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Home My WebLink About40119-Z x� ��Q�c�11FF8t��aG�, Town of Southold 5/20/2016 P.O.Box 1179 C* 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 33825 Date: 5/20/2016 THIS CERTIFIES that the building SOLAR PANEL Location of Property: 310 Cedar Dr, Mattituck SCTM#: 473889 Sec/Block/Lot: 106.40-19 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. 40119 dated 9/25/2015 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 TO AN EXISTING ONE FAMILY DWELLING AS APPLIED FOR The certificate is issued to Wells,David&Wells,Michele of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 40119 03-29-2016 PLUMBERS CERTIFICATION DATED Authorized Signature TOWN OF SOUTHOLD BUILDING DEPARTMENT Xb co TOWN CLERK'S OFFICE o • SOUTHOLD, NY 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#: 40119 Date: 9/25/2015 Permission is hereby granted to: Wells, David &Wells, Michele 310 Cedar Dr PO BOX 1259 Mattituck, NY 11952 To: Install roof-mounted solar panels on existing single-family dwelling as applied for. At premises located at: 310 Cedar Dr SCTM # 473889 Sec/Block/Lot# 106.-10-19 Pursuant to application dated 9/17/2015 and approved by the Building Inspector. To expire on 3/26/2017. Fees: SOLAR PANELS $50.00 CO -ALTERATION TO DWELLING $50.00 ELECTRIC $100.00 Total: $200.00 Bu din pector 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 I% 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. New Construction: Old or Pre-existing Building: ✓ (check one) Location of Property: �J_D Cc_ _u` \Uv,-- u L( f K-- House No. Street C amlet Owner or Owners of Property: 1)UJ� d W C 1rs / Suffolk County Tax Map No 1000, Section Block Lot c� Subdivision ( � Filed Map. Lot: Permit No. Date of Permit. Applicant: Health Dept.Approval: Underwriters Approval: Planning Board Approval: 17 Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ o Applicant Signature CONSENT TO INSPECTION N\0 40 �l Cof-(- <6- ),2,'kLLJ , the undersigned, do(es)hereby state: Owner(s)Name(s) That the undersigned(is) (are)the owner(s) of the premises in the Town of Southold, located at Z (`� C�I)AIC A7-'-!ryc(C- which is shown and designated on the Suffolk tounty Tax Map as District 1000, Section l0(,, Block, /0 , Lot . That the undersigned (has) (have) filed,or cause to be filed, an application in the Sout old Town Buildipg I spector's Office for the following: sokk✓ eant l 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. Dated: (Signature) �10 /2 �•L L�,r Print N (Si nat fficbeur ). (Print Name) ®�*oF sovj�®lo Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 G ® roper.riche rt(d-)town.southoId.ny.us Southold,NY 11971-0959 olycoUNTY,� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Wells Address: 310 Cedar Drive City: Mattituck St: New York Zip: 11952 Budding Permit#: 40119 Section- 106 Block: 10 Lot: 19 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Eastern Energy License No: 52689-ME SITE DETAILS Office Use Only Residential X Indoor Basement 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 Ceding Fixtures HID Fixtures Service 3 ph Hot Water GFCI Recpt Wall Fixtures Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures CO Detectors Sub Panel A/C Blower Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt Emergency FixturesTime Clocks Disconnect Switches Twist Lock Exit Fixtures TVSS Other Equipment: 8.12 KW Roof Mounted Photovoltaic System to Include 29 - LG 280 Panels, 1-SE 7600 Inverter Notes: Inspector Signature: Date: March 29, 2016 Electrical 81 Compliance Form.xls 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 aol.com D 19Ct �dL Sunday, April 24, 2016 Town of Southold MAY 13 2016 Building Department Town Hall Annex Building BIDING DEPT. 54375 Route 25 TOWN OF P. O. Box 1179 8® � Southold, New York 11971 Re: Certification Letter-Twenty Nine(29)280 W P. V. Roof Top Solar Panel Array. 8.12 kW Total Output, for Wells Residence—310 Cedar Drive Mattituck, New York 11952 1 have reviewed the solar energy system installation in the subject topic on 04/20/2016. 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 to the governing codes and standards applicable at the time of submission and conforms with reasonable standards of practice with the view to the safeguarding of life, health, property and public welfare. Sincerely, OF NEIN yo CO .SCIA 'r v s 0 � X60935= ARCFESSI00� Luigi Claudio Sciandra, Professional Engineer. oF souTyolo - couHn,��' TOWN OF SOUTHOLD BUILDING DEPT. 765-1-802 - INSPECTION [ ] FOUNDATION IST [ ] 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 �'Af/* INSPECTOR O W W J IZ4) siQ w ot�SL1I!].'Id o . ......or.a.a.r.:'...r............... (SST)moqvCC moa • 17V,+i`��iJ/Y.Y y.oL/ • �'"'7 ��O.�YL IJ.1V.�1.L1A.,14LJS4 lL i i.n 1 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 Survey SoutholdTown.NorthFork.net PERMIT NO. Check Septic Form NY.SDEC Trustees Flood Permit Examined 20 Storm-Water Assessment Form Contact: Approved 2 0 L-5 Mail to Disapproved a/c Phone Expiration 20 Bu ding In pector APPLICATION FOR BUILDIN E I ITSEP 17 2015 Date 20 INSTRUCTIONS -- - RLDG DEP! a.This application MUST be completely filled in by typewriter or in i k and submitie' !io&,tuildiWInspector wik 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 adjoining 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 herem described.The applicant agrees to comply with all applicable laws,ordinances,building code,housing code,and regulations,and to admit authonzed inspectors on premises and in building for necessary inspections Jl�l � n S•�iS c�S (Signature of applicant or name,if'k co oration) 14�1 sV1Jd ke , M '+UdL �y (Mailing address of applicant State whether applicant is owner,lessee,agent,architect,engineer,general contractor,electrician,plumber or builder -e(eHy-1 (. 10- r) Name of owner of premises hl J � "k L (As on the tax roll or latest deed) If applicant is a corporation,signature of duly authorized officer (Name and title of corporate officer) Builders License No. O 1 rl Plumbers License No. Electricians License No. 5a.11( Other Trade's License No. 1. Location of land n hich ro osed wo k will be done: CA 14U C L House Number Street Hamlet County Tax Map No. 1000 Section Block' .1_Q., ,,, 19 Subdivision r ';"�'File'd'Map Ido. Lot fit t 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 co.I°() a Uyyt c r�' being duly sworn,deposes and says that(s)he is the applicant (Name of individual signmg contract)above named, (S)He is the 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 m the application filed therewith. Sworn to before me this ` day of 20_L S� aPATRICIAA MAY Notary Public Signature of Applicant NOTARY PUBLIC-STATE O NEW-YORK No. 01 MA4676634 Quallfled In Suffolk County p18 My Commission Expires ur,..,s. ," Scott A. Mussell ��osuFr�,�v 5T(0)lK1MMA\TIEIK SUPERVISOR C AWAxNA.GrlEl�KIENT SOUTHOLD TOWN HALL-P.O.Box 1179 u 53095 Main Road-SOUTHOLD,NEW YORK 11971 Town of Southold CHAPTER 236 - STORMWATER MANAGEMENT WORD SHEET ( TO BE COMPLETED BY THE APPLICANT ) DOES THIS PROJECT INVOLVE ANY OF THE FOLLOWING: � Yes No (CHECK ALL THAT APPLY) ❑ff A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. ❑[l/B. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. ❑EI/C. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. [:][I/D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. ❑D/E. Site preparation within the one-hundred-year floodplain as depicted ❑D/ on FIRM Map of any watercourse. F. 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, 1000 Date nal,Agent,Contractor,Other) District NAME Jow Aim 'J 10(a- O 19 Section Block Lot FOR BUILDING DEPARTMENT USE ONLY "*"* Contact Information u 4o (Tdephorc\imbed Reviewed By: Date- - - - - Property Address /Location of C - - - - - - - - 'Construction Work- _ — `-) Approved for processing Building Peimit. V (n Stormwater Management Control Plan Not Required. 1L P \ Stormwater Management Control Plan is Required. ❑ (Forward to Engineering Department for Review.) i FORM # SMCP-TOS MAY 2014 of sot, Town Hall Annex 1f Telephone(631)765-1802 54375 Main Roadg Q2 P.O.Box 1179 G roaer.richert(at0wri sotitll0ld ny us Southold,NY 11971-0959 . BU)I.DING DEPARTMENT TOWN OF SOUTHOLD � APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: Da ✓�� . te: Company Name: �n — h Name: -1J olNYt l e License No.: 5 Its Address: 0 Phone No.: JOBSITE INFORMATION: (*Indicates required information) *Name: 1 (A I o1 l S ! *Address: eNv Ct t C Vl V *Cross Street: *Phone No.. (L3- — I-) Ci _ 1–19 Permit No.: '0 Tax-Map District: 1000 ection: Block: p Lot: ^ *BRIEF DESCRIPTION OF WORK(Please Print Clearly) (Please Circle All That Apply) *Is job ready for inspection: YES/ NO Rough in Final *Do-you need a Temp Certificate: YES/ NO Ternp 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 C 6'13 V' 2241equest for lnspecfion Form / �I pF S0�/�y®�® Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 Q, April 12, 2016 BUILDING DEPARTMENT TOWN OF SOUTHOLD Eastern Energy Systems 7470 Sound Ave Mattituck NY 11952 Re: Wells, 310 Cedar Dr, Mattituck 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 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 411/84) 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 - 40119 — Solar Panels TOWN OF SOUTH®L® PROPERTY RECOCAR® p � OWNER STREET VI DIST. SUB. LOT .� 20,v KZ1,z o Z, FORMER OWNER N . E ACR. l I ` S W TYPE OF BUILDING r (l n f V J 'ES, � SEAS. VL. FARM COMM. CB. MISC. Mkt. Values LAND IMP. TOTAL DATE REMARKS / / / / ZO ® / O O iZ//�(�9 Jold �:�o,baa LS72 W10 6 D ,I'or-D a � a �.r� �� '�y r��' ��- ,� a► �- )-.I Q a 10 3 - .c �%4 4v �, yye f Is - �la� 000 - f S,-,) �.3 3 a-,:� 1 a l - , )p is °k .1l�s q1 1�i2o, -- -5'd-0 100c) I/CLQ 2 -Z'a 67 �I%T H Da - C.0 _ '� r2'``� �`!�c'Jrc- 74 `1 a'i Ti NEW NORMAL BELOW ABOVE FARM Acre Value Per Value Acre Fillable 1 illable 2 "illable 3 Voodland wampland FRONTAGE ON WATER irushland FRONTAGE ON ROAD r S-6 f..?S louse Plot DEPTH BULKHEAD 'otal DOCK fit- MEMNON ■■■.■■ i ■E■N■M[i■■■■■EEE■■E■ t ( - ■.■■■■�� MM■NN■INMEM■MME■EEM■ 3 .■.■■■til NNEINEUMMENEMEM.■■■■ EMMEMERI OMEN NOMINMEMMEMEMEME ONE mom ZZEIMMOMMEMEMEM mom .MEN.■■ MWOM■EMEMMEMME■EMEN .■■.... ■©ME■EMEMME■E■EMill ...:::: ::::......... .. . .. . :. Extension Basement Extension �� Extension �� Fire Place )e Roof Porch Room �� .. reation _ _- . - -__ Garage � Patio, ®® MENEM MEN MEN! No mom 0 NEON 0 mom MEMO MEMO mom MENEM so mom IMMEME MENEM ME MENNEN son mom MENOMONEE MEMO M MEMNON ` MEMOMENEM III mj � MENEM .. . Y . AVENUE f 0 .00 ,• �O .�L.� ` L, 0 0� / �� hi?FD•FyyJ'4�! of'T'� �'0_ o „!1 y•' P` ��DO`� fbt,`� `'J 5 Ot OT 160 \0 C 7� NOTE*' r = MONUMENT SUBDIVISION MAP FILED IN THE OFFICE OF THE CLERK OFSUFFOLK MOW YON _ MAY/,1925 AS FILE NO.776 SURVEY FOR SUFFOLK CO TAX MAP DAVID B. WELLS DIST/000 SECT 106BL.IO LOT 19 8&9 TOTAL AREA 15000 S.F LUT NOS. , "MATTITUCK DEVELOPMENT Cc AT MATT/TUCK D-- TOWN -TOWN OF SOUTHOLD ST SUFFOLK COUNTY, NEW YORK NI *UNAUTHORIZED ALTERATION OR ADDITION TO THIS GUARANTEED TO SURVEY IS A VIOLATION OF SECTION 7209 OF THE DA610 B WELLS NEW YORK STATE EDUCAYIONLAW Cf!/C/.'GO T/TLE *COPIES OF THIS SURVEY NOT BEARING THE LANG SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL SONYIN4 & ACA- NOT BE CONSIDERED TO BE A VALID TRUE COPY, M GUARANTEES INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED, AND ON HIS BEHALF TO THE TITLE COMPANY,GOVERN- MENTAIL AGE NCYAND LENDING INSTITUTION LISTED ' HEREON•AND TO THE ASSIGNEES OF THE LENDING � INSTITUTION GUARANTEES ARE NOT TRANSFERABLE NWETO ADDITIONAL INSTITUTIONS ON SUBSEQUENT / OWNERS r�t/yLj W. L M DISTANCES SHOWN HEREON FROM PROPERTY LINESy[ r^ TO EXISTING STRUCTURES ARE FOR A SPECIFIC PURPOSE AND ARE NOT TO BE USED TO ESTABLISH y PROPERTY LINES OR FOR THE ERECTION OF FENCES YOUNG a YOUNG R� 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) 1b.