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HomeMy WebLinkAbout39849-Z o %'. Town of Southold 11/24/2015 . P.O.Box 1179 o g 1` 53095 Main Rd #40 I' Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 37921 Date: 11/24/2015 THIS CERTIFIES that the building SOLAR PANEL Location of Property: 650 Bay Ave,Mattituck SCTM#: 473889 Sec/Block/Lot: 143.-3-12 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 6/4/2015 pursuant to which Building Permit No. 39849 dated 6/5/2015 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: roof mounted solar panels on an existing one family dwelling as applied for. The certificate is issued to Moyer,Dale&Wagner-Moyer, Stacey of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 39849 7/9/2015 PLUMBERS CERTIFICATION DATED 71.,1 Authorized Signature ,.g�,, ,..rlitiTOWN OF SOUTHOLD ,,.`0 % - BUILDING DEPARTMENT y TOWN CLERK'S OFFICE o 4',i 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#: 39849 Date: 6/5/2015 Permission is hereby granted to: Moyer, Dale &Wagner-Moyer, Stacey 650 Bay Ave Mattituck, NY 11952 To: Installation,of roof mounted solar panels as applied for. At premises located at: 650 Bay Ave, Mattituck SCTM # 473889 Sec/Block/Lot# 143.-3-12 Pursuant to application dated 6/4/2015 and approved by the Building Inspector. To expire on 12/4/2016. Fees: SOLAR PANELS $50.00 CO -ALTERATION TO DWELLING $50.00 ELECTRIC $100.00 Total: $200.00 6-0 Building Inspector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This-application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines,streets,and unusual natural or topographic features. 2. ,Final Approval from Health Dept.of water supply and sewerage-disposal(S-9 form). . 3. Approval of electrical installation from Board of Fire Underwriters. ' 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1% lead. - 5. Commercial building,industrial building, multiple residences and similar buildings and installations,a certificate of Code Compliance-from architect or engineer responsible for the building .6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957) non-conforming uses,or buildings and"pre-existing" land uses: 1. Accurate survey of property showing all property lines,streets,building and unusual natural or topographic features. • 2_ A properly epmpleted 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. / 4- ii New Construction: Old or Pre-existing Building: ✓ (check one) - Location of Property: 1(50 . t+.4 TI`te, M- 1—1 4 c, House No. l - Street Hamlet - Owner or Owners of Property: l Gl IQ, • - Suffolk County Tax Map No 1000, Section 1 Block Lot Subdivision - Filed Map. Lot: Permit No. Date of Permit. Applicant; Health Dept.Approval: Underwriters Approval: . Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ Applicant Signature ��, * SO(/r/5o Town Hall Annex 'I� ~® l • 0 : Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 ,, co, ze $ Southold,NY 11971-0959 • k moo, I roper.richerti town.southold.ny,us (ireOUNTi A ... .iii BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Dale Moyer Address: 650 Bay Avenue City: Mattituck St: New York Zip: 11952 Building Permit#: 39849 Section: 143 Block: 3 Lot: 12 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Eastern Energy Systems License No: 52689-ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Only Commerical Outdoor X 1st Floor Pool New Renovation 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph 200A Heat Duplec Recpt Ceiling Fixtures HID Fixtures Service 3 ph Hot Water GFCI Recpt Wall Fixtures Smoke Detectors Main Panel 200A NC Condenser Single Recpt Recessed Fixtures CO Detectors Sub Panel A/C Blower Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt Emergency Fixtures Time Clocks Disconnect 200A Switches Twist Lock Exit Fixtures TVSS Other Equipment: 3.92 KW Roof Mounted Photovoltaic System To Include, 14-LG 280 Panels, 1-SB 4000 Inverter, 1-DC and 1-AC Disconnect Notes: Inspector Signature: Vr--"--- Date: July 9, 2015 Electrical 81 Compliance Form.xls 0-6 , SOU s'"40 141.9 0€ \ * *1 '.-jiteoutn,$7,1 tf ,r TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION , FOUNDATION 1ST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY - [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) jo' ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: 7 Afrn- , 0 ------- 5y--25r-e-6.4 DATE 779 /' ' INSPECTO L.UIGI 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 anaol.com Thursday, July 23, 2015 Town of Southold Building Department Town Hall Annex Building 54375 Route 25 P. O. Box 1179 Southold, New York 11971 Re: Certification Letter- Fourteen (14) 280 W P. V. Roof Top Solar Panel Array. 3.92 kW Total Output, for Mover Residence—650 Bay Avenue Mattituck, New York 11952 I,have reviewed the solar energy system installation in the subject topic on 07/22/2015. The units have been installed in accordance with the manufacturer's installation instructions and the construction drawings approved by the Building Department of the Town of Southold. The solar panel installation is in compliance with the requirements of the 2010 Residential Code of New York State, ASCE-05 and N. F. P. A. Standard 70 "The National Electrical Code." Markings in accordance with Section 690.53 of the National Electrical Code are provided. To my best belief and knowledge, the work in this document is accurate, conforms with the governing codes and standards applicable at the time of submission, conforms with reasonable standards of practice with the view to the safeguarding of life, health, property and public`welfare. Sincerely, Luigi Claudio Sciandra, Professional Engineer �� pF NEW• YO gC JG�C.SClqAlO 11 * 1;0-11 ile o `ff '�{;!• "z' 4411�` 060935'1 e . M ,„ , NOV 4 2015 'ID, im in • FIELD INSPECTION REM.= DATE COMPIENTS .,,. • ..• ,A. •". - ... ., w1. .. 1.i• V' . .. \ b • FOUNDATION(1ST) • , - ., • . • co FOUNDATION(2ND) to • Fyy ROUGH FRANDIdq Gly PLUMBING dm' r •'• j-' . .. , ` 0 • - INSULATION AR N.Y. - . . • H __ STATE ENE12.0Y CODE . .• . t . - . . . ... . . ' , . . :. . . • . ! -.._ • • FINAL • t • , . .• y. , t, . ,•,< - �,.T .` : , _ t .. ., . . .... . .. .. . . ,.• . . / � / / Ili\ . )1--.)- --":„I-5-- et 6' ciA_./1---- lar- /A 6*N 01, . m Vx1 • r .I \v H 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) 765-95022('Q Survey SoutholdTown.NorthFork.net PERMIT NO. J I U Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application rTh Flood Permit Examined (20 I5 IrD [H, " L f Single&Separate Storm-Water Assessment Form +5 U Id JUN .�4 �, Contact: ` Approved 601,5 ,2f/ Mail-te:• c'S\`GYYl .6/-McS`�5 is Disapproved a/c BLDG p LDf,G D a1 !-i-7 0 co til -AQ-e_aAADl -1,t FOO uf SDUTFIOLL Phone: --719- 4-0 Expiration 1 z ,20 I le Buil ' spector APPLICATION FOR BUILDING PERMIT Date b /4 , 20 l INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans,accurate plot plan to scale.Fee according to schedule. b.Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas,and waterways. c. The work covered by this application may not be commenced befor,issuance of Building Permit. d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f.Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date.If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize,in writing,the extension of the permit for an addition six months.Thereafter,a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York,and other applicable Laws,Ordinances or Regulations,for the construction of buildings,additions,or alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code,housing code,and regulations,and to admit authorized inspectors on premises and in building for necessary inspections. (Signature of applicant or name,if a corporation)7 1470 S Dmc k/c4M Gct�17�Li Lk (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder (4it cur Name of owner of premises T Q\CS "10\f (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. 4'88 g q Plumbers License No. Electricians License No. 5a(p G Other Trade's License No. 1. Locat��of land on which proposed work will be done: m„ ( _ f Rai{ f e, (.1-7-1 �'LI(,� House Number Street Hamlet County Tax Map No. 1000 Section H 3 Block 3 Lot /2 Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy Z D t eVt,I b. Intended use and occupancy 3. Nature of work(check which applicable):New Building Addition Alteration JOlar 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 ph 11. Zone or use district in which premises are situated '—)O .5 ar Qc p� 1)700 12. Does proposed construction violate any zoning law, ordinance or regulation?'VES 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 OF Sof-d L �c�;�, /��.