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"!a": 54375 Main Road DBL254520 PO Box 1179 3c.Policy effective period: Southold NY 11971 06/07/2014 to 06/06/2016 4 PoIicy covers a. Z All of the employer's employees eligible under the New York Disability Benefits Law b. F] Only the following class or classes of the employer's employees- Under penalty of pe jury, 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 y Signed 3/13/2015 B Aha,4f (Signature of insurance carrier's 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 S 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 D13-120.1 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 val id for the earl ier of one year after this form is approved by the insurance carrier or its licensed agent,or the policy expiration date listed in Box 1c". 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 4220. 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. I DB-120.1 (12-13) Reverse EASTE10 OP to:MC ACORO" CERTIFICATE OF LIABILITY INSURANCE DATE(MMIDD/YYYY)03/13/2015 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 NAME: A.Joseph Stepnoski Neefus-Stype Agency,Int:. PHONE 631-722-3500 QVC No): 631-722-3591 711 Union Avenue A/c No Ext P.O.Box 2340 EMAIL Aquebogue,NY 11931-2340 ADDRESS:Jstepnoski@nsainsure.com A.Joseph Stepnoski INSURER(S)AFFORDING COVERAGE NAIC q INSURER A:Excelsior Insurance Company 11045, INSURED Eastern Energy Systems,Inc INSURER B Solar Town LLC DBA Solar Universe East End INSURER C. 7470 Sound Ave INSURERD Mattituck,NY 11952 INSU RER 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 D R POLICY NUMBER MM/DDY� POLICY EXP LIMITS LTR A X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 CLAIMS-MADE TOCCUR CBP7066979 07/14/2014 07/14/2015 DAMAGE TO RENTE9__ PREMISES Ea occurrence $ 10,00 X Primary/Non Contr MED EXP(Any one person) $ 5,000 PERSONAL&ADV INJURY $ 1,000,00 GEN'LAGGREGATE LIMIT APPLIES PER GENERAL AGGREGATE $ 2,000,00 X POLICY F JEC LOC PRODUCTS-COMP/OPAGG $ 2,000,00 OTHER $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ Ea accident ANY AUTO BODI LY I NJU RY(Per person) $ ALLOWNED SCHEDULED BODI LY I NJURY(Per accident) $ AUTOS AUTOS HIRED AUTOS NON-OWNED PROPERTY DAMAGE $ AUTOS Per accident $ UMBRELLA LIAB OCCUR EACH OCCURRENCE $ EXCESS LIAB HCLAIMS-MADE AGGREGATE $ DED I I RETENTION$ $ WORKERS COMPENSATION AND EMPLOYERS'LIABILITY YIN STER ER H ANY PROPRIETOR/PARTNER/EXECUTIVE ❑ NIA EL EACH ACCIDENT $ OFFICERIMEMBER EXCLUDED? (Mandatary In NH) E L DISEASE-EA EMPLOYE $ If yes,describe under DESCRIPTION OF OPERATIONS below E L DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached if more space is required) CERTIFICATE HOLDER CANCELLATION TOWNSHO 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 Road PO Box 1179 AUTHORIZED REPRESENTATIVE Southold, NY 11971 Q e — @ 1988-2014 ACORD CORPORATION. All rights reserved. ACORD 25(2014/01) The ACORD name and logo are registered marks of ACORD NOTEPAD EASTE10 PAGE 2 INSURED'S NAME Eastern Energy Systems,Inc OP ID: MC Date 03/13/2016 Sungevity, Inc. Sungevity Development, LLC, Sungevity Financial Services, LLC, Sungevity USB Residential 2010, LLC, Sungevity USB Residential 2011, LLC, Sungevity SD, LLC, Sungevity USB Residential Lessee 2010 LLC, Sungevity USB Residential Lessee 2011, LLC, Sungevity Cardinal, LLC, Sungevity USB Residential 2012, LLC, Sungevity USB Residential Lessee 2012, LLC, Firstar Development LLC, (Address: 1307 Washington Avenue, Suite 300, St. Louis MO 63103 REFERENCE: Project ID 20201) ; USB NMTC Fund 2008-1, LLC (Address: 1307 Washington Avenue, Suite 300, St. Louis MO 63103 REFERENCE: Project ID 20201) ; Sungev3.ty Citi Lessor, LLC, Solar Energy Leasing, LLC (address: 390 Greenwich Street, 1st Floor, New York, NY 10013) , and each of their officers, directors and employees; NRG SunCap, LLC and the "Designated Assignee listed on the Work Order (if any) , and their lenders, investors and affiliates; Energy Capital Partners Mezzanine Opportunities Fund, LP, Energy Capital Partners Mezzanine Opportunties Fund A, LP, Energy Capital Partners Mezzanine Opportunities Fund B, LP are included as Additional Insureds with respect to General Liability per policy Form 22-45NY. 0 New York State Insurance Fund Workers'Compensation&Disability Benefits Specialists Since 1914 8 CORPORATE CENTER DR,3RD FLR,MELVILLE,NEW YORK 11747-3129 Phone:(631)7564300 CERTIFICATE OF WORKERS' COMPENSATION INSURANCE A A^^A A 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 RD. MATTITUCK NY 11952 PO BOX 1179 SOUTHOLD NY 11971 POLICY NUMBER CERTIFICATE NUMBER PERIOD COVERED BY THIS CERTIFICATE DATE 11455663-3 818522 06/08/2015 TO 06/08/2016 6/3/2015 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 4ta,, DIRECTOR,INSURANCE FUND UNDERWRITING This certificate can be validated on our web site at https://www.nysif.com/cerYcertval.asp or by calling(888)875-5790 VALIDATION NUMBER:750453194 U-26.3 -•,,r a^S iii, y_'�-',_ - _ J'", it #t: Life's_^Good, j`♦,+l—`..- _ _ - - e .4 - v'rA .,' -' v •� _ _"J:t _ -3':w O 0 if S,j:'.\:v4� rv7`r$la,'-.�_<: .. 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E `-•r - r ...»...�:.,.......c,.si�3...,.,'.w,S.'�:,,-._�.................:.._-..�-,.....x._._N,-, _._s_-.�'&.�' .._:.s.ti_'s`_..s...r��J.u:.:.�<se,:.._ <._._...._.._.....«.,,,..-.,. a��_..._m.�..��fi+:.,,»__....,v,:...._>.....,,..., ...x.s._1 :'SJ,`.x-..,,....n.._.,,,.2'�,,.�• 768ttg” Light and Robust �, t ® Convenient Installation With a weight of lust 16 8 kg(36 96 Ib),LG .$ LG modules are carefully designed to benefit Installers• Light Waigl+r modules are proven to demonstrate outstanding by allowing quick and easy installations throughout the durability against external pressure up to 5400 Pa Convenient carrying,grounding,and connecting stages of modules Installation " A 100%EL Test Completed The Extra 2%Power j'"•-aim h r �3 All LG modules pass Electrolummescence Inspection To minimize losses due to mismatch,LG produces 3 groups J This EL inspection detects cracks and other `41 ELT,r of solar modules which are sorted by Its current class tilt' imperfections unseen by the naked eye eeneatsenms This enables Mono X(*"to maximize the system's output by around 2%based over the theoretical calrulauon Reliable Warranties Positive Power Tolerance LG stands by Its products with the strength of a `rho LG provides rigorous quality testing to solar modu'es Linear w"rianry global corporation and sterling warranty policies to assure customers of the stated power outputs of all LG offers a 10 year product limited warranty and modules,with a positive nominal tolerance starting at 0% a 25_year limited linear output warranty About LG Electronics LG blection`i s is a mu!bnational cot oration committed to eypandin its ca eot'an*4 P g p J splx nneuiy buaness as Its futu•e gw M:h engine Our spiar energy source reseai ch program wa^,laanched it 1985 bet%ed L^y LG Groupb rich experience in semi conductors,LCU chemistry aid electrnmc matenaLs Industry We successfulby ieieased the first Mono Kasenes to the market In 2010 which s,a,sold In 32 coaotnes 1-2 year_h,2013:ono to NeON vron'in:ei solar A4rard",whrch proved it leading mnooaxwn;the,ndu:ti-y 3 z ® © • r &chanical Properties - Electrical Properties(STC*) Celt!;.;, 6 x 10 LG28OS1 C-83 Maximum power at STC(Pmpp) 280 Cell type Monocrystalllne (APP voltage(Vmpp) 319 Cell dimensions - 1 S6 5 x 156 5 mm 16 x 6 In MPP current(Impp) 878 D of busbar 3 Dimensions(L x W x N) 1640;1000 x 3S mm Open circuit voltage(Voc) 38 8 64.57 x 34 37 x 1 38 in Short circuit current(Isc) §33 Static snow loan - 5400 Pa 1 113 psf Module efficiency(%) 171 Static wind load' 2400 Pa'/50 psf Operating temperature('C) -40-.90 Weight 16 8 t 0 S 1.kg/36 96 t 1 1 Ib Maximum system voltage(V) 1000(IEC),600(UL) Connector type NAC4 connector IP 67 Maximum series fuse rating(A) 15 Junction box IP 67 with 3 bypass diodes Power tolerance(%) 0-3 .3 Length of cables 1000 mm/39 37 in •STC(standTrd Test Condawa)i mdunm 1 000 w/m,mo0ule mmperawrr•2s°C AM 1 s Glass Hioh transmissibn'`tcmpered glass `The nameplate p0l/er output is mea Aredand determnad by LG Electromcs at its sole and absolute dacienon Frame Anodized'alummum Electrical Properties(NOCT*) LG28051C-B3 Certification and Warranty ' Maximum power at NOCT(Pmpp) 205 Certifications IEC 61 Z1S,;EC 61730-1/-2, _':Salt Mist Cor rdsi011TLst(IEC61701), MPP voltage(Vmpp) 293 OLG-Fokus tdti0'X4i na Resst<ince", MPP current(Impp) 700 ISO 9001 Open circuit voltage(Voc) 360 Product warranty 10 years - Short circuit current(Isc) 752 Output warranty of PmaxEfficiency reduction <45% (meawremencTolcnxxex35;)i--:" umlted Linear Watranty*•it (fmm lcoo W/mT to 20o W.1 •i)ixyear 97%,21 Aften2nd ysar;073bp annwldogradatwn,3)802:5 for 25 y=zts `NOCT(Nommnal Opemting Cell Temperawrey Irmdiance 800 WW,ambmnt temperet 20°C,vend tpeed Im/s Temperature Coefficients - Dimensions(mm/in) NOCT 450±-2'C- ss-4012 n..t l0aon9aT O,ain F°4rf4•a) Iglu°I+hoa+b•t Pmpp `-0 43%/'C ---T---- 96oI3zs0 or.m bei..ln.a IDn1,.<.b•f.•vn mweHng h<r•+) -T1 VOc -0 31%/'C _ asns9 '� IsC 0 04%/'C Characteristic Curves a Daaz.i..t 1 Mo�nling ba.rla.at u woo w 1 � Y �10001393T U 2 000 W Gbl•bngib 1 2 _ 6 wow • c c _12"_w $t S 3 5 , 0 5 ID :5 20 25 30 35 40 vattage(V) 944/3t IT a_ 140 120 - Isc c \1Voc D 0.3 ............ .................. ............ .:....`_..... 35/138 10/0A0 10/040 Pmax • 44Itr1IL0.//00111iIII6 55/OR OW A d 40 ..........._-- -_ _.. ................. .. ........ 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'�ij►i°:�jf..4`+%,IF � ,..� I i•_ F'' li '"' >SL�:'ti^u�MrcY4.fidb��'�I3It�' �¢�56,4,r`'f'z.�i14$t The best choice for SolarEdge enabled systerns ® Integrated arc fault protection (Type 1)for NEC 2011690.11 compliance — Superior efficiency(98%) — Small,lightweight and easy to install on provided bracket Built-in module-level monitoring — Internet connection through Ethernet or Wireless Outdoor and indoor installation Fixed voltage inverter, DC/AC conversion only — Pre-assembled Safety Switch for faster installation — Optional—revenue grade data,ANSI C12.1 USA-GERMANY-ITALY-FRANCE`JAPAN-CHINA-AUSTRALIA-THE NETHERLANDS-ISRAEL wwvu,solaredge us ®lar Single Phase inverters for North America �- SE300OA-US/SE380OA-US/SE5000A-L)S/SE6000A-USs , / SE760OA-US/SE1000OA-US/SE1140OA-US _ S3600 US SE3800A-US SES000A-US SE6000A-US SE760OA-US SE10000A-US SE11400A-US' -OUTPUT. - Nominal AC Power Output 3000 3800 5000 609980 @ 208V00 7600 11400 VA 10000 @ 240V. ................. .......... ( 5400 @ 208V10800 @ 208V Max AC Power Output 1 3300 I 4150 5450, 240V 6000 I 8350 10950�:40V 1 12000 I VA ....... ................. ! AC Output Voltage Min.Nom Max(1) 183 208 229 Vac .... ...............I.,._..._..._._I... ...�......_ __. . ._......... .. ._.. ....�..- . .✓.._-.... ....-. -........I...-...... AC Output Voltage Mm:Nom:Max.(1) 211 240-264Vac.................... ...... /..._.. _..._. ...... .....-_f.......I...... /......�..... .✓.......�.......✓,.. ...I.... .-✓........I._..._..., AC Frequency Min:Nom;Max.11) 59 3=60:60.5(with HI country setting 57-60:60 5) I Hz Max Continuous Output Current ( 12 5 I 16 1 21 240V 1 25 I 32 1 42 240V 1 47.5 I A GFUI Threshold f 1 A Utility Monitoring,Islanding Protection,Country Configurable Thresholds Yes J Yes Maximum DC POWer(STC) .4050 5100 6750 8100 10250 13500 15350 W .... .... ................ TransFoi mer less,Ungrounded ! Yes ..... ............ ........ ..... .............. ... .... ....... Max Input Voltage, 500 I Vdc ............................... ....... ......... ..... Nom.DClnputVoltage...............+........_..._.. _._..._._....: ...... 325@208V/350@240V......... ._.,...._._...... ..._ _ 1._ Vdc°„ 16 5 @ 208V 33 @ 208V Max.Input Current(z) 9 5 13 18 23 34.5 Adc 1 I.......:......I,15 5 240V 1................1................ ._30,5.°�.240V .................................... ............ Max.Input Short Circuit Current 45 AW ... Revefse-Polarity Protection Yes ........................................ ......... ........ ................ ................._._........_... ....._....__..... ................ . Ground-Fault Isolation Detection. 600ks Sensitivity __ Maximum Inverter Efficient 97,7 I 98 3 98 3 98 j 98 98 I Y ._.,.r..........l.... ........,. .. 