-�.�► cI c being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the (Contractor,Agent, orporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief;and that the work will be performed in the manner set forth in the application filed therewith. r Sworn to before me this day of 20 I S �] PATRICIA A MAY oir' �- L� NOTARY PUBLIC-STATE OF 1r••• Notary Public No. 01 MA467- Signature of Applicant Qualified In Suffolk County My Commission Expires March 30. 2018 :j 4. is es' ••. 06 Scott A. Russell .. 0,- e.4, SLF>c ` `=� ST(ORN[WAT]ER SUPERVISOR z MANAGEMENT SOUTHOLD TOWN HALL-P.O.Box 1179 L v-' s �. 53095 Main Road-SOUTHOLD,NEW YORK 11971 , 21,4 -6a�•��', Town �f Southold •,•°�°a*°tx�.00 . CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT ) ---- ----- - -- - -- - ------ ---- - DOES THIS PROJECT INVOLVE ANY OF THE FOLLOWING: Yes Na (CHECK ALL THAT APPLY) 0[v"A. Clearing, grubbing, grading or stripping of land which affects more 0137than 5,000 square feet of ground surface. B. Excavation or filling involving more than 200 cubic yards of material . ❑1within any parcel or any contiguous area. C_ Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. ❑ D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. ❑D/ , Site preparation within the one-hundred-year floodplain as depicted 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,Agent.Contractor,Other) S.C.T.M. #: 1000 Date- NAME . Q A b.\(VAA tt A - 113 ateNAME13 Outrict a L-y-L5 �9 Section Block Lot eivel� \�'Uv�l� k.<<= FOR BUILDING DEPARTMENT LSE ONLY Contact Information. 1�1 — �O �uma Reviewed By: 349 Date:db— Li—LS Property Address / Location of Construction Work: / Approved for processing Building Permit 11)5D R)�� Ave_WI 1` _ Stormwater Management Control Plan Not Required. 1"l 1*tUIL I1`� 4 Stormwater Management Control Plan is Required (Forward to Engineering Department for Review) FORM a SMCP-TOS MAY 2014 4. oeo; Town Hall Annex ; , Telephone(631)765-1802 54375 Main Road H ,� �,�(631}765-8y5Q P.O.Box 1179 ,G O'+�� ro er.rich@rt(tU_10Wn.S0Ut&1 .nv.US Southold,NY 11971-0959 ; • � • Oligri . BUILDING DEPARTMENT TOWN OF SOUTHOLD • APPLICATION FOR ELECTRICAL INSPECTION . - : REQUESTED BY: a m i t Date: Company Name: E'CtS- ty Name: JUIYYI In 1 hn i(-: - License No.: .5 (PIM _ IN Address: 1V-10 NSOLWI Aie , 14G4-41--V(,(Le- h`1 Phone No.: ( 1 17q" 14-00it JOBSITE INFORMATION: (*Indicates required information) *Name: bak: 1.. RD* *Address: L'50 0.1.1 Mme ) h q 05-a_ S a_ *Cross Street: *Phone No.: (P 31 °► 5g 3 Permit No.: Tax-Map District: 1000 Section: Block: Lot: *BRIEF DESCRIPTION OF WORK(Please Print Clearly) (L � invurt SCA &{. -V-LWN • (Please Circle All That Apply) *Is job ready for inspection: YES/ NO ' Rough In Final *Do-youneed a Temp Certificate: YES/ NO Temp Information(If needed) *Service Size: 1 Phase 3Phase 100 150 200 300 350 400 Other *New Service: Re-connect Underground Number of Meters Change of Service Overhead Additional Information: PAYMENT DUE WITH APPLICATION / V .824Request for Inspection Form CONSENT TO INSPECTION Ro`(e'K ,the undersigned, do(es)hereby state: Owners)Name(s) That the undersigned(is (are)the o er(s) of t e pr es in,thecTown of Southold, located at (J5) (L"-( M(tit +(AL which is shown and designated on the Suffolk County Tax Map as District 1000, Section ,Block ,Lot That the undersigned(has) (have) filed, or cause to be filed, an application in the Southold To Building Inspector's Office for the following: SDI( ( `-� ► ns*c� \ 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: \\c p� �• 2 1 (Signature) (Print Name) (Signature) (Print Name) o Town Hall Annex 411 Telephone(631)765-1802 54375 Main Road ; w Fax(631)765-9502 P.O.Box 1179a0,111� Southold,NY 11971-0959 • July 24, 2015 BUILDING DEPARTMENT TOWN OF SOUTHOLD Eastern Energy Systems 7470 Sound Ave Mattituck NY 11952 Re: Moyer, 650 Bay Ave, Mattituck TO WHOM IT MAY CONCERN: The Following Items(if Checked)Are Needed To Complete Your Certificate of Occupancy: *NOTE: Certification required by an architect or engineer stating the panels were installed to the roof per NYS Building Code Application for Certificate of Occupancy. (Enclosed) Electrical Underwriters Certificate. A fee of$50.00. Final Health Department Approval. Plumbers Solder Certificate. (All permits involving plumbing after 4/1/84) Trustees Certificate of Compliance. (Town Trustees#765-1892) Final Planning Board Approval. (Planning#765-1938) Final Fire Inspection from Fire Marshall. Final Landmark Preservation approval. Final inspection by Building Dept. Final Storm Water Runoff Approval from Town Engineer BUILDING PERMIT — 39849 — Solar Panels o N 70' 33'10" E 335.81' 7N In .iIN � Q O O ,00�7i Zi :8..-: o OzV14 \ N, O O Q `\ m v k O ,00'$Z O CO O v O Q cvCN ,00'BL i M IN22t U5 ID (f) Z „ W79.92 0' -/+,00'cLi ,00.172 o 570' 37 20S 70' 54'10" W 251.64' 0 t 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 la Legal Name and Address of Insured(Use street address only) lb.Business Telephone Number of Insured EASTERN ENERGY SYSTEMS INC. 631-807-6515 lc.NYS Unemployment Insurance Employer Registration Number of Insured 7470 SOUND AVENUE MATTITUCK, NY 11952 ld.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"la". 54375 Main Road DBL254520 PO Box 1 179 3c.Policy effective period. Southold NY 11971 06/07/2014 to 06/06/2016 4 Policy covers a. ❑✓ All of the employer's employees eligible under the New York Disability Benefits Law b 0 Only the following class or classes of the employer's employees Under penalty of perjury, I certify that I am an authorized representative or licensed agent of the insurance carrier referenced above and that the named insured has NYS Disability Benefits insurance coverage as described above Date Signed 3/13/2015 By gJ / i'd •i (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 8 of the Disability Benefits Law It must be mailed for completion to the Worker's Compensation Board,DB Plans Acceptance Unit,328 State Street,Schenectady,NY 12305 PART 2. To be completed by NYS Worker's Compensation Board (Only if box "4b" of Part 1 has been checked) State of New York Worker's Compensation Board According to information maintained by the NYS Worker's Compensation Board,the above-named employer has complied with the NYS Disability Benefits Law with respect to all of his/her employees Date Signed By (Signature of NYS Worker's Compensation Board Employee) Telephone Number Title Please Note:Only insurance carriers licensed to write NYS Disability Benefits insurance policies and NYS Licensed Insurance Agents of those insurance carriers are authorized to issue Form DB-120.1.Insurance brokers are NOT authorized to issue this form. DB-120.1 (12-13) Additional Instructions for Form DB-120.1 By signing this form,the insurance carrier identified in Box"3"on this form is certifying that it is insuring the business referenced in Box"la"for disability benefits under the New York State Disability Benefits Law.The insurance carrier or its licensed agent will send this Certificate of Insurance to the entity listed as the certificate holder in Box"2".This certificate is valid f r the earlier of one year after this form is approved by the insurance carrier or its licensed agent,or the policy expiration date listed in Box"3c". Please Note.Upon the cancellation of the disability benefits policy indicated on this form,if the business continues to be named on a permit,license or contract issued by a certificate holder,the business must provide that certificate holder with a new Certificate of NYS Disability Benefits Coverage or other authorized proof that the business is complying with the mandatory coverage requirements of the New York State Disability Benefits Law. DISABILITY BENEFITS LAW 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. DB-120.1 (1243) Reverse A /yymaEASTEI O OP ID:MC REY A►CVDATE(MM/DD/YYYY) 4.-1 CERTIFICATE OF LIABILITY INSURANCE 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 anis conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT A.Joseph Stepnoski Neefus-Stype Agency,Inc. PHONE 631-722-3500 FAX 711 Union Avenue (NC.No.Ext): (NC,No): 631-722-3591 P.O.Box 2340 A DRIESS jstepnoski@nsainsure.com Aquebogue,NY 11931-2340 A.Joseph Stepnoski INSURER(S)AFFORDING COVERAGE NAIC# 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 INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: , REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS INSR TYPE OF INSURANCE ADDL SUBR POLICY EFF POLICY EXP/YLIMITS LTR INSD WVD POLICY NUMBER (MMIDD/YYYY) (MM/DDYYY) A X COMMERCIAL GENERAL LIABILITYEACH OCCURRENCE $ 1,000,000 CLAIMS-MADE X OCCUR CBP7066979AMAGETO RENTED 07/14/2014 07/14/2015 PREMISES Ea occurrence) $ 10,000 X Primary/Non Contr MED EXP(Any one person) $ 5,000 PERSONAL&ADV INJURY $ 1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER GENERAL AGGREGATE $ 2,000,000 X POLICY 78-1 LOC PRODUCTS-COMP/OP AGG $ 2,000,000 OTHER $ AUTOMOBILE LIABILITYCOMBINED SINGLE LIMIT $ (Ea accident) ANY AUTO BODILY INJURY(Per person) $ ALL OWNED SCHEDULED BODILY INJURY(Per accident)AUTOS $ HIRED AUTOS NON-OWNED PROPERTY DAMAGE $ AUTOS (Per accident) $ UMBRELLA LIAB — OCCUR EACH OCCURRENCE $ EXCESS LIAB CLAIMS-MADE AGGREGATE _ $ DED RETENTION$ $ WORKERS COMPENSATION PER OTH- AND EMPLOYERS'LIABILITY Y/N STATUTE ER ANY PROPRIETOR/PARTNER/EXECUTIVE nN/A E L EACH ACCIDENT $ OFFICER/MEMBER EXCLUDED? (Mandatory In NH) E L DISEASE-EA EMPLOYEE $ If yes,descnbe under DESCRIPTION OF OPERATIONS below E L DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS!LOCATIONS!VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached if more space Is required) CERTIFICATE HOLDER CANCELLATION TOWNOFR SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Town of Riverhead ACCORDANCE WITH THE POLICY PROVISIONS. Recreation Dept. 200 Howell Avenue AUTHORIZED REPRESENTATIVE Riverhead,NY 11901 0. 1 ®1988-2014 ACORD CORPORATION. All rights reserved. ACORD 25(2014101) The ACORD name and logo are registered marks of ACORD EASTEIO PAGE 2 NOTEPAD INSURED'S NAME Eastern Energy Systems,Inc OP ID:MC Date 03/13/2015 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) ; Sungevity 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. tl` 1 1 YSIF 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)756-4300 CERTIFICATE OF WORKERS' COMPENSATION INSURANCE A A AA AA 204209085 EASTERN ENERGY SYSTEMS INC 7470 SOUND AVENUE MATTITUCK NY 11952 ' POLICYHOLDER CERTIFICATE HOLDER EASTERN ENERGY SYSTEMS INC TOWN OF SOUTHOLD 7470 SOUND AVENUE 54375 MAIN ROAD MATTITUCK NY 11952 PO BOX 1179 SOUTHOLD NY 11971 POLICY NUMBER CERTIFICATE NUMBER PERIOD COVERED BY THIS CERTIFICATE DATE 11455 663-3 659295 06/08/2015 TO 06/08/2016 3/13/2015 THIS IS TO CERTIFY THAT THE POLICYHOLDER NAMED ABOVE IS INSURED WITH THE NEW YORK STATE INSURANCE FUND UNDER POLICY NO 1455 663-3 UNTIL 06/08/2016, COVERING THE ENTIRE OBLIGATION OF THIS POLICYHOLDER FOR WORKERS' COMPENSATION UNDER THE NEW YORK WORKERS' COMPENSATION LAW WITH RESPECT TO ALL OPERATIONS IN THE STATE OF NEW YORK, EXCEPT AS INDICATED BELOW, AND, WITH RESPECT TO OPERATIONS OUTSIDE OF NEW YORK, TO THE POLICYHOLDER'S REGULAR NEW YORK STATE EMPLOYEES ONLY IF SAID POLICY IS CANCELLED,OR CHANGED PRIOR TO 06/08/2016 IN SUCH MANNER AS TO AFFECT THIS CERTIFICATE, 10 DAYS WRITTEN NOTICE OF SUCH CANCELLATION WILL BE GIVEN TO THE CERTIFICATE HOLDER ABOVE NOTICE BY REGULAR MAIL SO ADDRESSED SHALL BE SUFFICIENT COMPLIANCE WITH THIS PROVISION THE NEW YORK STATE INSURANCE FUND DOES NOT ASSUME ANY LIABILITY IN THE EVENT OF FAILURE TO GIVE SUCH NOTICE THIS POLICY DOES NOT COVER CLAIMS OR SUITS THAT ARISE FROM BODILY INJURY SUFFERED BY THE OFFICERS OF THE INSURED CORPORATION JAMIE J MINNICK PRESIDENT OF EASTERN ENERGY SYSTEMS INC (A ONE PERSON CORP) THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS NOR INSURANCE COVERAGE UPON THE CERTIFICATE HOLDER THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICY. NEW YORK STATE INSURANCE FUND . ---ei-13,3-4.."-A--H4tQ"e— DIRECTOR,INSURANCE FUND UNDERWRITING This certificate can be validated on our web site at https.//www.nysif com/cert/certval.asp or by calling (888)875-5790 VALIDATION NUMBER: 191683138 U-26.3 LUIGI CLAUDIO SCIANDRA, P.E. 5 Wesleyan Court• Smithtown, NY 11787-3011 • (631)543-2953 • fax(631)543-1526 E-mail: ics4d@aol.com Monday, June 01, 2015 Eastern Energy Systems 7470 Sound Avenue Mattituck, New York 11952 Tel. 631-779-4004 Attn.: Mr. Mike Lawton Engineer/Project Manager Re: Fourteen (14) 280 W P. V. Roof Top Solar Panel Array, 3.92 kW Total Output, for Mover Residence 650 Bay Avenue 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"x2 43/4" Dimensional Douglas Fir rafters at 16" on center, with 39° roof pitch, 2"x6" ceiling joists at 16" on center. Our review of the photos of the exterior roof indicates no signs of settlement or misalignment caused by overstressed underlying structural members. . Structural Analysis: The structural analysis has been carried out using the following design criteria: Design wind speed (3 sec. gust): 120 mph Ground snow load: 20 lbs/sq. ft. Solar Array 1 Dead Load: 2.6 lbs/sq. ft. Total Weight of Array 1: 666.0 lbs 1 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 array. This evaluation is in conformance with the 2010 Residential Code of New York State, the 2001 Wood Frame construction Manual, SEI/ASCE 7 "Minimum Design Loads for Buildings and Other Structures", current industry standards and practice and based on documentation and data supplied by E2Sys at the time of this report. Should you have any questions regarding the above or if you require additional information, do not hesitate to contact me. Sincerely, , / / Iruigi Claudio Scianv ra, P. E. �Q4 OF NEW 1.,0 r; 141 0 1-0 060935-1 ��,i %Fessioo- 2 ,8iMA ) ;i ff 0 l' t! 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A(, w � : UL Certified ! �i�Efficient ____�� Safe — —~�S mple'' 1 � ' _------------- ^— -_'_— —"-`5 II 1 •For countries that require UL i, •96.8%peak efficiency •Galvanic isolation ,i • Patented automatic grid , ! certification(UL 1741/IEEE 1547) •OptiCoolTm active temperature •Integrated GFDI 1 i voltage detection` •Optional integrated AFCI management system I i 1 •Integrated DC disconnect switch functionality meets the requirements i of NEC 2011 690.11 - SUNNY BOY 3000-US / 3800-US / 4000-US UL certified, reliable system managers The Sunny Boy 3000-US,3800-US and 4000-US inverters are specially designed for countries that require UL certification. Automatic grid voltage detection* and an integrated DC disconnect switch simplifies installation,ensuring safety as well as saving time.These models feature galvanic isolation and can be used with all types of modules—crystalline as well as thin- NT film. The die-cast aluminum enclosure,with the OptiCool active temperature management system, guarantees the highest " sv yields possible and a long service life,even under extreme conditions.The Sunny Boy 3800-US is designed for projects with a G A c current limit of 16A. 14'5 IMPOR'��O •US Potent US7352549B1 Efficiency - curve SUNNY BOY 4000-US';------ ----=-- 111 Accessories - 1 1 I RS485 Interface } Blueloolh Piggy-Bock 1 - i 485USPB-NR - BTPBINV-NR, •.. 1 with External Antenna - ` BTPB-EXTANT-NR yI el 963 ( Comb-Switch Combiner Bax 1 90 .--;-- i----g 934— -- ' ) DC disconnect and PV Simplify wiring for added ,ie ( _ _ 943 T }} array combiner box 151 convenience and safety, 88`--- SaIVr, 250 VI I t i COMBO-SWITCH 8. 1"SBCB-6-3R orSBCB-64 lv„- i� w 1 ( 86- t -.. Eta(V -4BD V) zso VW M aea ,- I t 00 02 0.4 6 06 fo r ' - power/ f -1 L Sunny Boy 3000•US I; Sunny Boy 3800-US i i Sunny Boy 4000-US i Technical data - -___ i r ,—____T.208 V AC-1 L'-_240 V AC-I_ _ 240 VAC ^_,t l_ 208 V AC j`240 V AC l Input(DC) _ Max.usable PV power(@ module STC)---__'_ ' _- _]�_ -_-370 W__-i 1 L_ ___ _4750 W__�___3 lr_4375)W_! 5000 W_ _ Max.DC power(@ cos_ip1.)_-- --_ i_ IL�-_3200 W_ _--_., :_-----4200 W_--_ L ._ 4200 W__-__-1 = Max.DC voltage _._ - -- --�-500 V - -:-_-=-..,-,..___oppy -- - -▪-- - - 3IOIV _ - ) ____DC norpinal voltage--_L___-_____ _, ____:___.___.=.1.:„._ _,_.-._ -I L_.-----250 V _----_1 310 V --------, = MPPvoltaa ran e_ _,. - _:.-____i_ -__________ 1.. 400V-;,r 200_400V, 250,480V`__-_ 22o-480V_1,`250-480V L_ Mirk DCvoltage/start voltage_____-__ '_____)- 1-1-757 228V + 200 228V 250/2BS �V .._ 220/285V_:i 250/285 V_1 Max.input current/per string(at DC disconnect) _ - u . 17A/17A, 18A/18A, I r 18A/18A,. i 36 A @ combined terminal '1 36 A @ combined terminal 11 36 A @ combined terminal Number of MPP trackers fused strings per MPP tracker__ _ :.--.7.-_:...7.-_-=,-_--7_-_..-.