97.5 @ 208V I{ 97 @ 208V CEC Weighted Efficiency. ............1....97.5'.. ..1.^' 9s._....1... .<2.5 ... 1 97 5 ._.!.....975 ....l....... <I4.....47.5......I .__ ._.. 98 240V 97 5 240V 1 �°.5 a°..,..... Nighttime Power Consumption - dDD17alONAL'F,EAT,URES:%y` Supported Communication'Interfaces RS485,RS232.Ethernet:ZigBee(optional), Revenue Grade Data ANSI C12.1 -� Optional(a) ..................................... ............. ....................I........... . ....._................ ................. ................ Rapid-Shutdown—NEC 2014,690.12. 1 ,Functionality enabled when SolarEdge rapid shutdown kit is installed(') STANIDARO.COMPLIANCE.�, ; SafetyUL1741,UL1699B,UL1998 s CSA 22.2 ................................. ......,__.,.... ._.,. ,.,. ,,. CSA. ._..._ ........ Grid Connection Standards IEEE1547 Emissions -- FCC part15 class B INSTALL'A.Ti0N.5PEClF1CATICIIVS AC output conduit s¢e/AWG range 3/4"'minimum,/16-6 AWG 3/4"minimum/8-3 AWG' ................ tiff.,.,.........._...._......,. .... DC input conduit size/#of strings/ { 3/4"minimum/1-2 strings/ 3/4"minimum/1-2 strings/'16-6 AWG AWG range............................1_.... 1. 14-6 AWG. 1.. _ .............. ................ ................. Dimensions with Safety Switch 305 x.12.5'x 7.2/775 x 315 x 184 1 30.5 x 12.5 x 10.5/ 1 in/ _(1IMP)..........:................... ............... f 775•x.315 x_260......_.. .._MM _ Weight withSafetYSwitch....._......5......... 51.2/23.2.. .......... ................ .547/24.7 ..._.._,.....__..,i..._.......88:4/401..._._.....•Ib/kg.. Natural convection Cooling Natural Convection and internal Fans(user replaceable) fan user ..... ....................... 1.. ................. ................. .......... _ _replaceable Noise <25 <50 dBA ............. I ....,..,._... ................ �-.._...... Min-Max,Operating Temperature Range -13 to+140/ 25 to+60(-40 to+60 version availableIs)) F/.0 a....... ..........................1 ••."'•. ..... ,....._._._._. ...... .....,. .._................_.....-,_._,. ._......._ . ...... Protection Rating i .. NEMA 3R ••.... •...--..•......•.I.._-,..••• u For other regional settings please contact Sola rEdge support Ul A higher current source may be used,the inverter will limit its input current to the values stated (°Revenue grade inverter P/N SExxxxA-USOOONNR2(for 760OW inverter SE760OA-US002NNR2) (°)Rapid shutdown kit P/N SE1000-11Sn-51 (s1-40 version P/N SExxxxA-US000NN1.14(for 760OW Inverter-SE7600A-US002NN1,14) ,+'7,a P ',ttx "fit:.` .. ,, a=. en..% ^trw �`?;, ata "$".•r�# - ^:=t•"l.a ka�;'s' a adt.,i nrt ,. - ,A?isu�-St` �'^ i.,�• x � , �°'f,`.,.•, ..`t rte' :$��2a _,. ', k SUf1SPEC ®t y x 4'S�}y�j,,�,j}�Z��;'�f`}9 �3:ar' - a a s:, •y1 ,^r ~#�e>,s"'..`..-�,.s f g;, -t+ t`r 4V', ,`rS 'p, . IP.ONRIDOE Roof Mount System f XR10 Rail XR100 Rail XR1000 Rail Internal Splices �. ,1•M . A low-profile mounting rad The ultimate residential A heavyweight mounting All rails use internal splices ,^ for regions with light snow solar mounting rad. rad for commercial projects. for seamless connections w. ,•'` SYI B'spanning capability 3'spanning capability 12'spanning capability Sell-tapping screws , "i• :% a:,'t.:-, n -^-`i .°;a...-:"s;t Moderate load capability Heavy load capability Extreme load capability Clear anodized finish Clear&bl r-k nod finish Varying versions for rads `: '1 a .•t. "- f ni a a yt; E i Clear anodized blush Grounding Scraps offered f FlashFoot Slotted L-Feet Standoffs Tilt Logs .,,ZiOE .tib - , .:.`: _-_--__- t_sem— _..�•�-___.�+.�_ .�a� cam•-----r--z-_ Anchor.flash,and mount Drop-in design for rapid rad Raise ifush or tilted Tiff assembly to desired with all-tri-one attachments. attachment, systems to various heights angle,up to 45 degrees Ships with all hardware High-friction serrated face Works with vent flashing Attaches directly to rail IDC&IRC,compfiant 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 to, WV 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 r' T-Bolt Grounding Lugs Accessories Our rigorous approach has led to unique structural features,such as curved rads and reinforced flashings,and is also why our products ate fully certified,code compliant and backed by a 20-year warranty. e- ;, 1 " � •- _ • •=' �, •LAS„_, � �� r Strength Tested c� w 9 r'' '"-` PE certified -�r„mq .,,�Y._ �� •¢, �,,, '--�i'�,_ _ • All components evaluated for superior '`A,z?r'•s Pre-stamped engineering letters Slide in clamps and secure Attach and ground modules Ground system using the Provide a finished and structural performance =fr�•.as.-J available in most stales modules at ends of rads. in the middle of the rail rail's lop slot. organized look for rails • Mill finish&black anod. Parallel bonding T-bolt Easy top-slot mounting Snap-in Wire Clips Sizes from 1.22'to 2.3” Reusable up to 10 times Eliminates pre-drilling Perfected bid Caps "- Class A Fire Rating R'"='='r-�-'� Desi n Software 9 9 Optional Under Clamps Mill&black stainless Swivels in any direction UV-proleclod polymer ,.^..::may�; - •,^�, Candied to maintain the fire resistance t �a.� Online tool generates a complain bill of rating of the existing roof 2.:: -=_i: materials in minutes. ¢rt'a R">uttrce� - —-----•- - _ .. Design Assistant Integrated Grounding ;' ``m 20 Year Warrant g NABCEP Certified Training I ';rt; ,.-,•, Y j Go Irom rough Iayou to fully i ",; Earn free continuing education credos. UL 2703 system eliminates separate u Twice the protection offered by engineered system For free. k-;y while leammg more about our systems. ".: .7 module grounding components 'd.<° competitors. - !'� Kr�.r:w �.�''� ,.r_ - ..t 3` _'„zwr...-..-«.r.�a�,..o- -^k:-� - .+— •�:a+3U^-• .. .,. .i' - �°c`,r - rFi'mak "�i:;'`.,�ib .+»•e�-. •°�.'�C:.�'.'> - _ >. _..tr•.t.e..� ,_ 3�-..._ ..._,e...ur.aS"`_�-:.: .:e -,+_ wi -s2'_. ,...:..,1' _ "`...',tet `^ -.� �tA �j»::' •.y. -1,.,� 5*X"' e_:..:'" .wsc.�^.",..3r,s. ?_, ..Re%6.X....... ='^t�.��-•_.,1..:....x.:�,.r:..�L:-:.-��••a-ny,F, �e^�'_-`ti-=rr4:.•A!s-a:.�r?s:ra4y,..x....�-�.'<..w�';`..:.-„•..:��.I;�;.r; A AUTHORIZATION TO MARK Installation,Ove-rview J Install Roof Attachments - J Install appropriate roof flashing and/or standoff for root type. This authorizes Lho application rid the Corhricavor,Mark(s)shuwl b^.low to the modois(?scribed in the Producl(s) •Attach L-Feet to flashing or standoff Coverral motion Mion made in accordam„o with the conditions sot forth in the Corfriication Agreement and Listing ' Poporl Thl•,mdrwdzIlion also applles to nmtupiu lisoo medalist idontified on the corralation page of mu Listing Report Prepare Rail Connections This dmu,nrmt la thn proporty of Inlouck rrstiag Surmc s and re not tran,dorabk• Thu roditim6on marks)may be appl,erl only al the location of lhr.Party Authorized To Apply Mark, •Insert splice Into first rail,then secure with Grounding Strap and self-drilling screw Applicant IrotiRLige Inc Manufacturer IronRv'go Inc •glide second rail overs lice,then secure with o 1 105 Lophyr Are I•l35 011cr htel Road P opposite end of Address w, „nt cn01ra1 Address Grounding Strap and screw r tviihts CA s5ago 9 P 9 C.onlry USA Country USA _ Contact Tann Sch•.wrr Contact Jun Nomworthy Phonn (8(10)227 5523 "� !, Mount&Ground Rails ---' -'- 1S1U)225•o073 Pllmte (600)227.9523 FAX (707)150.1833 FAY. (707)459•IB39 •Attach rails to L-Feet and level rails Ennld ysch„IrzQal,ronndao Co., Email !norsworlhyfilvonnd!)a coin Install one Grounding Lug per row of modules Party Authorized ro April/Mark Sanm ay Manudaadunx Report lsynmg ofhrc L•a.,,Fare,1 CA it i • +,'r y'' Connect Grounding Lug to grounding conductor Conlrol Nurnber, 4007559 Authorized by for I honlns J pattenon,Codification Manager ETL classinco LIF„if Install Modules&Clamps - -- - - - /�� ( Install first module using End Clamps and Grounding Mid Clamps Cus Install additional modules using Grounding Mid Clamps Intertek Finish row with a second pair of End Clamps _ 1 his duulirenl sopor vdos all pn.viou',Authorizalrnns to Mark to,tho noted Report r•iurubw, ”- �. ..�,m,...:.,..w„•,....r.,a a.-n u+,.� ,..:x..,..r.,..e..�,.-.•,.•r.�wv r.r..�:�.�-mAw.e.�,re.,ea..M ..,.,�uw.e•,..,.r Testing&Certification r° Module Frame Compatibility • .11'wy"d+r�:to+c•'s..rr.r....rw•....•.w.N�w vr..w..,w.-,..✓'s.4a.mp4vu Geeng4..v,,,xx.ftan w�zm t'Rte re.Y The IronRidge Integrated Grounding loiert h rs1i�J s.--NA lnr. System has been tested and certified to AlppDimension ' Range r iL ca3t ix,wn Ruad,Adm;ltun Horclhr5 It.6MC5, UL 2703 by Intertek Group plc. -- -- - g - ' Tr.;cphoea 836-3as St or(L17-43?•5E07 Fax 312-289-1572 A 31.0mm-51.0mm UL Sublocl 2703 Oulhae of lavoshgahon for Raft,Mounong Systoms and Clamping Devices for Flot-Plato UL 2703 Is a proposed UL standard , '' __ _ B__ 5 08mm_ mini m) , St.lndard(s)' Phobvolteic Mnd.ilas arta PnnCls,Issuu Nuritbur L OLtobcr 4,2010 for evaluating solar module mountin9 yulo Iaowwso parameters uo nofisted.o nn Produr., dR Rail;,adh ln-wahld Cmuodino _ and clamping devices.It ensures these I prr:v,r!orl Iatric hevo notbeen iostod formmpaebility Bim,d Name rrn devices will maintain strong electrical and i Models _51_CIGD 005 51-61Gr-CC3B 51.5000-001 and 51-65.Oo) mechanical connections over an extended ' period of time to extreme outdoor I The Grounding Clamp has proven robust in grounding 00-cell and environments. 72-cell solar module frames with box construction and a range of anodizabon thicknosses The testing process closely mirrors that All solar modules listed to UL 1703 and with frame conslnirhon of UL 1703,the solar module testing within the parameters slated above are compc;ible with thv standard,Including temperature and Ircr ige Integrated Groundtrlg System humidity cycling electrical and mechanical load testing.and manuf3ctunng quality L,; reviews. At 1d fur k.—It 1U iS't 132V'o.-0 r2 PaOu t of 3 ATP.I lssuar! 10-RlnvQO iJ IRONRIDGE XR Rail Family Starling Madison Lofquist, Inc. SN/L Y5224 South 39"'Street,Phoenix,Arizona 85040 t_�44§� tel:(602)438-2500 fox:(602)439-2505 www.smleng.com Over their IllefiffIE!,solar panels experience countless / �� Zre�iie weather events.Not]LIS[the worst storms iq years, but It e worst storms in 40 years High winds capable of IronRidge June 16,2014 1495 Zephyr Ave 1141 ripping panels from a root,and snowfalls weighing Parte or I I enough to buckle a panel frame. I layward.CA 94544 XR Rails are the structural backbone preventin Ihose results They resist uplift,protect ., against burking and safely and efficiently W Alin.Mr.David Ifa—art,Vice President PrOdUL19 transfer loads into the building structure Riilljcci. ImnRidge XR 10 Rail,Roorl'Itish 14mitilin,Sy lern–Siniclur-al An:tiv%i% Their superior spanning capability j fA r equ ies fer.-or roof attachments, roducir,g the number of root penetrations and the amount I Dear Sir, of Installation time We thive analyzed the IrionRidge XlU0_Rail for the subject solar inoditle,aupport )stcni and applicable sectiojvti orlilc following Relcrcnee Documents- Codes-ASCEjfSrI,7-l0 Min Dc5ian Leads for Buildings&Other Structures international Building Code 2012 Edition Califlornia'Building Code 2013 Edition N Other. AC428,Acceptance Criteria for N-lodulto Frarnint;S,ysicnwUsed to Support PV Niodule.s.(hiled Effective Novoinher 1,2012 by ICC-ES Aluminum Deign Manual,2010 Edition The lronRidge XR10 flat]is an extruded aluminum section with an overall depth of 1 7.5 Ili.and a net W, -Stabilizing Curve • Force A lie used lostippolt solar modoics.typically.Oil Illetronfora building. slopcdaooL,ri—A-0 both 101hCaInad lial—al area ol'O.363 sip Ili. T'he rails -xhibit A allne lorce.,art mounting tans»hrh can cause 11-cm See E -lied ]II:ntils are clamped 10 111LI11111111111 angle brackcil,that are either attached directly to the roof framing oraltached toastand that is screwed it,the roof training. The tails:lr,! It F.,oNITI)tloainncd to C'ea",strvrtrfbt In both mounted across the�%Iope%%till.1 milall clearance (lush mounting)to the underlying rool'sfir,let tire �j Krocijons-vhjto ru�,a-,roi Ifir,hvirang ThlSonique i�.alOr'.U,Uwta.,*.actu'll ClAne)0.1,0.0 I'lic installed solar modules are at the sanic slopca%the underlying root structure woawor wd a longer spionn I loamn All leads are InUns -ferred to the roof training through the angle brackets by imple bi-axial flexioc of s The maximum span orthe rail,%t,.governed by either the mid-span nc tual,4.ircses,or the the rad deflection requirement ilint the rail not come into contact«till the roof The effect ofseienuc load4.(firt all design catcgolies A-F)ha%v been detennined to be loss thin the eficr i title to wind load;in all load condition ;Ili(]combinations spans for common load sacs arc shown in Tables 1,2&3 below for 0-6 degree.lopes.Tao Ivs 4,5. Compatible with Fiat&Pitched Roofs Corrosion-Rosistant Materials &6 below,tot 7-27 degrLe slopes,and fables 7,8&9 bcln%N for 28-45 degree slopes. '.1 XF3 Mils or- "17--konnldpu agars j Ait Xn tats aT"nada of Marine gratin ww.hblo"gh [? I a� th'a ra"..". ar, rN,Fo,t one rbh Amozn DOI nolohng 1 .u:d Stnrt"yal couosmn.110 also ptr vrfina wh,n�rl,. apparanco aDo'carom Starling Madison Lorqutst.Inc. cousill(ing,Structural and For.lasicEnglocer, a In)nRulge ,lane 16,2014 Iron idge June 16,2014 NIr David F Taggart Page 5 or I I Nlr David F.Taggart- Page 6,or I I honRulgc\R10 Rail,RoofFiush Mounttn'g System-Stntoturtl Analysis hon Ridge MOO Raul,Rbof Flush 4lotmting System-Snuctttral Analy.t� 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 Z_ X1110 Wind Ground Snow Load XR10 Wind Rail Spopcotl Rail Speed - Grou nd Snow Load Erposurr• mph 0 psf 10 1 20 30 40 50 60 70 80 90 Ecposure mph D psf 10 20 30 40 50 60 ( 70 a0 90 sF sf sf sf sf sf sf sl sf fpsf sfP-419 sf sf of i sf sf bf 100 75 _GS 55 a9 _43 39 35_ 33 31_ 29 100 72 65 55 43 39 35 33 I 31 29 105 75 G5 55 49 - 43 39 T 35 33 -31 29 105 69 65 55 43 39 35 33 31 29 _ 110 75 65 55 49 43 39 35 33 31 29 110 66 65 55 43— 39 35 33 31 29 Category -- 120 .75 65 55 49 43 39 35 33 31 29 120 60 60 55 43 39 35 33 31 29 130 75 65 5- 49 43 39 35 33 31 29 Category 130 56 56 55 43 39 35 33 31 29 B 140 �71 G5 55 49 43 39 35 33 f 31 29 6 140 52 52 52 43 39 35 33 31 29 150 66 65 55 49 43 39 35 33 31 29 150 49 49 49 43 39 35 33 31 29 1GO 632 1 62 51 48 43 39 35 33 31 29 180 46 46 46 46 43 39 35 33 31 29 170 59 59 53 47 43 39 35 33 ) 31 29 170 43 43 43 43 43 39 35 33 31 T 29 tap _75 65 55 49 43 39 35 33 31 29 100 01 61 55 49 43 39 35 33 31 29 105 75 65 55 49 43 39 35 3333 31 29 105 58 58 55 49 I 43 39 35 33 31 29 110 75 65 55 r 49 43 39 35 - 33 'i 31 29 110_ 56 56 55 49 43 39 35_ 33 31 29 120 70 65 55 1 49 _ 43 39 3S 33 31 20 120 51 51 51 49 43 39 35 33 31 29 Category 13D 65 6a_ 5-1 48_ 43 39 35 33 31 29 Category 130 48 48 48 46 43 39 35 33 31 29 C 140_ 60 60 53 48 43 39 35 33_ 31 29 _ C 140 44 - 44 44 44 _43 39 35 33 31 � 29 150 5L• 56 52 47 43 39 35 33 31 29 150 41 41 4. 41 41 39 35 33^ 31 1 29 160 53 53 51 46 42 39 35 33 31 29 160 39 39 39 39 39 39 35 33 31 ` 29 170 50 50 50 45 41 38 35 33 31 29 170 36 36 30 36 36 ^3G 35 33r31 29 1p0 75 65 55 49 _ 43 _39 35 33 31 20 100 56 56 55 49 43 39 35 3329 105 -73 65 55 49 43 39 35— 33 31, 20 ,105 54 54 54 49 t3 39 35 3329 110^ 70 _65 55 49_ 43� 39� 35 33 31 29 110 52 52 52 49 43 39 35 3329 120 64 64 51 _48 43 39 35 33 31 29 120, 47 47 47 m 47 43 39' 35 3320130 fig GO 53 47 43 39 35 33 31 29 C°tp°ry 130 44 44 44 4A d3 39 353329 140 55 55 52 46 42 39 35 33 31 29 140 41 41 41 41 41 39 35 3329 _150 .52 52 50 46 42 39 35 33 31 20 150 38 38 38 38 38 38 35 33 31�29 160494945 41 38 35 33 31 29_ IGO 3G 36 �36 36 313 36 35 33 3129170 a6 16 4G d4 40 37 35 33 31 29 170 33 33 33 33 33 33 33 33 3I29 note.--.��{e�atc I I Noic>-4ac page I1 -- �tarhnr,M.,dr.nu!oly ui•a Inc. -,n-Con,ulflog Svactncd and Forensic Erigmecrn StarltgG Mad6on Lofgwar,:n°. ConsaltingStrr,ctural and IFnrrnsit 1$ngmcern Irunl6dgc .lune 16,2014 InuilLtdgc bias 14.201.1 NI r Dat Rl b Taggarf fags 7 of I I \Ir David F.l agart fags 1 I til'1 4 bnnl:ulec\1.10 Rai Itonf FI kill Ntountute Systcnn-Sm+ urn+l Ana!}sn IronRidgc XR10 Rail.linoI I'lusln\hnmung Sysktn• Siructund Analysis Table 6-P✓tAXIMJUI SPANS(inches)-Root Slope 7 to 27 Degrees•Wind Zone 3 \otic-Tabulated v.slucS are ha%cd on the li+lluwing cI iteria XR!0 'P/md Mill Speed Ground Snow Load I. Building mean roof height-30 11 10 20 30 40 50 60 70 BO 90 2. Risk Category Exposure mph 0 psf sf s( tsl sf ri sf sf Is of 3. Sola'ntadttle long dinteneum= 07,5 in 100 59 59 55 49 43 39 35 33 31 29 4. Piovide 2 in clan bet"ven nx+rand sail 105 ~56 56 55 49 43 39 ' 35 33 31 29 5. End cantilever Span(note) 0.40 x nt.reinnun span from above tables, 111) 54 54 54 49 ud3 39 I 35 33 31 29 6. No nil splices in end spans 120 49 19 49 49 43 39 35 33 31 29 7 No rail splices in middle 113 of interior spwx Catogor7 —140 46 4fi 4fi 46 43 _ 39 I 35 33 31 29 e S. Single simple sptnt(s) Spans listed in lite lablcs above may be ntulttplted by 1.08 li+n 140 42__ 42 42 42 a12 39 35 33 31 29 Continuous rails of3 or more spans. 150 40 40 40 40 40 39 35 33 31 29 160 37 37 37 37 37 37 I 35 33 31 29 170 31 1 35 35 35 35 35 35 33 31 29 100 50 Our analysis assumes that the rails,including the conaccttons.nal associated hatda:ne,ate Insfalled 50 50 49 43 39 35 33 31 29 1 in AB 13 39 35 33- 31 20 n tvorkinallihe manner in accordance%0hi the"Imnitulgc Roof Ylount Installation hLtnual'by _105 18 I 16 48 t— - IronRidgc turd gencrall;,accepted standards nfcoostnnction practice Aeldi!ional information IC 110 45 1 45 45 45 13 39 35 33 31 29 available at tIc InmRid+t we r +l 120 A2 42 42 42 42 39 35 33 31 29 6 b site,1mnRtdge.coni 1 etificrdion of I\ Module capacity to supr�oi I C�teUery - - the loade amociated tvith the given Utray sl,di he the Ix�sponsthility of the Contractor or t7ancr and 130_ 39 39 39 39„ 30 39 35 33 31 29 not ItonRidge or Starling Madison I olquist 140 _ 36 �6__36 36_ 36 36 X35- 33 31 29 150 33 _33 33 33 33 33 3J 33 31 29 _160 37 31 31 31 31 31 i 31 31 31 29 1 'Die adcquncy of the supporting roof fnnnatg Is to be detctnnned by olhets 170 2.9 29 29 29-1-29-17-29-12 I 29 29 29 100 46 _46 46 46 43 39 _35 1 33_ 31 29 105 _4.4 44 44 44 43 39 35 33 31 29 please lee fec to contact me at yotn•convenience it you have any(1uc`tions, IID 42 42 42 42 42 39 35 —31 31 29 12U 36 38 38 36 38 35 I 35 1 33 31 29 Caloaory 130 i5 35 35 35 35 35 35 33 31 29 D - — Respectfully yours 140 33 33 33 33 33_ >3 3"s_ 33 31 29— 31 31 31 --31 31 _ 31 31 31 31 29 160 _79 29- —29 29 29 29 !�20 29 29 29 /��`� 1. F^r CQ,'F'�,"fit+ 170-� T77 27 —27` 27 27 27 27 —27 27 27 TIC';Wantet,P.H _ 4. S 3' ,a, L,aLr I! Design Division Manager �„ vo795� b•' l• A�Ui!SSlit}lj`��P ?(tf ki76 \tsa lint;Madnon Gdqui.r,Inc. f nnaulting Strucn1r.d and I•omnsir.tiagiuelrx St rlinq Aladiaon L)filnist,bit �CMI—Idnit Srrucnrcd and F.mul+c Engineers -7_ Arvkola LUIGI CLAUDIO SCIANDM, P.E. 5 Wesleyan Court• Smithtown, NY 11787-3011 .(631)543-2953.fax(631)543-1526 E-mail:Ics4d@aol.com Friday, September 11, 2015 o E�PuIVE Eastern Energy Systems D 7470 Sound Avenue MAR - S 2% - Mattituck, New York 11952 Tel. 631-779-4004 BXW,D1NG DWr- Attn.: Mr. Mike Lawton roWNOFSOU HOLD Engineer/Project Manager Re: Twenty Nine(29) 280 W P.V. Roof Top Solar Panel Array, 8.12 kW Total Output,for Wells Residence—310 Cedar Drive Mattituck, New York 11952 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")V Douglas Fir rafters at 16" on center, with 200 roof pitch for array#1, 20°roof pitch(reverse tilt—see plan PV-4)for array#2, 2"x8" 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: 2.8 lbs/sq. ft. 1 Total Weight of Array 1: 967.6 lbs Total Weight of Array 2: 395.2 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 NewYork State,the 2001 Wood Frame construction Manual, SEVASCE 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, Luigi Claudio Sciandra, P. E. of NEW yo CO J\G�G.SCIq�O,p�'f v "9 ®0 060935 AROFESSION� 2 Qf SCOPE OF WORK DESIGN&DRAFTING BY: TO INSTALL A 8.12 KW SOLAR PHOTOVOLTAIC (PV)SYSTEM AT THE 19 JAMIE MINNICK CERTIFIED ,MAR � $ NABCEP FIED WELLS RESIDENCE, LOCATED AT 310 CEDAR DRIVE, MATTITCK, NY 11952. ' 051i12-129 CERTI THE POWER GENERATED BY THE PV SYSTEM WILL BE INTERCONNECTED ,. WITH THE UTILITY GRID THROUGH THE EXISTING ELECTRICAL SERVICE EQUIPMENT. _ - THE PV SYSTEM DOES NOT INCLUDE STORAGE BATTERIES. BU.DING DEff- REVISIONS _ DESCRIPTION DATE REV SYSTEM RATING To '®F S®mss® a - da ORIGINAL 09-03-2075 8.120 kW DC STC c 5.945 kW DC PTC EQUIPMENT SUMMARY �. 29 LG28OS1C-B3 PV MODULES S I SOLAREDGE SE-760OA-US INVERTERS IRONRIDGE XRS1000 MOUNTING SYSTEM CONTRACTOR SHEET INDEX - M PV-1 COVER PV-2 SITE PLAN OF NES yo ✓� ' -. a° PV-3 ROOF PV LAYOUT � sGgN PV-4 ARRAY #2 TILT MOUNT DETAIL �c SOLAR UNIVERSE PV-5 STRUCTURAL/ DETAILS &SECTIONS / / 7470 SOUND AVE GOVERNING CODES rY / W`_�,r - MATTITUCK, NY 11952 LICENSE # 43889 H 2011 NATIONAL ELECTRICAL CODE Zs�o D609351 C1G�? 2010 RESIDENTIAL BUILDING CODE OF NEW YORK STATE pROFESSIONPROJECT NAME UNDERWRITERS LABORATORIES (UL) STANDARDS PROJECT LOCATION OSHA 29 CFR 1910.269 GENERAL NOTES > Ln 1. CONTRACTOR SHALL CHECK AND VERIFY ALL CONDITIONS z AT THE SITE PRIOR TO STARTING TO WORK AND SHALL FAMILIARIZE HIMSELF WITH THE INTENT OF THESE PLANS y _ AND MAKE WORK AGREE THE SAME. y' 2. CONTRACTOR OR OWNER SHALL OBTAIN ALL REQUIRED _ � " $"'•s APPROVALS, PERMITS, CERTIFICATES OF OCCUPANCY, Se INSPECTION APPROVALS, ETC., FOR WORK PERFORMED 10. CONTRACTOR TO EFFECT AND MAINTAIN INSURANCE, I.E. _ _'_ ,,,� " • ;y4. CONTRACTOR'S LIABILITY, WORKMAN'S COMPENSATION, = ''�u- �4, r'•' . !" I W Q FROM AGENCIES HAVING JURISDICTION THEREOF, IF _�. COMPLETED OPERATION, ETC. ADEQUATE FOR THE REQUIRED. •; � PURPOSES OF THIS PROJECT AND FURNISH PROOF OF �- 3. ALL WORK SHALL CONFORM TO CONSTRUCTION CODE N R "�, u: : •*;fb SAME PRIOR TO COMMENCING WITH WORK. AND ALL RULES AND REGULATIONS OF THE RESPONSIBLE �>��- `- , -'��,. - � •'A ,{� � � i, .,: JURISDICTION. 11. EACH SUBCONTRACTOR SHALL BE RESPONSIBLE FOR �� ,. ,M1 - ,. ..��` •tiy �'� W ` '�''�= _ r 4. IF IN THE COURSE OF CONSTRUCTION A CONDITION MAINTAINING SAFETY ON THE JOB SITE DURING THE " - "- •,-� ;- -� r � -` � EXISTS WHICH DISAGREES WITH THAT AS INDICATED ON CONSTRUCTION PHASE TO COMPLY WITH THE REGULATIONS THESE PLANS, THE CONTRACTOR SHALL STOP WORK AND AND REQUIREMENTS OF THE OCCUPATIONAL SAFETY AND NOTIFY THE ENGINEER. SHOULD HE FAIL TO FOLLOW THIS HEALTH ADMINISTRATION. THIS SHALL INCLUDE, BUT ARE NOT LIMITED TO: PROVIDING FOR ADEQUATE AND PROPER , PROCEDURE AND CONTINUE WITH THE WORK, HE SHALL ASSUME ALL RESPONSIBILITY AND LIABILITY THEREFROM BRACING, SAFETY RAILINGS AND SECURE FOOTINGS FOR ` ALL TEMPORARY SCAFFOLDING, STAIRS, ETC.. AS WELL AS t ,t# _� 't -. SHEET NAME 5. ALL STRUCTURAL STEEL SHALL BE A-36 AND SHALL BE _` �. "' FABRICATED AND INSTALLED AS PER LATEST A.I.S.0 PERMANENT CONSTRUCTION. 