- 1/4(DC disconnect__ _---_ __ ___-_._il 3 Output(AC) T._ --- -- -- --- 1 AC nominal power --__ 000 W_ 11 _____3800 W__ 1- 1_ 3 W 00 _I)-4000 WT? _ Max.AC apparent power _ _ - _-_Ti](- 3000 VA1!-_.__3800 VA _ ,_ )-3500 VA_;14000,VA_1 so Nominal AC voltage/adjustable'- _ _ 0208 V/ i i_240 V/ I - 240 V/ j r 208 V/• i XV/240 9._• o ACvoltage range__,,____- 21183=229V_( 211;264V1! 211-264V- - _ it 183-229V_;;_211-264V; as AC rid fre uen g __ -- j =-_----- =6 g__ q cy,ran a_ - - - 1 60 Hz.59 3=60.5_Hz 1_60 Hz,59.3_60.5 Hz ,, 0Hz;59.3-60.5 Hz_3 _Max.output current-----=--- --------- --- .__A ---------_j_[------ `- --,1--_6_, - 13A--______: _ 17A ------ --- - __Power factor(cos cl_ ._-_ _ _ ----11...-__:_--_--'1 L -_- 1_ 1[_,.._._..;..=.7_:__1_____ ___ ,_1 a Phase conductors/connection phases ---- ---- -- - -- --- 4; _- _J�L_-- - ------ -------- ----- --- - -- -= � f i Harmonics ,_�_�--jr - <4% ._ -=; --_--�---._.__IL _-_-__<___e---- -J o Efficiencya m -Max_efficien - - --- - - ---- _-I;-__96.00%%___I F-9.5.5-0%:1;_ - 96.80%_v____,1-'01640%-_-_2,:_-9676-9-9;__j °s ------ ----- !__CECefficiency_ _ _-__..__ __ -, _ __-_11----96715A ,- __I L 95.50%)(__ 96,00%-___; __95:50.4_-;I 96.00% Protection devices _ il 4 1_._DCreverse-polarity_protection_ ___ _ __ - TI(�-__ ! 1--_-_- _! - -_ - __-- .____- -, _ Integrated AFCI' ' _ _-_1 I _ 0 - - -_]L -------' 1__ AC_short circuit protection _-__ _ - •'-_- --T ,1, o Galvanically isolated/all-pole sensittye monitoring unit' _ -J[-----4/-_ ^iI_-.__ r___,-____-_-_.-/_,_ Ti] a _-_Protectiondoss/o_ervoltagecategory_,_- -_--_-____ --.IL_ I/III ---_ ____-_,_ ,1-_ -_ I/III __ _____ _____ ...I _____-_ �o General data _ m e ---_Dimenions.(W LEI/D)in mrn,�j_n)�� 4_ - -,r ' 1 r_ _ --450/35d/235 (1_8/14/-9)-----,_-- __,_„T,_ _i _ ---_ne -m_... - ( w.--m---m-tin-F--9r_`- -__. --1 L7.1----..- IT - - __-- _787/297/190_(7/_12-/._7.5)__-._-:L_____---------.7_-_-_,- — JI ° 1_,,- _DC_Disconnerf dimensions W_1--1-y-151_ -_-- ---:- _. ____.-_ _ _ _Packing dimerisionsjW/H%D)in mm_(in)-_______ -__ ---__1 L -__ -________390%580 470_(15%23_%18.5)_.--___,a- ._____-__-___: o I DC Disconnect packing dmensions(W/H/D)in mm(in)_-__ 1 C_-___________-.=_-..-.-.=370_/_12- 40/289_(1_5_7_9_7_11)__-_--_- ; .r-__-_-_, -_-- __---:-...• _ -_- . -•--__ --_ - - ------ 3_ k _416 9•_.k 8 -- -r 1 Weight/DC Disconnectwaight -- --- - ----- __ y IL�. ------ _38 g-(--lb) - _--_--' o i _Packing weight/DCDisconnectpackingweightv - TI _ 44_kg._(9716 4.kg_(9I6)____-_ __ _______-_-__Ji m E Operating temperature range(full power)'_- _ _ -_c_ 11 -25°C.. +45 C 13 F _+l 13"F -- - i L_ ,Noiseemission_(typical)-•_ ---__.....__-_-_,_-_;_-____ —_�__-�C _____40 dB(A)______1_____ _37dB(AI__ --_'L _. 37dB(A) __-, '- Internal consumption at night_ - - - - _ l i__ --- 0.1_W ------J --_-_0 1 W______--•E--------_i W----- § __.. _ 1 Ti LF transformer -:( LF transformer 1 rLF transformer e ' Cooling concepR._---_ __ _ _ ___ _ f r_-.___OpjCoo(___ __J,_ ._._ _OptiCool_. I[__ _wOptiCool__ ____) I i ' Electronics protection,rating/connection area ___ -__- J- NEMA 3R NEMA 3R__i; _ NEMA 3R NEMA 3R___1 L ,NEMA 3R/NEMA 3R __i Features _ _-___ r Display;text line/graphic_ -- -- -- _______,1 L._----.%-_ -__ __I 1,______,________::_e/r__________ --------�_____-, ,I Interfaces RS485/Bluetooth® _ _____-_____= - -_ - 1 1--I -O/c:I---__I L__________o%o_.-_II L-_ ___0/0____.....__ _ Warranty 10 15 20 years t_ 41/0/9 ______1 L_-_ _e/o/O-„_...___e L____•_.._-/9'/0__-.-,_-._.,. ^m ICertificates and permits tmore available on request),__ Ti i'UL1741(Second Ed),U11998,UL16998,IffE 1547,FCC Part 15(doss A&B),CSAC 2 No 107.1-2001i .o Integrated GFDI-___---_-_ - --_- __:f�_-• _-_-:--- --- _ 2 *For AFCI Functionality or_extended operating temperature range to_40_C specify SBX_03KVS12 when ordering, __�____--__ __--..„.....___T_______„_=,..,_,„„_.::-.1' _ ' m 1 _ •Standard features 0-0-ptional features Not;Tellable Data at nominal conditions Nott-:US inverters ship with gray lids__--_ _: --__ _:_II Z Typedesignation __,__- __ .__ -_. — -..I.-_aSB 30001iS __I� •_58_3800-US-10- ___;i,-- SB4000US__,Ij e Toll Free+1 888 4 SMA USA www.SMA-America.com SMA America, LLC i J I I It!1I l ' 1� ' � I i , I I, .i Ai 1I IIII1 LG..1,. 1' i'ti LAG, ' I t II Life's Good i�' it siall�posolblle. Rli ' — � 5 III' �, d a tfl I h I f �; i'I1 1I ,,,i 11 < �l III III .I I I t I I I I I i • s'' 11I I 11 Illi 1 ' MOna,..• 11 1 0 i I ii1 ' I! i LG280S1 C-B3 • ii i ! !I ll C• is ( IMono X°series are LG Electronics'high-quality monocrystalline ' I I11111: I l 1� . l module brands The quality is the result of our strong commitment In developing a module to improve benefits for customers tl'iFeatures of Mono X®series include higher efficiency and durability 1than LG previous models,convenient installation,and aestheticexterior APPROVED PRDDUCTI � oVE COS CE I nrc'sj0 \y� _. 1At 5a45 ESN n1:15 • I L Ffurw.'t-,,c IJ•i,Aes .. Ii .7 � • ;,I_ II- „ _—_-_-__- ,_-----------__--.__'——._..I v—.... __ _ 1 it I i CMLight and Robust ® ' Si Convenient Installation L"J With a weight of just 16 8 kg(36 96 Ib),LG L-; LG modules are carefully designed to benefit installers modules areproven to demonstrate outstandingbyallowingquick and easyinstallations throughout the Light Weigh, 9 durability against external pressure up to 5400 Pa Convenient carrying,grounding,and connecting stages of modules Installation 100%EL Test Completed The Extra 2%Power Ir2A, All LG modules pass Electroluminescence inspection To minimize losses due to mismatch,LG produces 3 groups EL Test This EL inspection detects cracks and other iti of solar modules which are sorted by its current class imperfections unseen bythe naked eye This enables Mono X®to maximize the system's output P Y Current Sorting by around 2%based over the theoretical calculation Reliable Warranties Positive Power Tolerance C--- -131 LG stands by Its products with the strength of a ' LG provides rigorous quality testing to solar modules Linear Warranty 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 Positron ;l arca r modules,with a positive nominal tolerance starting at 0% a 25 year limited linear output warranty , About LG Electronics LG Electronics is a multinational corporation committed to expanding its capacity with solar energy business as its Future growth engine Our solar energy source research program was launched in 1985,backed by LG Group's nch expe•ience in semi-conductors,LCD,chemistry and electronic materials industry We successfully released the first Mono X0 series to the market in 2010 which was sold in 32 countries in 2 years In 2013 Mono 55 iJeON won"Intersolar Award",which proved its leading innovation in the industry • 1I ,l , 1_ ' I 11, f I. �1 ; '1• p 1 • I 1- 1 i 1 11 f i ( 'fir 1I�1 II I� 1.1 Il��f if ) I I , I I , i I1l l I I I ' l 1• ® 't , I li I , 1 i i 6 MOrio .$ LG28051 :1-B3 lI 11I I r J .f I 1 l� I '" Il I. 1j l I 1111 1 , 11 11' 1 l ' 1•.11 l ,' I f• l ? I 1 1 Mechanical Properties Electrical Properties(STC*) Cells 6 x 10 LG280S1 C-83 Cell vendor LG Maximum power at STC(Pmpp) 280 Cell type Monocrystalline MPP voltage(Vmpp) 31 9 Cell dimensions 156 5 x 156 5 mm/6 x 6 in - MPP current(linpp) 8 78 a of busbar 3 Open circuit voltage(Voc) 38 8 Dimensions(L x W x H) 1640 x 1000 x 35 mm 64 57 x 39 37 x 1 38 in Short circuit current(Isc) 9 33 Static snow load 5400 Pa/113 psf Module efficiency(%) 17 1 Static wind load 2400 Pa/50 psf Operating temperature(°C) 40-+90 Weight 168±05 4/3696±11 lb Maximum system voltage(V) 1000(IEC),600(UL) Connector type MC4 connector IP 67 Maximum series fuse rating(A) 15 Junction box IP 67 with 3 bypass diodes Power tolerance(%) 0-+3 Length of cables 1000 mm/39 37 in •STC(Standard Test Condmon)Irradiance 1000 Wine"module temperature 25•C AM 1 5 Glass High transmission tempered glass •The nameplate pourer output s measured and determined by 10 Electronics at sole and absolute discretion Frame Anodized aluminum Electrical Properties(NOCT*) LG2B0S1C-B3 Certification and Warranty Maximum power at NOCT(Pmpp) 205 Certifications IEC 61215,IEC 61730-1/-2, • . Salt Mist Corrosion Test(IEC61701), MPP voltage(Vmpp) 293 DLG-FokusTest"Ammonia Resistance", MPP current(Impp) 700 UL 1703,150 9001 Open circuit voltage(Voc) 360 Product warranty 10 years Short circuit current(Isc) 7 52 Output warranty of PmaxLimited L near Warranty` Efficiency reduction 4 5%(measurement Tolerance m 3') (from 1000 vNm'to 200 W/rn) ^1)1st year 97%2)After 2nd year 0 7s6p annual degradanoq 3)80 2%for 25 years •NOCT(Nominal Operating Cell Temperature).irradiance 800 W/m',ambient temperature 20"C.wind speed 1 m/s Temperature Coefficients Dimensions(mm/in) NOCT 45 0±2°C s s-a o(x.,..1 1000/39.37 Pmpp -0 43%/°C a 0.51,4•4 960/3780 D..In ho1n14•0 10•.Lna. ,nnnm,n9 1a/071 Voc 031%/°C 4ana9 e.m, Isc 0 04%/°Cz-oaa % Grounding hoi..