12. FIGURED DIMENSIONS SHALL GOVERN. DO NOT SCALECOVER SPECIFICATIONS. ,-•�- ��• �- a _� s `!P 6. ALL ELECTRICAL WORK SHALL BE BOARD OF FIRE DRAWINGS, WHERE DIMENSIONS ARE ESTABLISHED BY - ' UNDERWRITERS APPROVED AND IN ACCORDANCE WITH EXISTING CONDITIONS. EACH CONTRACTOR SHALL VERIFY N.E.C. & NYS CODES & REGULATIONS EXISTING CONDITIONS PRIOR TO ORDERING MATERIALS ANDa- 7. ANY DEVIATION FROM THESE PLANS WITHOUT THE COMMENCING WITH WORK. )� WRITTEN CONSENT OF THE ENGINEER WILL NEGATE THE 13. CONTRACTOR TO REMOVE ALL DEBRIS CREATED BY THIS 7. DRAWING SCALE WORK FROM THE SITE AND DISPOSE OF IN A LEGAL ENGINEER'S CERTIFICATION OF THESE PLANS. '' �_4t '�` 8. THESE DRAWINGS AS INSTRUCMENTS OF SERVICE ARE MANNER ON A WEEKLY BASIS OR SOONER IF CONDITIONS �,. • " _ AND SHALL REMAIN THE PROPERTY OF THE ENGINEER WARRANT. N.T.S. WHETHER THE PROJECT FOR WHICH THEY ARE MADE IS 14. AT THE COMPLETION OF WORK,THE SITE TO BE EXECUTED OR NOT. THEY ARE NOT TO BE USED ON ANY CLEARED OF ALL DEBRIS AND EXCESS MATERIALS. THE OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT FACILITY IS TO BE LEFT BROOM CLEAN AND WORK IS TO BE AERIAL VIEW SHEET NUMBER 9. CONTRACTOR SHALL PROTECT, PATCH AND REPAIR ALL COMPLETED TO THE TOTAL SATISFACTION OF THE OWNER "V— EXISTING WORK ADJACENT TO HIS WORK, OR DAMAGED AS PRIOR TO RELEASE OF FINAL PAYMENT. RESULT OF HIS WORK. DESIGN&DRAFTING BY- JAMIE MINNICK NABCEP CERTIFIED 051112-129 OF NEIV yo `G sc�q REVISIONS N� 2]�_O�� DESCRIPTION DATE REV V JJ OO ORIGINAL 09-03-2015 a m� LEGEND EXISTING UTILITY stCO 080935- �� OpMAS SERVICE NELTER NA J A NEW PV SUB-PANELS ROFESSIONA/C DISCONNECT J COMBINER INVERTERS B GND ELECTRODE -- -- /- - - PV MODULE CONTRACTOR DRIVEWAY 20,_4„ —RACKING RAIL O ATTACHMENT POINT ---RAFTERS -*--ROOF PITCH ANGLE ® E3SUNRUN METER ®VENT SOLAR UNIVERSE O PLUMBING VENT 7470 SOUND AVE ®SKYLIGHT MATTITUCK, NY 11952 ®CHIMNEY LICENSE # 43889 H ®COMPOSITE SHINGLES GOOD CONDITION ElPOTENTIAL SHADING ISSUES PROJECT NAME TRIM/REMOVE AS NECESSARY \ W W Ln � > 0-1 w •— 20'_3 C) U) 0 WWV - JVI_- J LLIO ~ E-- O O� SHEET NAME SITE PLAN CONSTRUCTION SUMMARY (29) LG280SiC-B3 PV MODULES, 8.12 kW DC STC �e, ^0� (1) SOLAREDGE SE760OA-US INVERTER DRAWING SCALE (50) ATTACHMENT POINTS @ 64" OC MAX. �^ ROOF TYPE = ASPHALT SHINGLE N.T.S. ROOF/ARRAY #1,2 - PITCH: 20°,19° - AZIMUTH: 221°,37° ROOF STRUCTURE = 2X6 DOUGLAS FIR RAFTERS @16 OC CONSTRUCTION NOTES 1.) ALL EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. SHEET NUMBER 2.) ALL OUTDOOR EQUIPMENT SHALL BE RAINTIGHT WITH MINIMUM NEMA 3R RATING. PV-2 ® _2 3.) ALL LOCATIONS ARE APPROXIMATE AND REQUIRE FIELD VERIFICATION. / e V 1DESIGN&DRAFTING BY: 13'-22"— JAMIE MINNICK NABCEP CERTIFIED 051112-129 REVISIONS ONOTE: DESCRIPTION DATE REV I I I ! i i { ; � I I I ORIGINAL 09-03-2015 16 SPACING BETWEEN PV MODULES TYP. DIMENSIONS ARE FROM EDGE OF PV MODULES of NEt1, I i I i I TO EDGE OF ROOF SHINGLES TYP. 0 G sc1gNY JK I C I r 1 ARRAY #2 I- i 1 ! I I ,2� CONTRACTOR 1 4 MODULES { I sFo 080935 �aC7 0 I ; I I I P ! ! I *SPECIAL (VOTE* � AROFESSION� 20 PITCH (REVERSE TILT) I 2210 AZIMUTH I I I I ARRAY ##2 IS A REVERSE TILT. ROOF IS TILTED I I ! I SOLAR UNIVERSE AT 20 DECD. WITH AN AZIMUTH OF 39 DEC;. THE 7470 SOUND AVE MATTITUCK, NY 11952 I i i 5'-42" LICENSE # 43889 H ARRAY IS TILTED A TOTAL OF 40 DEC;. TO ACHIEVE ! I I I PROJECT NAME FF- AN AZIMUTH 219 DECD. AND A FINAL TILT OF 20 DEG. �18' FIRE SETBACK" @ RIDGE / / *SEE SHEET PV��* Ln UW > Ol I I W � ! ARRAY #1 W PI I ill 25 MODULES x w U 20° PITCH 2210 AZIMUTH LEGEND J �- Nit 1 11 1 1 1 1 __L I i I EXISTING SERVICE PANEL M 7 MAINER w I NEW PV SUB-PANELS M A/C DISCONNECT p COMBINER I I ! I I 18'-3" INVERTERS (D GND ELECTRODE CONSTRUCTION NOTES ®PV MODULE i ! 1.) ALL EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. —RACKING RAIL I I I f I ! I I SHEET NAME O ATTACHMENT POINT i I I 2.) ALL OUTDOOR EQUIPMENT SHALL BE RAINTIGHT WITH MINIMUM NEMA 3R RATING. 3.) ALL LOCATIONS ARE APPROXIMATE AND REQUIRE FIELD VERIFICATION. ---RAFTERS ROOF DETAIL -*—ROOF PITCH ANGLE I i �SUNRUN METER 1 i ®VENT CONSTRUCTION SUMMARYOPLUMBING VENT DRAWING SCALE I I p Al ®SKYLIGHT I (29) LG280S1C-B3 PV MODULES, 8.12 kW DC STC ` app ®CHIMNEY N.T.S. (1) SOLAREDGE SE760OA-US INVERTER p COMPOSITE SHINGLES i (50) ATTACHMENT POINTS @ 64" OC MAX. +�`Y ®GOOD CONDITION o POTENTIAL SHADING ISSUES ROOF TYPE = ASPHALT SHINGLE oQ ^�p TRIM/REMOVE AS NECESSARY i j ROOF/ARRAY #1,2 - PITCH: 20° - AZIMUTH: 221° p O SHEET NUMBER 3 I Ir ROOF STRUCTURE = 2X8 DOUGLAS FIR RAFTERS @16 OC �`�L� SNI ANIS Nbp PV-3 �/_? 23'-14" V" V 3 ENAB N&DRAFTING BY•MIE MINNICK CEP CERTIFIED 051112-129 REVISIONS DESCRIPTION DATE REV ORIGINAL 09-03-2015 20° ACHIEVED MODULE TILT CONTRACTOR SOLAR UNIVERSE 7470 SOUND AVE MATTITUCK, NY 11952 400 IRONRIDGE 28" LICENSE # 43889 H ADJUSTABLE TILT LEG PROJECT NAME 0 � � QUICKMOUNT ® ® 7 FLASHED z 2 X 8 RAFTER STANDOFF w WU C/) V ~ W (2) 5/16" x 6" STAINLESS STEEL LAG BOLTS WITH 2 1/2" MIN THREAD PER STAND OFF SHEET NAME PENETRATION SEALED Of NEWyYO ARRAY 2 TILT WITH GEOCEL 4500 y�P ° SC'gN. J� r J/ � DRAWING SCALE Z� N.T. ' T c FQ 060935-1 C1d` 1 tl. 1 �S. pRoFessloN�' SHEET NUMBER PV-4• LOAD CALCULATIONS ARRAY #1 ARRAY #2 Module Weight 36.96 Lbs 36.96 Lbs DESIGN&DRAFTING BY of Modules 21 8 JAMIE MINNICK Total Module Weight 776.2 Lbs 295.7 Lbs NABCEP CERTIFIED 051112-129 Total Length of Rail 141.5 Ft 70.5 Ft ,� of NEWyo Rail Weight per Foot 0.9 Lbs 0.9 Lbs 5�P C.SID Total Rall Wel ht 127.4 Lbs 63.5 Lbs REVISIONS O.C. DESCRIPTION DATE REV # of standoffs 32 is r2 Lbs 2 Lbsl ! Totalht per Standoff Weight 64.0 Lbs 36 Lbs / / � 16"(E) ASSY #1,2- 2X8 RAFTERS ORIGINAL 09-03-2015 Total Arra Wei ht 967.6 Lbs 395.2 Lbs DOUG FIR @ 16 Point Load 30.2 Lbs 22 Lbs -ZSp 060935, Total Array Area 373.8 Sq Ftl 142.4 So Ft ' J pROPESSIC VA Array Dead Load 2.6Lbs/ScI Ft I 2.8Lbs/Sq Ft As per ASCE 7 - Method 1: 0 Ig -2 to e - i P net =11Kat I Pnet30 eq 6-2 Kzt sec 6.5.7 1 net a e - # - CLIMACTIC AND Ground Ind Speed Live load, Point Max fastener GEOGRAPHIC DESIGN Category Snow Load 3 sec gust pnet30 per pullout load Fastener Type spacing along ARRAY #1,2- 20� CONTRACTOR CRITERIA Pg mph ASCE7, psf Ib. rails, in. A # 20 120 # 468 5/16" x 6" Stainless Steel B # TYP. TYP. # TYP. Lag Bolts Roof Section # # 72.. # SOLAR UNIVERSE (E) ASSY #1,2 2x8 JOIST DOUG FIR @ 16" O.C. 7470 SOUND AVE MATTITUCK, NY 11952 —�—� �_ LICENSE # 43889 H TABLE R_R301.2 1 CLIMATIC AND GEOGRAPHIC DESIGN CRITERIAT -- I---�-- ? -------- � — (E) EXTERIOR WALL PROJECT NAME WIND SUBJECT TO DAMAGE FROM GROUND' SPEED _ FROST SNOW 3 SEC —SEISMIC ,— LINE— ICE SHIELD — W LOAD GUST DESIGN _ DEPTH° TERMITE` UNDERLAYMENT FLOOD a) (PSF) (MPH) CATEGORYe WEATHERINGe (FT-IN) REQUIRED9 HAZARDf ROOF FRAMING DETAIL 20 110_ C _ LU SEVERE___ 3'-0" MODEIZ4TE — YES NO SCALE: 1/2" = 1'-0" 1 TO HEAVY10 For SI.1 pound per square foot=0 0479 kN/m2, 1 mile per hour=1.609 km/h C6 M Z a. Weathering may require a higher strength concrete or grade of masonry than necessary to satisfy the structural LU requirements of this code.The weathering column shall be filled in with the weathering index (e e.,"negligible," " o moderate"or"severe")for concrete as determined from the Weathering Probability Map[Figure R301.2(3)] The (� LU 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 MODULE MOUNTING CLAMP b. The frost line depth may require deeper footings than indicated In Figure 8403 1(1).The jurisdiction shall fill in the UJ frost line depth column with the minimum depth of footing below finish grade SOLAR MODULE STAINLESS STEEL 3/E" C. The jurisdiction shall fill in this part of the table to Indicate the need for protection depending on whether there has BOLT AND NUT been history of local subterranean termite damage. ALUMINUM RAIL d. The jurisdiction shall fill in this part Of the table with the wind speed from the basic wind speed map[Figure ALUMINUM"L"BRACKET 8301 2(4)] Wind exposure category shall be determined on a site-specific basis in accordance with Section R301.2.1 4. SHEET NAME ALUMINUM FLASHING 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 a RAFTER f The jurisdiction shall fill In this part of the table with a the date of the jurisdiction's a 5/16"X 6"STAINLESS ( ) 1 entry into the National Flood STEEL LAG BOLT WITH Insurance Program(date of adoption of the first code or ordinance for management of flood hazard areas),(b)the 2 1/2"MIN THREAD date(s)of the currently effective FIRM and FBFM,or other flood hazard map adopted by `�the community as may be PENETRATION SEALED DRAWING SCALE amended. ' y WITH GEOCEL 4500 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 AS ®T ® 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" I. SHEET NUMBER a ground snow loads to be used in determining the design snow(Dads for roofs are given In Figure R301 2(5)for P�® sites at elevations up to 1000 feet Sites at elevations above 1000 feet shall have their ground snow load increased MOUNTING DETAIL from the mapped value by 2 psf for every 100 feet above 1000 feet SCALE: 1 1/2" = 1'-0" 2 Life's Good x. muo ,no- .S< N{lono'`'.'"'seer",,ere l_j7• lC'°i.f`C n-lodt!lebiend,' is}t''t?u},tt'p%IS thresultufbut Stronyc6n}+Tii1:t;`'l;l' in developing a module.to improve benefits-for customers. Features of Mono XO series include'higher"efficieney`�rid durabiiil., t;iidi}�.�i tlrs'.'Jir•L'a illrrtt"�t?�`t,c!)n�.%[?ili€?il't.InSl.c?�ia'li;7t?,n"tC.{c!•F^_ii:f i{:f.t:. fj; .' , us K� o iG sky Light and Robust Convenient Installation o With a weight of lust 16 8 kg(36 06 th),LG LG modules are carefully designed to benefit installers L�gnt Nlclgl,: modules are proven to demonstrate outstanding by aitownng quick and easy installations-,hroughnut the durability against external pressure up to 5400 Pa Convenient cat Tying,grounding,and connecting stages of modules Enstattatson S 100%EL Test Completed The Extra 2%Power �.Tyr•: All LG modules pass Electioluminescence inspection To minimize losses due to rrnsmatch,LG proc;uces 3 groups �=`-- f r c; _S This EL Inspection detects cracks and other of solar modules Which are cored by iLs citrrnn_ a� EL lest V it imperfections unseen by the naked eye � This enables Mono X{`l to maximizet.,e sys.em's output P f Y' Innen+s,rr+o� by around 2%based over the theoretical C<alr ulatlon Reliable Warranties Positive Power Tolerance LG stands by its products with the strength of a t r.''l n LG provides ngnrous guahty testing t• sour mor a es Linear Vdarrenty global cerporatlon and sterling warranty policies to assure customers of rhe stated pev,er output:,or all LG offers a 10 year product limited warranty and modules,voth a positive nominal to'erance s ::r ting at 3% Yakr,nca a 7.5 year limited linear output wrarranty About LG Electronics LG Electramcs r a mukmaaonal corporation commrttnd:n cxpandiar rts ropsnty nth color�n=i qr husne..,os it;hitu-e,.n^cn engine Our;oi+r cneryy seur,-o °.eai ch prvvzrr.wa;Id:nche::n 1>;fiS Sac'r•�."•ylG Group rch expenenc.m sen+�conductors LCD che,s:y anu eie_crome matenaie industry We successfully released the first Mono Xyse—to Ih,•-Act n-.20 L h•. s•to m J cean••,;in<yea_t 1 ."ra Y,`�NeON .•ion'In•e�solar A:•rad",whish p•oved a;leedmc mno+acwn i;rhe rndu•rry //per k 1 T Z { • O � �}{ Mechanical Properties Electrical Properties(STC*) Cells 6,X 10 LG280S1C-B3 Celt vendor - - LG- _ Maximum power at STC(Pmpp) 280 Ceit type - Mbnoc,jstailine ., IJIPP voltage(Vmpp) 31 9 Celt dimensions '', -'-156,5 x156.5 mm!6 x 6 in tviPP current(Impp) 878 I,of bulbar 3 -- Open circuit voltage(Voc) 38.8 Dimensions(L x Ulf x H)' `' 1646 x 1000 y,35 mm 64 57 x 39 37 x 1 38 in Short circuit current(isc) 933 Static snoLv(oad 5400 Pa/113 ps'.- Module efficiency Static w4nd'oa4` 2400 Pa'/50 psf ' Operating temperature(`C) -40--90 Weight 16 8-i_0 5 kg/36 96 s 1 1 ib Maximum system voltage(V) 1000(IEC),600(UL) Convertor type MCA connector IP 67 Maximum series fuse rating(A) is Junction hay l?67.with 3 bypass diodes Power tolerance(!) 0-3 3 Length of cables 1000 mm i 39 37 in 51C tstand7�d Ta Cond,00nj r d,onco 1300 v.+r:rr,,vowlo c—l,—tere zs°r.APA t s GlassHtgii transm scion tempered glass -Theta—lite power outputs meeasadanc de,mored by LG Ei>aromc,4atroPand absunrtedls recon name ArwdizEd alurn r um Electrical Properties(NOCT*) Certification and Warranty' LG28051 C-63 Maximum ponder at NOC7(Pmpp) 205 Certifications •iEC 61215,IEC 61^730-1/-2, SaltMlstCorrosionTest.(IEC61701), MPP voltage(Vmpp) 293 [7t,G-rolttisTest'Ammonia Resistance", MPP current(impp) 700 `U!.1703;150 9pt)1� Open circuit voltage(Voc) 360 Product warranty 10 years Short circuit current(Isc) 752 Output warranty of Pmax Efficiency reduction <45% tore sJremcn:Tciernece.3..) ;- GmltedlJnearVitarrant"" a. Y„ trrom loony1/m'tD zoa w/m:) •i)t st yes 9756,2)Aferi tnd y5ac0.7?oo annt>ulC,gradarion,3}8D 2:S for 26 yaws 'NOCT(Nominal Oparanng CeU Temperamrey 1a dunce 80G`N/ma,amblont temperature 70°..,wnd cp"d l mle Temperature Coefficients;, ° Dimensions(mm/in) h)OCT -4 1000/3937 Drai�(4 ).) (Siv of uhoA title) PmpPl ,. 043%/.0 4Sao/37ao Nefance befwan mounlmg FaNs) to/Dn Voc -031%/°C r !!^^ ,14an a9 ar— Ist 0 04 VVC JYnA]on bin 12-043 Grountling Fa,eu112os) -) (� Characteristic Curves a oa o z•le-) T Nn.nR.9 hee.(a..) I 1000 w I B J. U 2 1000/3997 SOOW Uble len 8 600 IV r% E E Y Mel aF 8t h E � 70a V1 in 6 I� -5 2D 25 30 35 `0 Voltage(V) 9x4/3717 II Etri .`.-'±a.„.... ......... .... ... .........-------___. —-_.. m � o VOc CIA s/3 ------ ----............. ....................... ....... `. .. 35/138 10/OAO 10/040 Pmax -'----------------------... ------__- --- 4 0/016 sslo zz n m a R15/00a D•IwIX Defa,lV Defe112 28/110 21/087 0 --D .i 0 25 so 75 go Tempenture('C) t0ngsldefr3me 5hortsideframe �eei,...n«ee.lnee�tru.ul�tef lFe h?mil;S!y- dt-e.tcies fdorth Aaenca Solar Dusmess Team Produce specficaunns are subject to change vnthout route LG f(ectronlcs U S A Inc -LG L,fe's Comi'is a regls,,d traoa—d of LC CD•o � yj 1 GGE;+ 1001,Syle.,,Ave, Ni other traderrar4;tl-p the property of tr elr'esoecti.e D vels y Englewood Cdffe,N107632 115-A3-6C-C-1,5 F-EN-20829 With LG,it's all possible° Lite'sGood Conr=aCepynght(d201ALGEleet—x,Alingi,ereserved -rror,.i9wiaruea corn 06/11/2014 i }t`�s•t.$3 r I'`�r� -'-.:<:.�k( s.A'� rd€t"...s;�. .:., �, y } '{ r�r � ,-gt �•;:dr 2'•}._'"i k'y v::d5 a,�.�t H�:ta ,t'.e •�.,y ,4$ is d `h Rr°t$' ,�:,`,°`�."�•; `t:n ', �S ids �F�,�•,t� �'< r, ai 5y�}�� i � lf�S £`''l.,` 3,.�7.Y..yRe Sola a kits° � si�a$''sr �{ � 3' ,.-S�•iQ $�-p7�;y.ufi tYf 'lY dr'ir.'ik"s%3t Sgt,6'' •,YSxj iSg'vti4 ?P ff ; '� ®I r gSingler t(t g'`a d., � R• € ��F°s ;4j: : < j j�ec t • "MIA 4ipp7Yi:•�y�,ft(re^"ssa•{'f�,�-1wF,"-•'d•.ps6icaFor North AmerI.' .'i�"Nk•,}-ppPCFxK44��lw",.';fY,/r•�=.A. µ$L"',; %'(' �it r`�'`•fr}a.!11`f,YpE5°s-;t,Y},�,ak0.` }v q1, �3s ' S E o a C t $ o A-ui 1 sE soaA-ui �E oaoa-us , SEaaaaA-US }, �r • > 1 i(I�K �' . 4 : , }°r. .p� i 41L fin'"• Er ::" x p }"" M3/C_• SE7Ga0A-US SEaaaOA-US SE114aaA-US v�, 4 ' J =ff'� 'f r „trt, t '_{ -,....4g,YjY:i.• rz,'t k :� �` r 3 n �., �.>• fi•x>f,�<:�a i'ti,s,"3-'} `"}k.��S.t:�� r IM 14 ��iX "` 3f{`'}v,: r('z.{,a: .7i."34a•.i:��L�.:x{i4' -I�4. - E • }t {"� "'$'4` f. �3Ya t:'� �'7Y4 ter' §'�i^v�'f'vk.;"."'a,r1 '^d ,S 4f;•ri9 �,t • � - _ � �.fru't{r.="'w:' Ill }� 1,{ { � .;jI .� Lu'�' c<� ;,fy;• 1,. 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Y £;-k..,,u:c:�.,,t^ QR'�„4xr°°� ';��+..x::v' 't „E°N`i,.�`x',d,.Vit= A r�.':„t^a'•,t. ::,. _ ,,”. �' a 'a 1 '`'".a'A.?'�, �,'t=t'"'.y'`q:'Yf;; ',a,�•�;n,�'�y}<i,r,KG.nt$4J,��ia� , 'd`�'��.�'+�,� .S�,rdih`;�q✓;+'�$A,��,'("I`,o�r„jr..`i•:,t`��,.�'.y k,'tl�ijy r: i'��":e:.�Yd� �-'h".. ifti.'' §t' i'.�.N,c, � �• t'j, R '.^a �1f1..r"�:�'_".=:1 e:,} S�•"t�. i • <t �•- ,,,�^ iF,.. �,�;;y ,.it"a, Y�==i: �'��a.t ky`" ` tij t4:^ t'i£`°,.i9 1�s#«! � �'� T'; ,j,.ty tq xfy y�,, �:4�a>j^:.9 ,•t°ia'".v':'i i.x£a? I��e�y :R' C: GI ,� 3' .� �j�:aq r:�� .�{ -„ 1b• '�,'=ai"-' a'.' �,_",.v".;.ate:�,�y+ 4� 'l.r,'. '..9`, > .} „a^ :i� i �t 4xL'�'k?' ..p�t•�` .:a.-� '., -0 a �,r�.,#rg,.,� •�q :: 'S`�r ti".,t.',:. y r 'k:�s �,:. Iii�`' d$, ...i..+.:s.._3d,..�l�.d� �,E � }k;.1 Fri;�.jr ''S`"�.M1'!+"�:�Pi� i'yir I�.£w:•. 1��}}€}j}ff((d The hest choice for SolarEdge enabled systems ® Integrated arc fault protection(Type 1)for NEC 2011690.11 compliance — Superior efficiency(98%) ® Small,lightweight and easy to install on provided bracket — Built-in module-level monitoring ® Internet connection through Ethernet or Wireless Outdoor and indoor installation Fixed voltage inverter,DC/AC conversion only — Pre-assembled Safety Switch for faster installation ® Optional—revenue grade data,ANSI C12.1 USA-GERMANY-ITALY-FRANCE JAPAN-CHINA-AUSTRALIA-THE NETHERLANDS-ISRAEL wJi r.S{3l2CvQ ' •i"S g solar.] ±® �- Singe Phase Inverters for North America 7 If, SE3000A-Us J SE380OA-US/SE500GA-LJS/SESOOOA-US I S E 7 6 0 0 A-U S/SE10000A-(JS/SF11400A-Lis _ 4 SE3000A-US SE3800A-US t SESOOOA-US SE6000A-US SE760OA-US SE10000A1-US SE1140OA-US OUTPUT 9980 @ 208V Nominal AC Power Output 3000 3800 5000 6000 i 7600 11400 VA ........•.............I............._.._. ........ ._._ ..,..I..... -.........1,10000 @•240V. .-.._............ .......... I ! Max AC Power Output 3300 ( 4150 5450 @ 240V 5400 @ 208V ' 6000 8350 10800 @ 208V 1 10950240V 12000 I VA ((( III AC Output Voltage Min Nom Max Ill V 183 208 229 Vac . .. ...... (_ ....... ..... .........�.. ............. .....-.✓... .,_ .._- .. ....,....� ...................... .. ....... ...... AC Output Voltage Min:Nom:MaxJli 211-240-264 Vac - I/ •/ I/ I/ V V :....................... ...............�.............. .._.._........-, .....................-......_.1. ........ ... ... .... ...... ...,. ._.... AC Fretquency Min:Nom-Max.lti 59 3-60-60 5(with HI country semng 57-60-60 5) Hz .. .. ............. ............ ... ........... ................................... ..47.5 .. Z4 @ 208V 48 @ 208V Max Continuous Output Current 125 16 25 32 47 5 A ..............�._..._.-......�._21 240V..�............... `-.42.�.240V... . ..,,........ GFDI Thresho{d C 1 A _Utile Monitoring,Islanding Protection,Country Configurable Thresholds Yes Yes INPUT _ _ Maximum DC Power(STC) 4050 5100 6750 8100 10250 C 13500 153500��W . .................... Transformer-less,UngroundedYes I- -- .... ............ Max:Input Voltage f 500 I Vdc Nom.DC input Voltage € 325 @ 208V/350 @ 240V Vdc 16 5 @ 208V 33 @ 208V Max.Input Currentlzl 9 5 13 OV 18 23 30 40V 34 5 Ad :..:.....:.:.....................:...:..� ... �........_..._.�.15:5 24,... ..................,..:.......... .....5.Q.?......�.....,....,..... Max.Input Short Circuit Current 45 Adc ..°,.°....•,_,. rcui.,,..,,,,.., ..... ................ ............... ................ . ......... .... Revetse-PolarityP.rotection � Yes . .......... ..... .... ....... .......... ..................... ................ . Ground Fault Isolation Detection 600ka Sensitiwty Maximum Inverter Efficiency° 97.7 i 98.2 98.3 98.3 t,_..,.98 98,.„.,. 98 _ / (( 97.5 @ 208V I3 5 97 @ 208V CEC Weighted Efficiency.... .. ..... .....97.5,....x._.....9$......t..98,x?240V.,�.....97.5,,.,.{.... 97 5.,....�, 97 5. ....� ...%.... Nighttime Power Consumption <25 <4 W ADDITIONAL FEATURES Supported Communication interfaces- RS485,RS232,Ethernet,ZlgBee(optional)', ....................... .. :.... ........ ............ Revenue Grade Data,................ANSI C12.1Optional' ..................................:.. Rapid Shutdown-NEC 2014 690,12 Functionality enabled when Sola rEdge rapid shutdown kit is installedwl STAkDARD COMPLIANCE ” Safety UL1741,UL1699B_UL1998,CSA 22 2 ._.....I...... .... ........ ... ....................................... ,,....................Gnd Connection Standards IEEE1547 ..... ...... �............... .............. ............... Emissions." FCC partly class B INSTALLATION SPECIFICATIONS At output conduit size/"AWG ran e 3/4',minimum/16-6 AWG 3/4',minimum/8-3 AWG ...__.. ......................... ._ ... ,.... DC input conduit size/#of strings/ 3/4"minimum/1-2 strings 3/4' minimum/1-2 strings/=16-6 AWG I I A!!fG Dimensions with Safety Switch..................... 14 6 AWG ...,. ..... .. 3 ............. 0 5/ in/ t} 30-Sx12.5x7.2/775x315x184 0.5 x 12.5 x �IixWxD).....:::....... ......:.......i 775 x 315 x 260 ...... mm.._ Weight with Safety Switch 51.2/23.2 S4 7/24.7 88.4%40.1 I Ib/kg ............... .............._... ._............. ..........._., ....,..._... ... ..., ....... . Natural convection Cooling Natural Convection and internal Fans(user replaceable) fan(user ............... ......... .... replaceable).. ._............... ................ .. . ..... Noise <25 <50 I dBA Min.-Max.Operating Temperature 13 to+140/ 25 to+60(-40 to+60 version available ) F/°C -.� _ 151 ( ' Rang?..._. .... ................................................ ... ............ Protection Rating ..................�.._..._..._._,. NEMA 3R I'f For other regional settings please contact SolarEdge support R;A higher current source maybe used,the inverter will limit its input current to the values stated I°Revenue grade inverter P/N SExxxxA-USOOONNR2(for 7600W inverter SE7600A-US0021\11\1112) Iai Rapid shutdovm kit P/N SE1000-RSD-SI X51-40 version P/N SExx A-USOOONNU4(for 7600W inverter SE7600A-US002NNU4) r -a.?�. ..j .':a ;:J,y,'„`.c•.;s%:. '•-i.:' d $'rP•rbY,� .Lni1t •.i'f;,}} ti.' . :z+'i,,,,:� �,'�; k€.,*:"• *.� �'• t�.r• � 'mr. '�si� ..v fi q,' r .i 3rd i,. ztv....n..,n.>-:« 3 '`'7.�s ,F, �'+'''`'��',.'• >w-,< 7�. %..,>... - } i.' '"� ,:.'.,�.'+• �'a. ..: � 'ti ei��-:' h. hPh;_v �,et-p�`r�.,.Y -"�'+,a.=,{gyp+8:-.v"4^ u', t S^ f; �SUfISPEC ® S x is . r,. ,g . 'k"-,- .—«�c,.«x• rR � .Z:,•M ' `.,.he'{v,•w'�' � v. .i .'v r a;t• :;w `j#s:"�a: - �� -�'j ' -�'.a�:i. '=�,'�.- �'. :e' -. .,:.•,.:, yt fP'4 : ,�, �rvr; ,r •c.2, ;:z c' •z• t•,k.` Y .4. �.. -�• .J. ..;'• '4�.`i„s '.F'ro"''F'.'x z. x-C"7 :+�5'�^"•.. i' '>•,qA . ,'Y�"�,Iq .4. ..S? 1 '' i•N' ..ts:x yi •t «i. �. .:, t IRONRI®GE Roof Mount System XR10 Rad XR100 Rad XR1000 Rad internal Splices A low-profile mounting rail The ultimate residential A heavy:veight mounting All rads use internal spikes for regions with light snow. solar mounting rad rad for commercial projects. for seamless connections W spanning capability 9'spanning capability 12•spanning capability Self-tapping screws " Moderate load capability t pa ty Heavyload capability Extreme toad capability Varying versions for rads Clear anodized finish Clear&black anod finish Clear anodized finish Grounding Straps offered r " FtashFoot Slotted L-Fent 'Standoffs Till Legs Anchor,hash,and mount' _ ,Drop-in design for rapid rad Raise flush or tilted Tilt assembly to desired with ail-m-ons,attachments. attachment systems to various heights angle,up to 45 degrees Ships with all hardware High-friction serrated face Works with vent flashing Attaches directly to rad IBC&1RC'comphant Heavy-duty profile shape Ships pre-assembled Ships with all hardware Certified with XR Rads Clear&black anod finish Lengths from 3'to 9" Fixed and adjustable - �;ir.r•.r,=.a L.,v,utuiur•.s -_._,__-_..__._.M__._.. _ - ' IronRidge builds the strongest root mounting system in solar Every component has been tested to the limit j and proven in extreme environments. End Clamps Ground!ng Mid Clomps"' T-Solt Grounding Lugs Accessories Our rigorous approach has led to unique structural features,such as curved rads and re nlorced flashings,and is also why our products ate fully certified,code compliant and backed by a 20-year warranty. Strength Tested s $ PE Certified All components evaluated for superior Pre-Stamped engineering letters Slide in clamps and secure Attach and ground modules Ground system using the Provide a finished and slrtictural performance available In most stales modules at ends of rads. in the middle of the rad. rail's lop slot organized look fur rails Mill finish&black anod. Parallel bondiirig T-bolt Easy top-slot mounting Snap-in Wire Clips A Fire Rating Design Software Sizes from 1.22"to 2.3" Reusable up to 10 limes Eliminates pie-drilling Perfected End Caps Class Optional Under Clamps Mill&black stainless Swivels in any direction UV-prolected polymer Certified to maintain the fire resistance ,; Online tool generates a complete bill of rating of the existing roof materials in minutes. i r �l Design Assistant NASCEP Certified Training Integrated Grounding 20 Year Warranty 0 Go from rough layout to fully - Earn free continuing education credos. UL 2703 system ohnunates separate '. Twice the protection offered by t engineered system For free while learmn.1 more about our systems. module grounding components compet,lors. i " ` =v, a ,•+; , t' AUTHORIZATION TO MARK Installation Overview i Install Roof Attachments ' Install appropriate roof flashing and/or standoff for root type Ins duthvnzus the npphr diun of lhn CCrdhr.nnr.n hlo,los)sh,n 11 bs:fnrr In lh:r mnd•-sls dasaihe(t in tho Product(") •Attach L-Feet to flashing or standoff Co,.