(12..i -i I•r a Da DR•i. Characteristic Curves T ..,—„,,,,,,...,..4\..,—„,,,,,,...,..4\ie.4\ a 10 9 l000w l 11:10,____411 37 3 e- Cable0 9 800 w - - 6 snow OFF a r - 4- 8 400W I E 3's 2 __ 2oow \ L ii Y �\ e 1- 0 5 10 15 20 25 30 35 40 Voltage(V) 944/3717 1 co" 14D _. > /!r- M 1 a 120 .. ............� ... ` ISC p O O O — _ a E 100 �y VOC I? 8D 35/136 10/0 40 1WO 40 60 Pmax — 0,_81.3, 4 o5S/D 22 n m v 0 81L 20 - - .... U D.I•a8 D.I.aY 00812 28/110 22/087 0 Long side frame Shansi&frame -40 -25 0 25 50 75 90 Temperature CC) 'TN.distance petrol en the coat r"{the Inn,tulg/grounding holes North America Solar Business Team Product specifications are subject to change without notice 0 .t. El Tr LG Electronics Ave,S A Inc 'LG Life Good'a a regatrated trademark of LG Corp 1000 Sylvan eAll other trademarks are the property of their respective ownersWI ■ Englewood Cliffs,NJ 07632 DS-A3-60-C-I1S-E-EN-30629 With LG,it's all possible® -'�.�iO Contact Ig solaria Ige rom Copyright©2014 LG Electiomcs All rights reserved }F•• Life's Good vnvwlgselausacom 06/17/2014 • '� r:- i-111--01 6RONF�IDGE Roof Mount System ---- 'l FI til_ — -- - - — - - - -- XR10 Rail XR10D Rail XR1000 Rail Internal Splices t _ . It , - _,1- .vrt -----------.Z..., _ ------___:___ lit - ,t {1 A low-profile mounting rail The ultimate residential A heavyweight mounting All rails use internal splices ri ' y, for regions with light snow solar mounting rail rail for commercial protects. for seamless connections. 'moo;. _ ',i •• 6'spanning capability • 8'spanning capability • 12'spanning capability • Sell-tapping screws - _-`;' '-I.' • Moderate load capability • Heavy load capability • Extreme load capability • Varying versions for rails - i - - • Clear anodized finish • Clear&black anod finish • Clear anodized finish • Grounding Straps offered ` �{ ,, "`""^ _ _ - - -- i,tt.v-hrorin,a -------- - -------------------- ----------- ----------- ---- - ------- 2.7 `I. ^` FlashFoot Slotted L-Feet Standoffs Tilt Legs _ - Anchor,flash,and mount Drop-in design for rapid rail Raise flush or tilted Tilt assembly to desired with all-in-one attachments, attachment. systems to various heights. angle,up to 45 degrees. • Ships with all hardware • High-friction serrated face • Works with vent Dashing •Atlaches directly to rail • IBC&IRC compliant • Heavy-duty profile shape • Ships pre-assembled • Ships with all hardware • Certified with XR Rails • Clear&black anod finish • Lengths from 3-to 8" • Fixed and adjustable 13,110 irlit sr fii's to1li 10,34 Wort, Clamps d,Gioundjrni - - - -- -- - - - IronRidge builds the strongest root mounting system in solar.Every component has been tested to the limit and proven in extreme environments. End Clamps Grounding Mid Clamps c•,1 T-Bolt Grounding Lugs c,; Accessories Our rigorous approach has led to unique structural features,such as curved rails and reinforced flashings,and r is also why our products are fully certified,code compliant and backed by a 20-year warranty. ;{, rI t-�� r. ? _ � [ --'A`_„r ' '._ 0 --Sir''•, 4-4 f ..--::,--1 Strength Tested r -d PE Certified -r" �, - , 1'z, i All components evaluated for superior ,'\11,,,-::::V.-1 Pre-stamped engineering letters Slide in clamps and secure Attach and ground modules Ground system using the Provide a finishetd and '-'-'1 structuralerformancel___-_-_--:.1.1 P available in most stales modules at ends of rails. in the middle of the rail. rail's top 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 End Caps ti-, ` Class A Fire Rating j r r_�-,,I j Design Software • Optional Under Clamps • Mill&black stainless • Swivels in any direction • UV-protected polymer I I-`W _,_ j;x 1 Certified to maintain the fire resistance 1,,,-,E-„,t Online tool generates a complete bill of ._. i rating of the existing roof. L-1-77.„-JA materials In minutes - r: r.c:,ot:rc ". - --- -----_ ______ -___-__- - _ Design Assistant .�1q NABCEP Cer tilled Training i 1----;;;;--,--i. Integrated Grounding ;'..c,:-:-'7"..4)- '771 20 Year Warranty Go from rough layout to full -r v i fr=ri,1 r E''-1 p system Y Y r`-j Earn free continuing education credits i 1r, %;'I UL 2703 system ekmmates separate t.--v--Z.4 Twice the protection offered by t _ engineered For Tree 1f'•-- while teaming more about our systems. _.___�-I module grounding components (,�:_. competitors l `Gc Wirt' al a co;.r,,-, c,t= Ircn F''d; rum/cr^,imri I 1 inIr 1:'tui1j r; rittt tie AUTHORIZATION TO MARK Installation Overview - tL Install Roof Attachments - —' •Install appropriate roof flashing andtor standoff for roof type. - � This authenzes the application of the Certification Mark(s)shown below to the models described in the Product(s) i •Attach L-Feet to flashing or standoff L Covered section when made in accordance with the conditions set forth in the Certification Agreement and Listing Report This authortealion also applies to multiple lister model(s)identified on the correlation page of the Living Report Prepare Rail Connections This document is the property of Intertek fasting Services and Is not transferable The certification mark(s)may be •Inserts lice into first rail,then secure with Groundingp applied only al the location of the Party Authorized To Apply Mark p Stra and sell-drilling screw I Applicant. IronRidgir,Inc. Manufacturer. IronRidge,Inc •Slide second rail over splice,then secure with opposite end of I I 1493 Zephyr Ave 1435 eaechlel Road I Address Hayward,CA 94544 Address warns,CA 95490 Grounding Strap and self-drilling screw. I i I Country. USA Country. USA Contact. Yann Schwarz Contact. Jim Norsworthy Phone. (500)227-0523 Phone. (500)227.9523 ,.y 1 Mount&Ground Rails ------`— `-----Phone_.. __ _(510)225.0973 .- i FAX: (707)459.1033 _ _ FAX (707)459-1533 •Attach rails to L-Feet and level rails i c(,,- 1 Email: yschwarzt ironridge corn Email:- )nersworihyaironndge.corn - - . .;i 1 •Install one Grounding Lug per row of modules 1 Party Authorized To Apply Mark• Same as Manufacturer /� Report Issuing Office. Lake Forest.CA ( U iX',,!rr a,\:., 1'v r e)'--,c• •Connect Grounding Lug to grounding conductor. _ Control Number 4007559 Authorized by for Thomas J Patterson.Certification Manager Ell ta cssineo Install Modules&Clamps — `--'I •Install first module using End Clamps and Grounding Mid Clamps ,-,, (IOUS •Install additional modules using Grounding Mid Clamps. r- Intertek •Finish row with a second pair of End Clamps -,_ , NI This document supersedes all previous Authorizations to Mark for the noted Report Number. olw.,.e,eu,.vw v . .ewn nwmmv.a eCens_,m�n,r.trc ns,tue„.I.I.uao• t,x,a n . ,..,.ne..0 . .wa tnt,.:,,leTsWVmcps..712,'ua,amrw,d Yenta,aa•AulawU,lit,bal,401D.,uw•.V.C1P,...,rnlas...xn Yoryo-rntpr,pans..,e+poor.u.uy.oaa,b,.. e,da,eeU,nAb,u_n OM,ONr Co CrfalCva.a.a:O P„m1CRin,vaa-r`Ax dowl,uvv,m W IL.,ma vu,wit b CPe.veld L``✓aflr_?4„C<1b,Oa,me,a Testing&Certification L— Inv a9eerv1 van t,a lua-ti-„Cn b.t,\0.iyk.ne,neoi the 1,...nary b!iv W.n aE.a.Y.mnei,.•aavtnu,mvl tome,e•sw,rq�.aet �>:pm-r1"ki,,.,,;' lra@ A<:.,>..,- erre..•eb-..es„.�,.er.,:,•a,wa:,r�,a-,wawa,ere,a4enr1al-.,tip.>,x..,-.ana,e,yre.,rl a - Module Frame Compatibility t�,.en.,.A.x.,.unas�,1e r,<„I.,amRA„ei.a,n,�,..., .,....all-e.ee.,, .,dlert.tc...1 r P Y The IronRtdge Integrated Grounding stertch Testing Ser•„ccs NA Inc ' System has been tested and certified to I — - Dimension ( Range 515 Cast Algonquin Road.Arlington Holghts,IL 60005 UL 2703 by Intertek Group plc -`--` - - 'w000no 8a0-315-3851 or 847-439.5667 Fez 312.263.1672 __A 31.0mm-51.0mm , UL 2703 is a proposed UL standard I " B T 5.08mm(minimum) 1 UL 5uhlecl 270J Outline of Investigation for Pack Mounting Systems and Clamping Devices for Flat-Plate P P 1 ,---- — standard(s) Photovolleic Modules arid Panels,Issue Number 1.October 4,2010 for evaluatingsolar module mounting ' My module Immas whose parameters aro not fisted In the Product ,(R Rails with Integrated Groundingand clamping devices.It ensures these I provided table have not been tested for compatibility. ©rand Name N/A - __ devices will maintain strong electrical and Models. 