(rwl so,twn v.hun uredo u1 n-ri,don-o.dth Iho tonthtions Yfit forth in the Certification Arlroonuint and I-iiiin(I P;nor) Th..mul¢rk,non also apph,,3 to multip,o lisl�o motel):)ulontilrnl on tho cnrroialinn pay,r of the Lr;hng R,.port Prepare Rail Connections rots docu nrrl i,!lin propody of inlorlek F<stu,g Svrvters dnd is not Winsfor<ib4, Thr,ratification mark(s)may ho ` appnerl only a'the forabon of lhr Pavy Auurnn4atl To Apply rotary •Insert splice Into first rad,then secure with Grounding Strap and self-drilling screw Apphcant IrniiPoulge Inc Manufacturer IrnnRrr,,)e Inc •Slide second rail over splice,then secure with opposite end of Ad(bo,s 1135 1rd C Aro Address lea:;ACA 9.5l Rued Grounding Strap and sell-drilling screw, Nayt+artl GA&JSJ4 wdpis.OA 9bdt30 Cnunlry USA Country USA - - Contact Yarm Schwarz Contar.t. Jan Norserarthy (3fi`J)227'352, Mount&Ground Rails Piton.. (57e)225-Gar3 Phone. (800)227-9523 FAX (707)1513.1833 FAX- (701)-159-1 B33 •Attach rads to L-Feel and level rails Emml ycehiv u;•aairnnndgn coin Email 3norsworlhy L,Jroondga Com , Install one Grounding Lug per row of modules. Party Authorized To Appy Mark S.nne n,Gianufacturor Report Usuing Office Lako Foro:.l.CA !} i', 1-lr.r; xs,.,;,r`:. •Connect Grounding Lug to grounding conductor Control Number 4007559 Authorizer)by fnr 1 homas J Pattoraon,Ccitification Manager ETL CLASBiRCe Install Modules&Clamps ^- - •- - -- Install first module using End Clamps and Grounding Mid Clamps. �y Install additional modules using Grounding Mid Clamps, Intertek Finish row with a second pair of End Clamps Thin decurrent:.utiersrdes all prcwnu:i AUIlX,za1.nn3 to Mar%fa out noted Rt-port Number • .,�..s,t.ys.,� ,ourv',i,.,.w° ro:w r..:a..�r:r r,... .rr., ..,:":.....f',re rv4i.a>:...ry:.i>: n.ir:v-a�a:'-aa>.,p..a.v..r...s.y.....✓a:o.n•ern•>.,.:,r tt�r.•t.x.<•t�'e»�•.,•r.-.t .. .�r i.,...',,V_..�.•,r .... . ...v: .a Testing&Certification d;.., n Module Frame Compatibility The IronRidge Integrated Grounding 60ra,.l,r sn:+�sr:n irv.NA to, System has been tested and certified to Dimension Ranga •,;.oto„,,,n iwaJ,•,I;31nn Htt,ghrg,r wiles UL 2703 by Intertek Group plc. - - Tt::,•;,:.oiw 8X,,3.-3651 or(i-17-21 1-5eu'7 Far 312-WI-113t2 _ A 31 Cram-51 Omm UL Subtr:cl 2703 Outline of Inveatigab(,n for Pack Mounting Sycloma and Clamping Dovices for Flat-Plate UL 2703 is a proposed UL standard " I f3 5 08mm(minimum) Standmd(s) phnlovofimc Mnddta..end Pmacls,Issue Nun16c __. r 1,oclorx-r a,z0to for evaluating solar module mounting � An,rncvJufn hdmu,.vno=e narameiurs are not i�s,od m me Pro44,c1 41-:ka,ts,•nit,In!r;nrat^d Geon„tlmg and clamping devices.It ensures these iPrnvir3ed fable M1ave not lean lusted for rompalt,ifily eland harrie-NA devices will maintain strong electrical and rAo(feIs til-CiGD-0e5 st-s1Gual;,a,51•burw-out ands}-"5.001 - mechanical connections over anevtendPd period of-time in extreme outdoor The Gromu)mg Clamp bas proven robust in grounding 60-cell and environments 72-cell solar module frames with box construction and a range of anodizalion thicknosscs. The testing process closely mirrors that All solar modules listed to UL 1703 and with frame construr9mn of UL 1703,the solar module testing within the parameters stated Above are corrpat:bfe with the standard,including temperature and IronRidge Integrated Grounding System humidity cycling,electrical and mechanical load testing.and manuf3oturing quality reviews ria, 1 0 3 ,i hY 1ssuEd 1(J•IJO:•^hi i.: i ©NRIDGE XR Rail Family ,� J Starling Madison Lofquist, Inc. '� '• .. 5224 South 39"Street,Phoenix,Arizona 85040 •�,-'�'`'-,�., tel.(602)438-2500 fax-(602)438-2505 www smleng coin O`+er lieu Ir'elune,sola)panels expenenl.e countless ;' `r•'�°:,�,«;a"'s extreme weatier events Not just the worst sfonris Ili years, Z bL;t the tvnrsl storms in 40 years High winds ca able of e •,•, Q Y' q"""R'� ripping rutulsirrn aroof.and snowfalls weirluiir Irl>nRull:c lunelh,2014 e u trio buckle a tanel frame d 3 d"�µ`< '` I-!9>lcph r,\vc Page I of I i 9 panel II,iV nil.C`:\945.14 XR RM5 are Inc strucloral backbone preventing Ihusr3 results they resist uplift,protect . Alto Mr Das id I' laugart,\tee Ptcstdent I'loeluct; nr)alnst buckling and safely and efficiently - _ Iransfor loadsInto the budding structure 7hr.0 supepenoi spanning rapabthty p. > Subject ironKidge XR 10 Rail.Roo rFlusll\lunntlm.;Sy.slcm—Strn(turnl Analy,a, al „ d.",t ` �. Ingnucs lever roof altachments, loclurlrg the number of tool Y penetrations and the amount Dv;.r Sit of installation Gine fi 1Vc have analyzed the 1ronRldgc XR 10 Rail tut the,ub3cct nulm niudula,uppart,;,rain and p deternuned that,lilt the configurations and criteria desel Ibcd below.it ism compliance 11 kilt the C .e• ' , applicable 5echoil,ol'ihc following Reference Document, Codcs ASC'E:iSE17.10 Mill Dc ogo L.otx s iia 13uddil ,,s 011ier Stnicturc, a, International Budding Code 2012 Edition " Calill nia Building Code 2013 Ldmon Other AC'428,Acceptance Criteria lin t1o(lulat Franung Syetenl,Uz l to Support 1'V ' S Modules,dat.d rflecu,e November 1,2012 by ICC-ES Aluminum Dc,ign Manual,2010 L•dition Force-Stabilizing Curve The IronRalge XRIO Rad n an exuuded nlunlnlinn cechon with an overall depth of t 75 In.and a net 'r=.,. Slopca Nni,genm;+!c lxah:ortcut and lGlL al i rea ckf 0.363 sg,ln. 'Re rails are ttwd tit,tipporl solar modules.typical Iv.oil the Tool*of a building nn Mu"! ;7 rails v,hlcl,cdnc.+lose It em Sec Exhibit A—attached The rails ore clamped to aluminum angle brackets that tic either attached r,.aJ,vl aro t.a;t rt•a Cu•:ptl`dk p„of XR Rin!: dilecly to like roof Boning or attached to a stand that Is,crcivcd to the rvof frenula rhe itni,art P, - .. .,q <c}el.ally aurpu,•i to In;s++ar-r,�Vv qm In Cosh _ - ri rnr IWn3':hJg fUs:sfn`�taro arsir}7 TMS umq;m, (iiaLmle(I aCn)Sti 1110,IOpt\hili a+,111811 Clcar ince(flush mounting)to I]l:undei k ing rool•stntcturc gM-11G,UM-101 c^:ashy dwl I04:•,rro laic installed solar modules are m the Sautc slope a,the underlying roof etructuae �'>5 no.dPer an;1 a lon7o.at9tmn l.t(qun,; • x' y y} All load,are transferied to the roof(rtnuu+ through the;wpto hnlcket-.by,impie,bl-amr l flc\tar of the nil. The maximum ilmn ul'thc lads i,gutelned b) eriher the mid-spam flexural stray>I:c or tike deflection rciµmca?r kit Iluu rho nil not come into conlnct t,Itll the roof The zffret at seismic load,(Ibr.ill dcsmgn care nrI ,A-F)have he ni detcrnined tit b,Ins,than the cric( (file In wind load;In all lock condition,:and combination, i'herefore,the nintlnunt allowable ,n.Iils for conlinuil load c,Iles'Iry%hown In Tahlt 1.2 t 3 behm fill 0-6 degice,lope,,T..blcs 4,5. ...._ .._ Flat nn-Rosista _-..._ A'•G belo:v fat 1-27 degree slope,.and I`able,7 y R 9 below for 28-45 deglcc slopes. Compatible with Flat&Pitched Neots i Corroslnn-Resistant Maloriats ._, ti n„a:.Y r,. -Ilnnn ci;)aa..L^. All XP rills 131r-•1t2;1aol n:.11lr..>:1 r.,a•: 1 COn,h1IUIJ I,I, a 12"'j•:GI lilt 1-, allot Wn'1101"CIU.1 runt\an Cot Vin;to,83t tu+taf.:^n eln•SB An•xo_1C�j rcc.nos ', .;i s -�ell.•r pm;hr•y nn:: .•. ,' rept nuro•`n:x� 3 nlet SInrWat r:arCsrn:;:.ri9 also Darn+ou:n e{5��, � ^c:1Cnn:C•lic .. •- l Jpad:C.11n.,S r 1 .l ilio,l 31--Ivc am'%.:tf 4mw Skirting Mad,,ml l.ofrtnnt,Inc Cnunnitint,Struuural and r,,mrtrie Engineer, htmltulgc .time 16,2014 lronRidgc hmc 16,,2014 PIr David F Taggart Page 5 of.)I %In'David F.Taggart Page 6`6r 11, IronPvdgc XR I0 Rml.itOnrFlush\taunting System-Stmentral Anatly5is IronRidge XR10 Pxd,RoorFlush Mounting System-Strtictltral Annlysls Toole 4-MAXIMUM SPON(inches)-Roof Slope.7 to 27 Dagcees-Wlnd Zone 2 Table 5-,MAXIPAUM,SPANS(inches)-Roof Slope 7 to 27-D, rees_-'Hind Zone 2 riR10 span Ground Snow Load XR10 Nltnd R.nt Spired - Rail Speed Ground Snow Load, E,:posure mph 0 psf 1 F 20 30 , 30 4U so 60 70 GO 90 Ex aosun- mph D 10 20 30 110 50 6t3 70 80 90 psF st sf sf t p psi s( sf st sf sf -si 1 sf st =,f tUU 75 65 55 49 43 39 35 33 31 29 - 3 _ _- 100 72 65 55 49 43 39 35 - 3 l 31 - 29 105 75 G5 55- a9 43 _ 39 35 33 ( 31- 29 105 69 65- 554 A9 -43 39 35- .3L 31 29 110 -75_ 65 55 49 113 39 35 33" 31- 29 11D 6G 65 7!E7 •10 43 39 35 33 31 �29 120 75 65 55 a0 43 -39 35 - 33 31 ~29 _ 120 60' GO_ 55 49 43 _3_9 35 33 _31 29 Cntogo y -i3i)- _75 65 55- a9-- 113^ -39 ry 35 33 31 2fJ Catngory 130 56 56 55 49 43 39u 35 33 31 29 6 1110 --71 65 y55 49- 43 39 35 33 31 29 _ 4 140 52 52 _ 52 49-_ 43 39 35 33 31 1:i0 GG GS--_ 55 49 4.i 39 35 33� 31 _ 2(t 150 49 49 ,49_ 49 43 39 3b 33_ 31 i 29 l 1 G -i 2' G2 ({-54 48 43 39 35 _jjf 33 i 31 29 1GU 46 4D 46,-_ a6 43, 39 35 33 31 i 29 ry 170 59 -591 5:1- =37 - 43- 39 35 i-33- 31 29 - - -" 100 170' 43 43- 43 43 1 113- a 39 I 35 33 31 29 _ 75 G5 .5S 110 43 _3t3 35 3; 31 29 100 61 G3 55 119 { 43 3J 35 33 _31 29- 105 75 65 _65 55 19 43 ( 39 35 33 -31 29 105 58 58 55- 49 I 13 ( 39 35 33 31 I 29 _ _ 1 10 75 I 65-,_5.5 �_, --113 39 35 3`31 I 29 - - ! 110�_-_56_ _ 56 55 119 i 113 39 _ 35 33 31 29 -120__70 65 50_ 49 _ 43 39 35 :13 31 2J 120 51 51 51 49 I 43 39 35 33�`31 I 29 C.,ECory ""_211 - -G5 61-- 5=1 _( 4 b 43 -39 35_ 33 31 29 Category 130 48 48' 48- 4 1 43 39 -33 ~,.J t 29 1414 60 60 -6.3- c A3 39 35 33 31 29 140 44 44 44, 44 113 39 35 33 31 ! 29 `. IS_ SG 53 52 117 43 39 35 _ 33 31 29 150 41 qt 41 <t1 f 41 .39 35 33_ 31_i_ 29 1614 53 53 51 4v 42 39-1 35 ry 33 31 29i 1ti0 39 39 39 39 1_39_ 39 35 33 ,31 j 29 170 -50 50 _ 50 45� di 1 38 35 33 31 29 170 36, 36 30 3G 1 3G 36 35 33_ 31 29 100 75 65 55 49 43 39 35 33 31 20 1DD 56 5G 55 119 ! 43 39 35 33 31 29 105 _73 65 55 49 43 ( 39 35 33 31V^ 20 105 51 54 xt 119 1- i3 39 35 .� 33 31 2D t 10 7_0 - -r 105 5 .i9 43 _39_ 3a 33~ 31 29 110 52 52_ 52 40 -43 39 35 :t3 31� 29 _t20_ 64 &1 54 48 43 39 35 33 33 20 i20 47 47 -'47 117 43 39 35 33 -S-1-1 29 ---3-3 -31 - ! 1314 GO 60 _53_ 47 113 -3� 35 20 CatD° 130_ 411 44 44 44 43 39 35 33 31; I 29 110 65 55 _ 52_ 4{y a2_ _39 'r"3g g3 31 29 140 =:3 41 41 dt i 41 - 35 M 33 31 2J -151452_ 52 50 { 116 42 34 38 _ 33 _ 3t 2fl 150 38 38 }8 38 38 38 35 -33 31 29 tG0 a9 49 49 45 - 41 38 35 33 31 29 - _ 38 __ _ -------- ----------3__------ _-r 1614 36 _ 311 3G 36 36 36 _35 -33 31 29 17D 46 ! 46 40 44 40 37 35 33 31 '26 170 33 33 33 33-1 33 1 33 33 33 31 29 holy,-,ca PaI�c 11 - - - �rarit uf,J1.rcLrr,n(,rlrtr,r.i,Ing. Can>nttiog Stmcturd and Torvi 4c Lngmcen. Starting Nlitdiswt I.ofyd.t,Inc. Gmxniting Srnucnnal:end P-rnmsw Emgincorg i InmR,dre June 1(.,2O 1 1= IronRulgc .hide 16.-20H P.I r David 1: Tag,a;I Page 7 or l 1 A4r David F.1 a=girt ItonRrdge\R10 Ball•Rl1of Plod,MmI[Ill g System- APII}s1` f age 1 f of I I y IrrttlRidge\RIO Raiff .onf Plasia�luanhng"l%mh Sintuural Annl+%is I a1:4, G-M.AXI?'WA>t'rA°V5(inches)-Roof Slope 7 to 27 Dog(,:Ls-MI'll Znne 3 - iabulatctl value\are based on tIC f<+Ilu\vrny(.ill ria. xR10 Vvind Rad Speed Ground Snow Load 1. Building ,,can ronf height-30 It Exposure mph 0 ps1 10 20 30 40 50 60 70 80 90 2. RiFk Category I sf psf lsf I Obf lsi psi list tsf PSI 3. Solar n16 dale long diltlellaat -67.5 ill 100 59 59 55 40 43 39 15__ 33 f 31 29 4. Provide 2 in.clear butween roll and rail w105 56 56 _55--49--- _.4l 39 35 33 31 29- k 5. End cantilever span(m.rx) ,f WIGI CLAUDIO SCIANDRA, P.E. 5 Wesleyan Court 'Smithtown, NY 11787-3011 • (631)543-2953 fax(631)543-1526 E-mail: Ics4d@,aol,coma Friday, September 11, 2015 Eastern Energy Systems 7470 Sound Avenue Mattituck, Now York 44952 Tel. 631-779-4004 Attn.: Mr. Mike Lawton Engineer/Project Wwaor -Re: Twenty Nine (29)280 W P. V. Roof Tod Solar Panel Array, 8.12 kw Total Outuut, for Wells Residence—310 Cedar Drive 1Mattitttok. New York 14-952 Dear Mr. Lawton: Pursuant to your request, I have reviewed the following information regarding the subject roof top Aotar pear : Cover Shy with Site VisitNerif tion°premed-by`E28ys- 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#he.soW panes% ThLs.�'� was preWneed by USyss aund-wil-,be'uNized 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 supportthe additional loads-imposed by the solar panel arrays and offer the following comments-- The ommenterThe existing roof type is provided with asphalt shingles, 2"x6" Douglas Fir.rafters at 16" on center,with20°-roof pit r' foarray#1,W fGrartay#2,.Z„ „celljng jolstsat 1G"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: 2.8 lbs/sq. ft. Total Weight of Array 1: 967.6 lbs Tom-WeW of�2- 21 tt, The above values-are within sweptablea limits-d 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 suoporte a neo paw -gh o -dance=, talled-c"recUy. The onsitle inspection-and ttie.photographs w# t the roof framing ain.Vood 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,theri 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, SEVASCE 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, Auigiio Scia ra, P. E. OF NEW YO 060935- AR�PE8SIONp'w I d ELECTRICAL INSPECTION REQUIRED . I w APROVED AS NOTED DATP.