51.61GO.005 5F-61CD-0056.51-5000.001.and 51-65-001 mechanical connections over an extended period of time in extreme outdoor The Grounding Clamp has proven robust in grounding GO-cell and environments 72-cell solar module frames with box construction and a range of anodization thicknesses. The testing process closely mirrors that All solar modules listed to UL 1703 and with frame construction of UL 1703,the solar module testing within the parameters staled above are compatible with they , standard,including temperature and IronRidge Integrated Groundinn System humidity cycling,electrical and mechanical load testing,and manufacturing quality I k.::,,-T7:1 c r,to it„r.i_lc;e'_.:0i:a.',it - reviews ATM for Report 10 154 1132LAX-002 Page 1 of 3 ATM Issued 10-tiny-2014 ',. _•. IRONRIDGE XR Rail Family c 1 1 'I Starling Madison Lofquist, inc. 5224 South 39th Street,Phoenix,Arizona 85040 tel:(602)438-2500 fox:(602)438-2505 www.smleng.com Over their lifetime,solar panels erperience countless `f . ,_` as extreme weather events.Not lust the worst storms in years, ° ' Z ..�"•„, but the worst storms in 40 years High winds capable of r'ig r 4'` ''`*r +` '�"; IronRidge June IG,2014 ripping panels from a roof,and snowfalls weighing ' - ./..A-":7-.1k41-#41%, � I J95%cphyr,\vc Page I of Il enough to buckle a panel frame 4- ,,;; ge— `+-.'i . l I layward,CA 94544 XR Rails are the structural backbone preventing .t--..:,..:..5-, -.-.:4.-;te .r .. � °d , 1 these results They resist uplift,protect r,'- `.,,,i-n.- FF:F,, Z -='.:.3e,-;--_- ...71-f, __r-__ g: , against buckling and safely and efficiently ---,,. _,,;.---;.:',..e. ,Vet.Mr Davin! Taggart,\ice President 1 iociucts transfer loads into the building structure A*`•.; e:.,,,{ -d6 --)!- t t CCw-- ; Subject Their superior spanning capability ' •: s' :- 'r J-�,',)y- }l `�1 j ct IronRmlge XR 10 Rail.Root Flush Mounting System-Structural Analysis requires fewer roof attachments, ' -•__-,y-i,,'-' 1_--_--)'` yt:- I(''-,-�;r',-;,:''-_,.,...'-i reducing the number of roof _ _ ,-.'' r ; .j tr?. ;, ?: t y =; );s:1; Dear Sir penetrations and the amount ���-: "_r,-� -.(, -,',5-, ,,.� ,,(_ ( of Installation time '',j,a ,', Ii`-°�J�-` -ai-,..,,:l- ;-'_;,• - 'x-^w�- (Tr ; l'`9 ' We Inic e analyzed the IronRid•c\R 10 Rail for the subject solar module support system and determined that,For the configurations and criteria described below,it is in compliance%still the : • �;; T ; , applicable sections of the'Miming Reference Documents. t - • .i rl •°i' Codes.ASCE'/SEI 7-10 Mtn.Dcstgn Loads for Buildings&Oilier Structures Lili �,` '_'. 'I• ,''I International Building Code 2012 Edition California Building Code 2013 Edition -.,-,T' ', Other AC428.Acceptance Cruet la for Modular Framing Systems Used to Support 1W "' R \dl*� prV " . 1 J PI �y Modules,dated Effective November 1,2012 by ICC-ES f•4 - -f '.\i,'t '.x Iif Aluminum Design ixfanual,2010Edition ;,;• - A,j' The IronRidgc\R 10 Rail is an extrude('aluminum section to tth an overall depth of 175 in.and a net _ Force-Stabilizing Curve Sloped roots genome both vett.'and lateral 4area of 0_63 sg,nt, The rails me used to support solar modules,typically,on the roof of a building ''- • :' .—f 51 - forces on mounting rails which can cause Wen See Exhibit A-attached 'the rails are clamped to aluminum angle brackets that arc either attached > , ' _ to bend end twist The corned shape of SR Rads directly to the roof framing or attached to a stand that is screwed to the roof framing The rails are '' s' i Isspec ctions while tornnez-0 strating gtbThis unique mounted across the slope++uh a small cicamncc(flush mounting)to the underlying roof structure --•� feature e surds gloater the Misting g ex unique P' b) �,'' loaruro onscros gloater%acuity during extreme pie installed solar modules ate,ii the same slope as the underlying roof structure -- -/ waiter and a longer system lifetime All loads ate transferred to the roof framing through the angle brackets by simple bi-axial flex tit of \ \ the rails l lie maximum span of the nils is governed by either the mid-span flexural stresses or the - deflection requirement that the rail not conic into contact so uh the roof - 1lie elfect of seismic loads(fits all design catego*les A-r)have been determined to be less thin the effect due to wind loads in all load conditions and combinations. Therefore,the maximum allowable spans for common load ca.c>are shown in Tables 1,2&3 below for 0-6 degree slopes,Tables 4,5. Compatible with Fiat&Pitched Roofs I I Corrosion-Resistant Matenals i & 8:6 below fm 7-27 degree slopes,and fables 7,S 9 bels', for 2S-45 degree slopes. II i "--- XS Rads ars -- 1-,—— Iron0idge otters i 1 At xn Rads are made or merino grade i i I �•�`_ti 1 tameable adh i ,,,::*,•5-j a range of lilt leg i aluminumalloy,then protected with an i ( {{)� FtrstrFoat and i i �-t j I opaons for liar j anod end IOnsh Amara]ng,prevents sin tree 11 i�'•;Q Li I octroi pdched root (U 9 L t roar mouneng and airuaural corrosion,mute also prondmg tit, i - . i__- anachments C______j opplicatiens a more attractive appearance •••��� 4-D Starling Madinon Latinist,Inc. Couvulting Structural and Poru,src Iing.ncers o O- 0 O m m m O Cf m m m m P. m m m m m m co m m mo O m m m m m C _V 0)G N N N N N N N N N N N N N N N N N N N N N N N N N N N a J wN — — —__.— LJ 4-C C O co a H H n n n n n H n n H H H H n n H n n n n e) n n H n n G N C_ el co en co en co ki Or C eel N el ee3 ea ta')Co)n en] en)M n H en) (n') a ca n el n co el el el a n H 1 7. T.? v O N U')11)N U)N O N O O U) e0 O O In e0 O N U) O N 10 N U) O N U) CO .. Iv e0 a n n n n n co co to n n co co n co CO CO CO CO n n n CO CO CO CO co n _ u C 0 9 V. r. 4 r O tL a. N J 0`tD mm 010,01 m m m m m m m m mm 0) Cr, O m m m m m m c0 e0 el .- O U)a n n n n co H n H H CO n co Co) Co)H H H n n H n H H n n n n O r C C O y _ fA p C O N n H n H CO co)Q H H H H H H H n , m O H n n H n s- O t0 H C. Q a Q Q Q Q Q Q Q Q Q Q Q Q Q Q Q n n V Q Q Q Q Q n H H I 1n c. O sc J G a _- T C O N O)m m m m m m COn m O GI 0) CO Q .- m e0 O m P r Q O O H = n a Q Q ^. Q Q Q Q Q a Q Q Q Q a Q ? H n Q Q Q Q Q a Cl n n V) N S O`y 10 10 10 0 10 N m(0 CO O O In CO m O U) Q N r Q — G) O H C C N 0,O e0 O 10 10 N . Q Q 0 10 e0 O Q C a n n U) 10 U) Q Q Q n n H - I GO U)co U)0 0 0 0)0 n 0O (O m Q ,-0 (0 O Q N r C '- W O n o a 0 0 0 (0 In U)Q Q Q CD U) U) 0 Q Q Q Cl H U)U)O Q Q Q n n H Era D n am/ 2 a N 01 O 0(O N O)40 n co O co Q O) CO ON r Q co 0 n 00 r O O CO t0 O Q Q Q 0 O O U) Q Cr Q H CO O 1n O Q Q Q n n H 0 Q J) X11 O Eo a O O 0 0 0 0 0 0 0 O U) O O 0 0 0 0 0 010 O N O O O O O — S a E co O .-N n Q O e0 r 0 0 ' N e)Cr O r 0 0 Q O CO r - — F C n 0 ( L_.„ G - ✓ C^ CCC C '- O0. Om 0 I) ) +' ` ''" ` x w co U U U B. ✓r. Y T— r) 0 O N m C)m O)m G7 G) 0 0) O C) CI 0) m 0) C) 0) m m Cl C) 0) 0) O) 0) 0) 0) J _3n m O.N N N N N N N N N N 01 N N N N N N N N N N N N N N N N .l J . C J) L'7 P J 0 • _ C O a n n H C) Co)H co)C)H n n n H n H M H n H n Co) CO H CO n H CO O C N C LE c).1-n n n H H H n n H H n H co n n H H n n n n n n n n H H C r a n CO CO CO CO CO n n H C) Cl CO n el n H H n H n H n Co) Cl n n n i' _ V C O N U) O V)to U)U)U)U) N U) U) U) l') V) N U) N N O O to U) N U) U)U) a _ GJ co a n co)n H ^)n n n n n n n n n n n H Co) e)n H e) e) a) H n CO O G. 0 9 , ICs L. N 0 O 7,5 m O m m m m m m m m m m m m m m m 0 m O m C) m m Q e0 r O i O a H n co)H n n n n n CO CO CO CO n CO n CO CO CO CO H n n H n n n , _7 r C _ N N N C. C 0`y n n n n n n n n n n n n H n n n N n n n n n N N .- 0 U I h O Q a Q Q Q Q Q Q Q Q Q Q Q Q Q Q Q Q C Q a Q Q Q Q Q Q Q Q O J O A C O N m Cl m m m m m m r m m Cl 0 O K) r co a Cl m m O r co O O Q H a Q Q Q Q Q Q Q Q Q ? Q Q Q Q Cr Q Cr a Q Cr Q Q Q Q Q Q Q E d O`y O CO• In In 0 O U) n If' U) (0 e0 -1' H N— 0 U) O U) N 0 m 0 N a 10 10 U)O U)N N t()O O U) I.') (0 U) 10 U) 0 (0 N U) U) Cr0 10 N 10 C Q V A t G 0. O y O O O O N(0 N co m to O N t0 V C co H C a l'1 O O 0 N m O N ^a O O O O (0 O O CO O O O O c0 O to to O 10 O O (0 (O O N t° ^ .. G LI u 0 '71 010 0 0 0—O N m 0 10 O 0 U) 0 en n O U) H 0 Q 0 U)N 0 (0 X O r r r r r r 0 O 0 r r r r O O N O In r r r CO O O CO Q Q _ F. Q E-.9..,); i !- 0 t)N_ ) O)7O O O C C r=.� co � nmc n m U O T. Q xw U K C U U G IronRtdgc June 10,2014 IronRidge Jute 16,2014 Mr Das id F Taggart Page 7 0l'I I Mi.David F. I aggtnt Page 11 of 11 IronRtdge XRIO Rail.Roof Flush Mounting System-Structural Analyst~ IronRtdgc XR 10 Rail.Roof Flush Mounting System-Structural Analysis - ' Table 6-MAXIMUM SPANS(inches)-Roof Slope 7 to 27 Degrees-Wind Zone 3 Notes-'tabulated values are based on the following ci iteria: XR1O Wind Ground Snow Load Rail Speed1. Budding mean roof height 30 Il Exposure mph 0 psf 10 20 30 40 50 60 70 BO 90 2. Risk Category I psf psf psi psf psf psf psf psi psf 3 Solar module long dimension=67 5 in 100 59 59 55 49 43 39 35 33 31 29 4. Piovide 2 in.cleat bets+cen tool and rail 105 56 56 55 49 43 39 35 33 31 29 5. End t,anlilcver span(mas)=0 40 x maximum span fiom above tables 110 54 54 54 49 43 39 35 33 31 29 6. No rail splices in end spans Cate o ry120 49 49 49 49 43 39 35 33 31 29 7. No tail splices in middle 113 of interim spans 9 130 46 46 46 46 43 39 35 33 31 29 Ii. Single simple span(s). Spans fisted in the tables above may be multiplied by I OS for B 140 42 42 42 42 42 39 35 33 31 29 contnnunts i:ails o13 or more spans 150 40 40 40 40 40 39 35 33 31 29 160 37 37 37 37 37 37 35 33 31 29 170 35 35 35 35 35 _ 35 35 33 31 29 Out analysis assumes that the mils,iat.luding the cunneclions and associated haadsvtuC,ate installed 100 50 50 50 49 43 39 35 33 31 29 in a workmanlike manner in accordance with the"IronRtdgc Roof Mount Installation Manual"by 105 48 48 48 48 43 39 35 33 31 29 ItonRidgc tad generally accepted standinds ofconstinction practice.Additional infounataon is 110 45 45 45 45 43 39 35 33 31 29 available at the lionRidge web site,hnnRidge coin. Verification of PV Module capacity to suppoil 120 42 42 42 42 42 39 35 33 31 29 Category the loads associatedtvilh the given array shall he the responsibility oldie the CmtlmcUu Owner and of C 130 39 39 39 39 39 39 35 33 31 29 not lionRidge or Starling Madison I uliluist 140 36 36 36 36 36 36 35 33 31 29 150 33 33 33 33 33 33 33 33 31 29 160 31 31 31 31 31 31 31 31 31 29 The adequacy oldie suppoiting roof fianung is to be determined by others 170 29 29 29 29 29 29 29 29 29 29 100 46 46 46 46 43 39 35 33 31 29 105 44 44 44 44 43 39 35 33 31 29 Please heel(tee t0 Contact mc at youi convenience it you have any questions. 110 42 42 42 42 42 39 J 35 33 31 29 120 38 38 38 38 38 38 1 35 33 31 29 pr.37-' Category 130 35 35 35 35 35 35 35 33 31 29 D Respectfully yogis 140 33 33 33 33 33 33 33 33 31 29 6j-.•pal;�l,_ - 150 31 31 31 31 31 31 31 31 31 29 r clV 1!J 160 29 29 29 29 29 29 29 29 29 29 5 ��cs •rt Ry^9 �o•t�C,+PytP 170 27 27 27 27 27 27 27 27 J 27 27 r + (.(4.4-e �%.,'+:+ lies%int% E. 0:',A1,3 Design Division Manager ,l Now.-.a page I I r, 7 0795 4 t, r<1.1..)!:'° t N' ,,,,r pp Q-A4 Starling 1N:uhcon Lofqunt,Inc Consulting Structured and Forensic Engineers Starling Madison Lofqu,st lilt. Consulting Structural and Forensic Engineers 7 -11- DESIGN&DRAFTING BY: SCOPE OF WORK O PC-e-- f JAMIE MINNICK -, • - IL NABCEP CERTIFIED I TO INSTALL A 3.92 KW SOLAR PHOTOVOLTAIC (PV) SYSTEM AT THE ELEC flICAL V � � 4:..... . .. ..4.4.4•••• �e 051112-129 MOYER RESIDENCE, LOCATED AT 650 BAY AVENUE, MATTITUCK, NY 11952. 411 v j • THE POWER GENERATED BY THE PV SYSTEM WILL BE INTERCONNECTED g P CTIC a! RE:* REP t d WITH THE UTILITY GRID THROUGH THE EXISTING ELECTRICAL SERVICE EQUIP REVISIONS THE PV SYSTEM DOES NOT INCLUDE STORAGE BATTERIES. DESCRIPTION DATE REV ORIGINAL 05-27-2015 SYSTEM RATING APPROVED AS NOT:I / f . 3.92 kW DC STC V DATE:, (Pl 5 /s E3.P.# 3 qg q 4 . 1 2.87 kW DC PTC /) A -� , -- 3.466 kW CEC-AC FEE:-..-a-5-0-.2-L12. $ W� � 1 r ` _ �. NOTIFY BUILDING D PARTMENT AT o r`� r 74 . EQUIPMENT SUMMARY � ff. NEWyo 7s5 tso2 8AM TO 4 Pr3 'FOR THEco GSCIgN +��' FOLLOWING INSPECTIONS: ,! ' ri 1;- 14 LG 280S1C 83 PV MODULES }} O`, 1. FOUNDATION - TWO REQUIRED ' "� I SMA SB4000TL-US 22 INVERTER i - NkI 1 1 ` to ,,. CONTRACTOR ((( > FOR POURED CON.-RETE % II 0 I IRONRIDGE XRS1000 MOUNTING SYSTEM 11(./ 1,• I'i,. it ,+ ;1 eft ;1ff�� -1- * 2. ROUGH - FRAMIN : PLUMBING ;I �. a• 3. INSULATION r SHEET INDEX `k� ' ��i 4. FINAL - CONSTRUC 4N MUST *, l9 {1 ?� - BE COMPLETE F0,"" = I " �: PV-1 COVER 060935'1 G' •� I 11 1. PV-2 SITE PLAN �Q �� ALL CONSTRUCTION `S �, ,.`BEET THEA _ ,; i' 7 SOLAR UNIVERSE PV-3 ROOF PV LAYOUT 'ORO P�' REQUIREMENTS OFT rs" •F NEW ✓. � / FESSIONC I "; @ 7470 SOUND AVE PV-3 STRUCTURAL/ DETAILS&SECTIONS YORK STATE. NOT R i�R? : OR MATTITUCK, NY 11952 GOVERNING CODES DESIGN OR CONSTRti31t,,tz-.. ,." ` A LICENSE # 43889 H OCCUPANCY OR .I'. • . ,, RETAIN STORM WATER RUNOFF _ . it :" ,.1I � PROJECT NAME 2010 RESIDENTIAL BUILDING CODE OF NEW 2011 NATIONAL ELECTRICAL CODE UgET4S UNLAWFUL PURSUANT TO CHAPTER 236 _ PROJECT�LOCATION UNDERWRITERS LABORATORIES (UL) STANDARD CERTIFICATE OF THE TOWN CODE. VV OSHA 29 CFR 1910.269 GENERAL NOTES VI U �' o OF OCCUPANCY �� w z COMPLY WITH ALL CODES OF 1. CONTRACTOR SHALL CHECK AND VERIFY ALL CONDITIONSNEW YORK STATE & TOWN CODES 0 W Z AT THE SITE PRIOR TO STARTING TO WORK AND SHALL • FAMILIARIZE HIMSELF WITH THE INTENT OF THESE PLANS AS REQUIRED AND CONDITIONS O AND MAKE WORK AGREE THE SAME. ,,,,. OC W 2. CONTRACTOR OR OWNER SHALL OBTAIN ALL REQUIRED Y APPROVALS, PERMITS, CERTIFICATES OF OCCUPANCY, U 10. CONTRACTOR TO EFFECT AND M INSPECTION APPROVALS, ETC., FOR WORK PERFORMED CONTRACTOR'S LIABILITY, WORKMAN'S COMPENSATION, CC m FROM AGENCIES HAVING JURISDICTION THEREOF, IF COMPLETED OPERATION: TS FAD Q• `�I ItES ' • gricl - W Q I- REQUIRED. PURPOSES OF THIS PROJECT AND FURN SH PROOF OF ` . I� 3. ALL WORK SHALL CONFORM TO CONSTRUCTION CODE SAME PRIOR TO C OMMFNCINGWII LU - O °n AND ALL RULES AND REGULATIONS OF THE RESPONSIBLEll) 11. EACH SUBCONTRACTOR SHALL BE RESPONSIBLE FOR C JURISDICTION. MAINTAINING SAFETY ON THE JOB SITE DURING THEc 4. IF IN THE COURSE OF CONSTRUCTION A CONDITION CONSTRUCTION PHASE TO COMPLY WITH THE•REGULATIONS EXISTS WHICH DISAGREES WITH THAT AS INDICATED ON AND REQUIREMENTS OF THE OCCUPATIONAL SAFETY AND THESE PLANS, THE CONTRACTOR SHALL STOP WORK AND HEALTH ADMINISTRATION. THIS SHALL INCLUDE, BUT ARE • NOTIFY THE ENGINEER. SHOULD HE FAIL TO FOLLOW THIS - i ` PROCEDURE AND CONTINUE WITH THE WORK, HE SHALL NOT LIMITED TO: PROVIDING FOR ADEQUATE AND PROPER BRACING, SAFETY RAILINGS AND SECURE FOOTINGS FOR �`" b�' z ,.‘,. '• SHEET NAME ASSUME ALL RESPONSIBILITY AND LIABILITY THEREFROM ALL TEMPORARY SCAFFOLDING, STAIRS, ETC.. AS WELL AS , y ` 5. ALL STRUCTURAL STEEL SHALL BE A-36 AND SHALL BE PERMANENT CONSTRUCTION. 5 V FABRICATED AND INSTALLED AS PER LATEST A.I.S.0 12. FIGURED DIMENSIONS SHALL GOVERN. DO NOT SCALE R COVER SPECIFICATIONS. , DRAWINGS, WHERE DIMENSIONS ARE ESTABLISHED BY 6. ALL ELECTRICAL WORK SHALL BE BOARD OF FIRE EXISTING CONDITIONS. EACH CONTRACTOR SHALL VERIFY y •E UNDERWRITERS APPROVED AND IN ACCORDANCE WITH EXISTING CONDITIONS PRIOR TO ORDERING MATERIALS AND •• ..•' •• •• N.E.C. & NYS CODES & REGULATIONS COMMENCING WITH WORK. 7. ANY DEVIATION FROM THESE PLANS WITHOUT THE DRAWING SCALE WRITTEN CONSENT OF THE ENGINEER WILL NEGATE THE 13. CONTRACTOR TO REMOVE ALL DEBRIS CREATED BY THIS WORK FROM THE SITE AND DISPOSE OF IN A LEGAL N.T.S. ENGINEER'S CERTIFICATION OF THESE PLANS. N.T.S.MANNER ON A WEEKLY BASIS OR SOONER IF CONDITIONS V 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 ANYFACILITY IS TO BE LEFT BROOM CLEAN AND WORK IS TO BE SHEET NUMBER OTHER PROJECTS OR EXTENSIONS TO THIS PROJECTCOMPLETED TO THE TOTAL SATISFACTION OF THE OWNER AERIAL VIEW 9. CONTRACTOR SHALL PROTECT, PATCH AND REPAIR ALL PRIOR TO RELEASE OF FINAL PAYMENT. ' PV-1 EXISTING WORK ADJACENT TO HIS WORK, OR DAMAGED AS ' RESULT OF HIS WORK. CONSTRUCTION NOTES DESIGN&DRAFTING BY. CONSTRUCTION SUMMARY JAMIE MINNICK 1.) ALL EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE WITH THE NABCEP CERTIFIED MANUFACTURER'S INSTALLATION INSTRUCTIONS. 051112-12 9 (14)SMALGSB4000TL-US 1C B3 PV MODULES, 3.92 kW DC STC 2.) ALL OUTDOOR EQUIPMENT SHALL BE RAINTIGHT WITH MINIMUM NEMA 3R RATING. (1)2 ATTACHMENT 22 INVERTER 3.) ALL LOCATIONS ARE APPROXIMATE AND REQUIRE FIELD VERIFICATION. REVISIONS (24) POINTS @ 64" OC MAX. (112) Lf IRONRIDGE XRS1000 MOUNTING SYSTEM DESCRIPTION DATE REV Roof Type = ASPHALT SHINGLE Roof/Array #1 - Pitch: 39°, Azimuth: 142° �J ORfGINAL 05-27-2015 19 Roof Structure = 2X4%4" Dimensional Douglas Fir Rafters r�� _ EW Yo '(TTi: Ign R4- 41(li/in;C.