# FEE:® 6b. BY: j NOTIFY BUILDING DEPARTMENT AT 765-1802 8 AM TO 4 PM FOR THE FOLLOWING INSPECTIONS: RETAIN STORM WATER RUNOFF 1. FOUNDATION - TWO REQUiRED FOR POURED CONCRETE PURSUANT TO CHAPTER 236 � 2. ROUGH - FRAMIING & PLUMBING OF THE TOWN CODE. 3. INSULATION 4. FINAL - CONSTRUCTION MUST BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEET THE REQUIREMENT S OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. COMPLY WITH ALL CODES OF 4 NEW YORK STATE & TOWN CODES AS REQUIRED AND CONDITIONS OF Mull OCCUPANCY OR USE IS UNLAWFUL i WITHOUT CERTIFICATE OF OCCUPANCY J SCOPE OF WORK Q- -�J C , DMltr-N&DRAFTI.I.BY: ,1,41�AIE MINNICK, NbaCEP CERTIF18D TO INSTALL A 8.12 KW SOLAR PHOTOVOLTAIC (PV) SYSTEM AT THE p ` \ �\ /` ` \~ o51112-129 WELLS RESIDENCE, LOCATED AT 310 CEDAR DRIVE, MATTITCK, NY 11952. THE POWER GENERATED BY THE PV SYSTEM WILL BE INTERCONNECTED ' r ` ;REVISIONS WITH THE UTILITY GRID THROUGH THE EXISTING ELECTRICAL SERVICE EQUIPMENT. Ll oescrTlP'1 ION DATI= kE W' THE PV SYSTEM DOES NOT INCLUDE STORAGE BATTERIES. SYSTEMRATING __ -{_ ORIGINAL 09-034015 8.120 kW DC STC 5.945 kW DC PTC - -- - EQUIPMENT SUMMARY -- F- M - pF NEIN YO , �,'�t' •,, r \ ,�� _I`, \•\',, \\ t, '� ,` I '� ` �. 29 LG280SIC-B3 PV MODULES 5� sCrASO \ ; I SOLAREDGE SE-760OA-US INVERTERS v - ` 1 cpNTRAcro�l J1 IRONRIDGE XRS1000 MOUNTING SYSTEM S H E ET I N D EX r, PV-1 COVER ��i , ` °'✓ r PV-2 SITE PLAN �sas35-'� HOZ SOLAR UNIVERSE PV-3 ROOF PV LAYOUT �j �G �� r-;`' 7470 SOUND AVE PV-'4 STRUCTURAL/ DETAILS & SECTIONS ROFESSIO�Pl. 1 = MATTITUCK, NY 11952' 1�_� - li GOVERNING CODES / �- "' G`�`� LICENSE # 43889 H 2011 NATIONAL ELECTRICAL CODE I RbJECT NAM ' 2010 RESIDENTIAL BUILDING CODE OF NEW YORK STATE PIlOJICT LSCA""ION UNDERWRITERS LABORATORIES (UL) STANDARDS OSHA 29 CFR 1910.269W Ln N i GENERAL NOTES p z > w 1. CONTRACTOR SHALL CHECK AND VERIFY ALL CONDITIONS ® ® >— AT THE SITE PRIOR TO STARTING TO WORK AND SHALL FAMILIARIZE HIMSELF WITH THE INTENT OF THESE PLANS ►' ti — U) 0� z AND MAKE WORK AGREE THE SAME. _-- = w Q 2. CONTRACTOR OR OWNER SHALL OBTAIN ALL REQUIRED _ APPROVALS, PERMITS, CERTIFICATES OF QCCUPANCY, 10. CONTRACTOR TO EFFECT AND MAINTAIN INSURANCE, I,E. _sw ""`r - LLJ INSPECTION APPROVALS, ETC., FOR WORK PERFORMED ,,." •� '-' '+ I FROM AGENCIES HAVING JURISDICTION THFREOF, IF CONTRACTORS LIABILITY, WORKMAN'S COMPENSATION, COMPLETED OPERATION, ETC. ADEQUATE FOR THE REQUIRED. PURPOSES OF THIS PROJECT AND FURNISH PROOF OF #; "� = " '- .I � ® F- 3. ALL WORK SHALL CONFORM TO CONSTRUCTION CODEr— AND ALL RULES AND REGULATIONS OF THE RESPONSIBLE SAME PRIOR T-0 COMMENCING WITH WORK. 11. EACH SUBCONTRACTOR SHALL BE RESPONSIBLE FOR ;�- JURISDICTION. #. - 4. IF IN THE COURSE OF CONSTRUCTION A CONDITION MAINTAINING SAFETY ON THE SOB SITE DURING THE EXISTS WHICH DISAGREES WITH THAT AS INDICATED ON CONSTRUCTION PHASE TO COMPLY WITH THE REGULATIONS AND REQUIREMENTS OF THE OCCUPATIONAL SAFETY AND ^` THESE PLANS, THE CONTRACTOR SHALL STOP WORK AND HEALTH ADMINISTRATION. THIS SHALL INCLUDE BUT AREk NOTIFY THE ENGINEER. SHOULD HE FAIL TO FOLLOW THIS i �. � �� ; .,.AA NOT LIMITED TO: PROVIDING FOR ADEQUATE AND PROPER ;4� _,1 PROCEDURE AND CONTINUE WITH THE WORK, HE SHALL r � � '` SyEET NAME BRACING, SAFETY RAILINGS AND SECURE FOOTINGS FOR ASSUME ALL RESPONSIBILITY AND LIABILITY(THEREFROM ALL TEMPORARY SCAFFOLDING, STAIRS, ETC.. AS WELL A$ �'; � % 5. ALL STRUCTURAL STEEL SHALL BE A-36 AND SHALT. BE PERMANENT CONSTRUCTION. w +� � r� FABRICATED AND INSTALLED AS PER LATEST A.I.S.0 t COVER 12. FIGURED DIMENSIONS SHALL GOVERN, DO NOT SCALE y ,. I SPECIFICATIONS. J,' a r- 6. ALL ELECTRICAL�i`/ORK SHALL BE BOARD OF FIRE DRAWINGS, WHERE DIMENSIONS ARE ESTABLISHED BY -�" •,p UNDERWRITERS APPROVED AND IN ACCORDANCE WITH EXISTING CONDITIONS. EACH CONTRACTOR SHALL VERIFY EXISTING CONDITIONS PRIOR TO ORDERING MATERIALS AND N.E.C. & NYS CODES & REGULATIONS COMMENCING WITH WORK. 7. ANY DEVIATION FROM THESE PLANS WITHOUT THE 13. CONTRACTOR TO REMOVE ALL DEBRIS CREATED BY THIS � fl q{aAwING scA�� WRITTEN CONSENT OF THE ENGINEER WILL_ NEGATE THE WORK FROM THE SITE AND DISPOSE OF IN A LEGAL ENGINEER'S CERTIFICATION OF THESE PLANS. MANNER ON A WEEKLY BASIS OR SOONER IF CONDITIONS _ 'T° ° 8. THESE DRAWINGS AS INSTRUCMENTS OF SERVICE ARE WARRANT. AND SHALL REMAIN THE PROPERTY OF THE ENGINEER 14. AT THE COMPLETION OF WORK, THE SITE TO BE WHETHER THE PROJECT FOR WHICH THEY ARE MADE IS CLEARED OF ALL DEBRIS AND EXCESS MATERIALS. THE ^ EXECUTED OR NOT. THEY ARE NOT TO BE USED ON ANY FACILITY IS TO BE LEFT 13ROOM CLEAN AND WORK IS TO BE NUMBER OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT COMPLETED TO THE TOTAL SATISFACTION OF THE OWNER AERIAL VIEW v®' 9. CONTRACTOR SHALL PROTECT, PATCH AND REPAIR ALL PRIOR TO RELEASE OF FINAL PAYMENT. EXISTING WORK ADJACENT TO HIS WORK, OR DAMAGED AS RESULT OF HIS WORK. " I. DESIGN&DRAFTING BY: JAMIE MINNICK NABCEP CERTIFIED 051112-129 I ' REVISIONS 2 3 - �� DESCRIPTION DATE REV ' vg } ORIGINAL 09-03-2015 LEGEND 4 ` � \ EXISTING UTILITY METER O ®MAIN SERVICE PANEL. NEW PV SUB-PANELS A/C DISCONNECT COMBINER INVERTERS GNO ELECTRODE \ PV MODULE \ j DRIVE WAY �� CONTRACTOR / \ RACKING RAIL I 20 -4 IOATTACHMENT POINT \ ---RAFTERS -*-ROOF PITCH ANGLE `l aSUNRUN METER ®VENT SOLAR UNIVERSE O PLUMBING VENT 7470 SOUND AVE ®SKY LIGHT MATTITUCK, NY 11952 ®CHIMNEY LICENSE # 43889 H \ / \ COMPOSITE SHINGLES ®GOOD CONDITION POTENTIAL SHADING ISSUES PROJECT NAME / \ TRIM/REMOVE AS NECESSARY U W Ln c of New Yo Z c \G�o IA Rer W 20,-3.. v 0 Z a W Lo � r � W U) V � Z��Q X609351 ��\ _j O -— Q AROPEssioN�" r SHEET NAME O V �J SITE PLAN CONSTRUCTION SUMMARY (29) LG28OS1C-B3 PV MODULES, 8.12 kW DC STC ,`p ,�QO -\ (1) SOLAREDGE SE760OA-US INVERTER � co DRAWING SCALE (50) ATTACHMENT POINTS @ 64" OC MAX. \� ROOF TYPE = ASPHALT SHINGLE N.T.S. ROOF/ARRAY #1,2 - PITCH: 20°,19° - AZIMUTH: 221°,37° CONSTRUCTION NOTES / ROOF STRUCTURE = 2X6-DOUGLAS FIR RAFTERS @16 OC 1.) ALL EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE WITH THE \ MANUFACTURER'S INSTALLATION INSTRUCTIONS. SHEET NUMBER 2.) ALL OUTDOOR EQUIPMENT SHALL BE RAINTIGHT WITH MINIMUM NEMA 3R RATING. PV-2 3.) ALL LOCATIONS ARE APPROXIMATE AND REQUIRE FIELD VERIFICATION. � y � DESIGN&DRAFTING BY: + JAMIE MINNICK NABCEP CERTIFIED 21'-64" ow ol051112-129 I I I I I 1 I I REVISIONS I I I I I I I I I I I of NEW Y DESCRIPTION DATE REV O I I I I I I I I I � sclgN O��r ORIGINAL 09-03-2015 I I I I I I I I NOTE: V 1 I I i I I I ,s" SPACING BETWEEN PV MODULES TYP. I I I I I I I 2s�o A 060935-1 i DIMENSIONS ARE FROM EDGE OF PV MODULES ROFESs10Np" CONTRACTOR I I I I I I I TO EDGE OF ROOF SHINGLES TYP. I ARRAY #2 I 1 1 1 1 1 1 1 1 1 1 18 MODULES I I I I CONSTRUCTION SUMMARY I I 1 1 37' AZIMUTH 11 1 I i SOLAR UNIVERSE (29) LG280SIC-63 PV MODULES, 8.12 1 DC STC 7470 SOUND AVE 1 ' (1) SOLAREDGE SE760OA-US INVERTER MATTITUCK, NY 11952 1 I4 8'_8" (50) ATTACHMENT POINTS @ 64" OC MAX. LICENSE # 43889 H 1 I I ROOF TYPE = ASPHALT SHINGLE ROOF/ARRAY #1,2 - PITCH: 20°,19° - AZIMUTH: 221°,37° ROOF STRUCTURE = 2X6 DOUGLAS FIR RAFTERS @16 OC PROJECT NAME 1 I I I I I I I W W �n n l I W 18' FIRE SETBACK" @ RIDGE U > 0.) CONSTRUCTION NOTES Z 1.) ALL EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE WITH THE ARRAY #1 MANUFACTURER'S INSTALLATION INSTRUCTIONS.7 1 1 il I IT I �77_ff _ 2.) ALL OUTDOOR EQUIPMENT SHALL BE RAINTIGHT WITH MINIMUM NEMA 3R RATING. (f, I 21 MODULES 3.) ALL LOCATIONS ARE APPROXIMATE AND REQUIRE FIELD VERIFICATION. w 200 PITCH C 221° AZIMUTH W F9_ , I I L---I---L i- LEGEND J U I I It I I 1 11 11 H:�_M EXISTING \V MAIN SERV CIE PANEL METER W NEW PV SUB-PANELS I1" A/C DISCONNECT I IOMBINER 1 6'-24 INVERTERS GND ELECTRODE G 0 o V PV MODULE o —RACKING RAIL SHEET NAME I a 1n0 O ATTACHMENT POINT Qp Q ��o _r_RpFTER9 ROOF DETAIL f-ROOF PITCH ANGLE ^�Q co Q SUNRUN METER �`� Y V ®VENT 0 PLUMBING VENT DRAWING SCALE I 1 1 1 I I I I I ®SKr LIGHT CHIMNEY N.T.S. COMPOSITE SHINGLES GOOD CONDITION POTENTIAL SHADING ISSUES 3++ op TRIM/REMOVE AS NECESSARY 4 SHEET NUMBER PV-3 DESIGN&DRAFTING BY: LOAD CAECULATIONS ARRAY #1 ARRAY #2 JAMIE MINNICK Module Wel ht 36.96 Lbs 36.96 Lbs OF NEVA y NABCEP CERTIFIED 051112-129 # of Modules 21 8 SGSC1q� OR's Total Module Weight 776.2 Lbs 295.7 Lbs G. p� Total Length of Rail 141.5 Ft 70.5 Ft REVISIONS Rail Wei ht per Foot 0.9 Lbs 0.9 Lbs DESCRIPTION DATE REV Total Rail Weight 127.4 Lbs 63.5 Lbs ORIGINAL 09-03-2015 # of Standoffs 32 18 (E) ASSY #1,2- 2x8 RAFTERS Weight per standoff 2 Lbs 2 Lbs DOUG FIR @ 16" O.C. Total Standoff Wei ht 64.0 Lbs 36 Lbs Totarray Weight 967.6 Lbs 395.2 Lbs ti 060935' Point Load 30.2 Lbs 22 Lbs FQ Total Array Area 373.8 Sci Ft 142.4 Sq Ft p%PESSION� Arrav Dead Load 2.6Lbs/Sq Ft 2.8Lbs/Sq Ft As per ASCE 7 - Method 1: 0 fig 6-2 # to e - 1 P net =0 Kzt 1 Pnet30 eq 6-2 Kzt sec 6.5.7 1 Pnet3O (to e b-J4 #=1 CLIMACTIC AND Ground ffind Speed Live load, Point Max fastener ARRAY #1,2- 300 CONTRACTOR GEOGRAPHIC DESIGN Category Snow Load 3 sec gust pnet30 per pullout load Fastener Type spacing along CRITERIA Pg mph ASCE7, psf Ib. 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 #1,2 2x8 JOIST DOUG FIR @ 16" O.C. MATTITUCK, NY 11952 _ _ _ LICENSE # 43889 H _TABLE RR301.2(1) — --- '—- ------ ---- ---- CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA — (E) EXTERIOR WALL - PROJECT NAME _ _WIND_ _ _ SUBJECT TO DAMAGE FROM _ GROUND S_PEEDd FROST _ __ _ Ln N SNOW 3 SEC SEISMIC LINE ICE SHIELD U > 0.) LOAD GUST DESIGN _ DEPTHb TERMITE` UNDERLAYMENT FLOOD W ROOF FRAMING DETAIL (J, (PSF) (MPH) CATEGORYe WEATHERING3 (FT-IN) REQUIRED9 HAZARDf1' ® ® 20 110 _ C _ SEVERE 3'-0" MODERATE YES _ NO— SCALE: 1/2" = -0' _ 01 T(DHU) W For SI:1 pound per square foot=0.0479 kN/m2,1 mile per hour=1.609 km/h W ® Y a. Weathering may require a higher strength concrete or grade of masonry than necessary to satisfy the structural III C) requirements of this code.The weathering column shall be filled in with the weathering index (1.e.,"negligible," U) "moderate"or"severe")for concrete as determined from the Weathering Probability Map[Figure R301.2(3)].The 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. W ® 1•— MODULE MOUNTING CLIP b. The frost line depth may require deeper footings than indicated in Figure R403.1(1).The jurisdiction shall fill in the SOLAR MODULE Cn C frost line depth column with the minimum depth of footing below finish grade. STAINLESS STEEL 3/8" G 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 been history of local subterranean termite damage. UNIRAC ALUMINUM RAIL d. The jurisdiction shall fill in this part of the table with the wind speed from the basic wind speed map[FigureALUMINUM FLASHING ALUMINUM"L"BRACKET SHEET NAME R301.2(4)].Wind exposure category shall be determined on a site-specific basis in accordance with Section ALUMINUM PV OUICKMOUNT R301.2.1.4. STRUCTURAL e. The jurisdiction shall fill in this part of the table with the Seismic Design Category determined from Section 2 x a RAFTER R301.2.2.1. ASPHALT SHINGLE ROOF 5/16"x 6"STAINLESS STEEL LAG BOLT WITH f. The jurisdiction shall fill in this part of the table with(a)the date of the jurisdiction's entry into the National Flood 2 1/2"MIN THREAD DRAWING SCALE Insurance Program(date of adoption of the first code or ordinance for management of flood hazard areas),(b)the WITH RATIOL 4500N SEALED date(s)of the currently effective FIRM and FBFM,or other flood hazard map adopted by the community,as may be �� NOTED amended 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 L The ground snow loads to be used in determining the design snow loads for roofs are given in Figure R301.2(5)for MOUNTING DETAIL PV-4 sites at elevations up to 1000 feet.Sites at elevations above 1000 feet shall have their ground snow load increased SCALE: 1 1/2" = 1'-O" G from the mapped value by 2 psf for every 100 feet above 1000 feet.