-`^�A',i_, 1 CONTRACTOR le 4`O O609351 ��G V' AROFESStoN� SOLAR UNIVERSE 7470 SOUND AVE MATTITUCK, NY 11952 LEGEND LICENSE # 43889 H O\EXISTING UTILITY METER A MAIN SERVICE PANEL r PROJECT NAME O NEW PV SUB-PANELS � � A!C DISCONNECT ' COMBINER . INVERTERS N e GND ELECTRODE PV MODULE 0 W y/4� ' RACKING RAIL Z D r- O ATTACHMENT POINT W z --RAFTERS �a \ Z F V ROOF PITCH ANGLE J /< ElSUNRUN METER VE OC >- U O PLUMBING VENT �y1 co\ CC p ®SKY LIGHT W r— ID CHIMNEY } 'O COMPOSRE SHINGLES I{ / t .I� GOOD CONDRION `_ - (POTENTIAL SHADING ISSUES Iv 5Q TRIM/REMOVE AS NECESSARY /`//-' Oe G „,00 _ , %O -- - r 14'-11 ., ., . . ?7O° 0 09Oo SHEET NAME %.749.'2o° F - SITE PLAN s - - ` DRAWING SCALE i33'-7" / N.T.S. SHEET NUMBER PV-2 D R IVEWAY „ _ DESIGN&DRAFTING BY: CONSTRUCTION SUMMARY JAMIE MINNICK O O NABCEP CERTIFIED (14) LG 280S1C-B3 PV MODULES, 3.92 kW DC STC 0 5111 2-12 9 (1) SMA SB4000TL-US 22 INVERTER (24)' ATTACHMENT POINTS © 64” OC MAX. REVISIONS (112) Lf IRONRIDGE XRS1000 MOUNTING SYSTEM DESCRIPTION DATE REV Roof Type = ASPHALT SHINGLE ORIGINAL Os-2r-2015 Roof/Array #1 - Pitch: 39°, Azimuth: 142° Roof Structure = 2X43/4" Dimensional Douglas Fir Rafters OF NEW YO co J\G\G,SC►gNO �'1-' , 1 CONTRACTOR /fit,,,,,,,,Jr: \,./1,1.:„,. ' 1 Pylkfili it- LEGEND I -% , 060930,0,4, ..,_e SOLAR UNIVERSE I 1 EXISTING UTILITY METER OFESSION 7470 SOUND AVE O MAIN SERVICE PANEL MATTITUCK, NY 11952 O,NEW PV SUB-PANELS A/C DISCONNECT LICENSE # 43889 H COMBINER INVERTERS 0 GND ELECTRODE PROJECT NAME r PV MODULE RACKING RAIL NOTE: ARRAY #1 W c•I O ATTACHMENT POINT 16Ln " SPACING BETWEEN PV MODULES TYP. 16 MODULES U W Q1 - � DIMENSIONS ARE FROM EDGE OF PV MODULES 39° PITCH z -W — f-ROOF PITCH ANGLE SUNRUN METER TO EDGE OF ROOF SHINGLES TYP. ,, 1 W >- ®VENT O %// ///j///j//j////%//1 j 8" FIRE SETBACK" @RIDGE.j�////�//�j LLI PLUMBING VENT ®SKY LIGHT3 I I I I I I I I I I I I I I I I I I I CC I1'CHIMNEY 1'-114" I I I I I I I I I I 1 I 1 I I N /yQ� ®COMPOSITE SHINGLES 1..1. m GOOD CONDITION ` I I II" I I t1 I W POTENTIAL SHADING ISSUES D I • { • ID TRIM/REMOVE AS NECESSARY 1 I 1 i I I I I O 0 r N i i I I i -- I 1 �. • 4 10'-112„ o. ' 7oo 0 In (9O°� �����II :' J _ - I al I 1 I I SHEET NAME 90o1eooOo I = I I 19 0 - . ----*, ii(— , ; 1 ,,i _ I i ROOF DETAIL ii 1'-11 3.. I I I l l l l l l l i l l l l l , 4 I 1 I I I I I I I I I I I I ! I I 1 „I I I I I DRAINING SCALE 3'-7-4, 23' 04" / G'-11" Ji - N.T.S. CONSTRUCTION NOTES 1:) ALL EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE WITH THE SHEET NUMBER MANUFACTURER'S INSTALLATION INSTRUCTIONS. 2.) ALL OUTDOOR EQUIPMENT SHALL BE RAINTIGHT WITH MINIMUM NEMA 3R RATING. PV-3 3.) ALL LOCATIONS ARE APPROXIMATE AND REQUIRE FIELD VERIFICATION. LOAD CALGULATIONS ARRAY #1 DESIGN&DRAFTING BY: JAMIE MINNICK Module Weight 36.96 Lbs OF NEM/ y JAMIE CERTIFIED # of Modules 14 �P' C/ O'Q.S 051112-129 Total Module Weight 517.4 Lbs J�G� aNO� (E) ASSY #1 2x4 3/4" DIMENSIONAL - • Total Length of Rail 112 Ft id, DOUG FIR RAFTERS © 16" 0.C.- DESCRIPTION REVISIONS REV Rail Weight per Foot 0.9 Lbs fir ( '? 1, iTotal Rail Weight 100.80 Lbs /# of Standoffs 24 / YtJ: s. :. `ill'l ORIGINAL 05-27-2015 Weight per standoff 2 Lbs .1..�, =-l:r ((/(Y / C1 � �# - Totaf Standoff Weight 48 Lbs (R 2 Total Array Weight 666 Lbs 2tS 080935-� 0 Point Load 28 Lbs 4 Total Array Area 252.6 Sq Ft ROFESSION14' �� Array Dead Load 2.6Lbs/Sq Ft As per ASCE 7 - Method 1: I7 (fig 6-2) # I (table 6-1) 1 39° P net =0 Kzt I Pnet30 (eq 6-2) Kzt (sec 6.5.7) 1 Pnet30 (table 6-3) # -. ARRAY #1 39 CLIMACTIC AND Ground Wind Speed Live load, Point' Max fastener ��� CONTRACTOR GEOGRAPHIC DESIGN Category Snow Load 3 sec gust pnet30 per pullout load Fastener Type spacing along CRITERIA Pg mph ASCE7, psf lb. rails, in. �/ A # 20 120 # 468 5/16" x 6" Stainless Steel -ti / B # TYP. TYP. # TYP. Lag Bolts / Roof Section # 72 ' / # �/' � SOLAR UNIVERSE / # (E) ASSY #1 2x6 JOIST DOUG FIR @ 16" O.C. 7470 SOUND AVE MATTITUCK, NY 11952 ---- LICENSE # 43889 H TABLE RR301.2(1) _ - CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA (E) EXTERIOR WALL PROJECT NAME I I I I -- -- -- WIND SUBJECT TO DAMAGE FROM - __ GROUND' SPEEDd - W 11'>I SNOW 3 SEC SEISMIC _ LINE ICE SHIELD U W Cr) LOAD_ GUST_ DESIGN_ DEPTHb TERMITE` UNDERLAYMENT _FLOOD Z D .-- -- ROOF FRAMING DETAIL W Z ' - (PSF) (MPH) CATEGORYe WEATHERINGa (FT-IN) - REQUIRED9 HAZARD' 1 W 20 110 C SEVERE 3'-0" MODERATE YES NO SCALE: 1/2" = 1'-O" 0 > Z TO HEAVY Q For SI:1 pound per square foot=0.0479 kN/m2,1 mile per hour=1.609 km/h W CC › a. Weathering may require a higher strength concrete or grade of masonry than necessary to satisfy the structural U requirements of this code.The weathering column shall be filled in with the weathering index (i.e.,"negligible;' Q CO "moderate"or"severe")for concrete as determined from the Weathering Probability Map[Figure R301.2(3)].The 'MODULE MOUNTING CUP W 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. SOLAR MODULE �:� O Ln 1-- b. The frost line depth may require deeper footings than indicated in Figure R403.1(1).The jurisdiction shall fill in the `v STAINLESS STEEL 3/8" k. Q frost line depth column with the minimum depth of footing below finish grade. BOLT,AND Nur A. c. The jurisdiction shall fill in this part of the table to indicate the need for protection depending on whether there has �; filillp,H .' been history of local subterranean termite damage. UNIRAC ALUMINUM RAIL ALUMINUM FLASHING , ALUMINUM"L" BRACKET �� ^^' "^ d.," The jurisdiction shall fill in this part of the table with the wind speed from the basic wind speed map[Figure \ �� ��, R301.2(4)].Wind exposure category shall be determined on a site-specific basis in accordance with Section ALUMINUM PV SHEET NAME P 9 rY P _�� � � oulcKMouNr R301.2.1.4 �� �� ' STRUCTURAL e. The jurisdiction shall fill in thispart of the table with the Seismic Design Category determined from Section g 2 X 4 34"RAFTER R301.22.1 ASPHALT SHINGLE ROOF 5/16"x 6"STAINLESS ,.. f. The jurisdiction shall fill in this part of the table with(a)the date of the jurisdiction's 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 DRAWING SCALE PENETRATION SEALED date(s)of the currently effective FIRM and FBFM,or other flood hazard map adopted by the community,as may be WITH GEOCEL 4500 amended. AS NOTED g. In accordance with Sections R905.2.7.1,R905.4.3.1,R905.5.3.1,R905.6.3.1,R905.7.3.1 and R905.8.3.1,where - • there has been a history of local damage from the effects of ice damming,the jurisdiction shall fill in this part of the table with"YES"Otherwise,the jurisdiction shall fill in this part of the table with"NO." SHEET NUMBER i. The ground snow loads to be used in determining the design snow loads for roofs are given in Figure R301.2(5)for PV-4 sites at elevations up to 1000 feet.Sites at elevations above 1000 feet shall have their ground snow load increased MOUNTING DETAIL 2 from the mapped value by 2 psf for every 100 feet above 1000 feet SCALE: 1 1/2" = 1'-0" . .. . ,• . LUIGI CLAUDIO SCIANDRA, P.E. 5 Wesleyan Court• Smithtown, NY 11787-$011 • (631)543-2953 • fax(631)543-1526 E-mail: Ics4d@aol.com Monday, June 01, 2015 Eastern Energy Systems 7470 Sound Avenue Mattituck, New York 11952 Tel. 631-779-4004 Attn.: Mr. Mike Lawton Engineer/Project Manager Re: Fourteen (14) 280 W P. V. Roof Top Solar Panel Array, 3.92 kW Total Output, for Moyer Residence—650 Bay Avenue 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 VisitNerification 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"x2 4%" Dimensional Douglas Fir rafters at 16" on center, with 39° roof pitch, 2"x6" ceiling joists at 16" on center. Our review of the photos of the exterior roof indicates no signs of settlement or misalignment caused by overstressed underlying structural members. Structural Analysis: The structural analysis has been carried out using the following design criteria: Design wind speed (3 sec. gust): 120 mph Ground snow load: 20 lbs/sq. ft. Solar Array 1 Dead Load: 2.6 lbs/sq. ft. Total Weight of Array 1: 666.0 lbs 1 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 show 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 array. This evaluation is in conformance with the 2010 Residential Code of New York State, the 2001 Wood Frame construction Manual, SEI/ASCE 7 "Minimum Design Loads for Buildings and Other Structures", current industry standards and practice and based.on documentation and data supplied by E2Sys at the time of this report. Should you have any questions regarding the above or if you require additional information, do not hesitate to contact me. Sincerely, . / , / ,. igi Claudio Scian• a, P. E.' („<--:F NEW, 1,O C-SCM 41- * itiUt * \\......... , 060935-1 ���� Aii.OpEssioNo 2