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®�Osu�`F�t'�cdG Town of Southold 9/25/2016 0 P.O.Box 1179 53095 Main Rd oy�o� ap�r Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 38532 Date: 9/23/2016 THIS CERTIFIES that the building SOLAR PANEL Location of Property: 555 Lupen Dr., Cutchogue SCTM#: 473889 Sec/Block/Lot: 97.-9-18 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 4/7/2016 pursuant to which Building Permit No. 40606 _ dated 4/11/2016 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 Dickerson,Robert&Peggy of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 40806 5/25/2016 PLUMBERS CERTIFICATION DATED Authorized Signature o�SaFFnl��oTOWN OF SOUTHOLD BUILDING DEPARTMENT co TOWN CLERK'S OFFICE oy • 4� 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#: 40606 Date: 4/11/2016 Permission is hereby granted to: Dickerson, Robert 555 Lupen Dr Cutchogue, NY 11935 To: install roof mounted solar panels as applied for. At premises located at: 555 Lupen Dr., Cutchogue SCTM # 473889 Sec/Block/Lot# 97.-9-18 Pursuant to application dated 4/6/2016 and approved by the Building Inspector. To expire on 10/11/2017. Fees: SOLAR.PANELS $50.00 CO -ALTERATION TO G $50.00 ELECT 00.00 otal: $ 00.00 Buil g 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 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. i B. For existing buildings(prior to April 9, 195 7)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$15.00 Date. New Construction: Old or Pre-existing Building: 1� (check one) Location of Property: -5S6- LutPeen b e- Cc r o t u(L b y House No. Street Hamlet Owner or Owners of Property: pt 1) KCl/1U)n Suffolk County Tax Map No 1000, Section Block Lot 1 Subdivision Filed Map. Lot: Permit No. O Date of Permit., Applicant: Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted:$ �V �l) A" D, Applicant Signature *pF SOUjy®lo Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 G Southold,NY 119711-0959 • �Q roger.riche rt('D-town.southold.ny.us �` ®lyc®U ,� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Dickerson Address: 555 Lupen Drive City: Cutchogue St: New York Zip: 11935 Building Permit#: 40606 Section: 97 Block. 9 Lot: 18 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 Heat Duplec Recpt Ceiling 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 Fixtures Time Clocks Disconnect Switches Twist Lock Exit Fixtures TVSS Other Equipment: 5.13 KW Roof Mounted Photovoltaic System to Include; 18- 285 SCI Panels, 18-M250 Enphase Micro Inverters. Notes: Inspector Signature: Date: May 25, 2016 z Electrical 81 Compliance Form(2).xls rsf s 0 tfv TOWN -OF'SOUTHOLD-BUILDING DEPT. 765-1802 INSPECTION ] FOUNDATION IST ROUGH PLUMBING FOUNDATION 2ND INSULATION FRAMING I STRAPPING FINAL FIREPLACE & CHIMNEY FIRE,SAFETY INSPECTION FIRE RESISTMT CONSTRUCTION FIRE RESISTMT PENETRATION ELECTRICAL (ROUGH) ELECTRICAL (FINAL) CODE VIOLATION CAULKING REMARKS: P�/ DATE - - INSPECTOR LUIGI CLAUDIO SCIANDRA, P.,E. 5 Wesleyan Court•Smithtown, NY 11787-3011 (631)543-2953-fax(631)543-1526 Cell.631-747-7495 E-mail.lcs4d2aol.com Sunday, May 15, 2016: Town of Southold Building Department Town Hall,Annex Building 54375 Route 25 P. O. Box 1179 Southold, New Mork 11971 Re:Certification Letter-Eighteen 0 81285 W'P.V:,Roof Top; Solar Panel Array, 5.13 kW-Total,Output,for° Dickerson Residence-555 Lupen'Drive Cutchogue, New York 11935 I have reviewed the solar energy system installation)in the subject topic on-05/07/2016.The, units have been installed in accordance with the manufacturers installation instructions ancl' the construction.drawings approved by the Building,Department of the Town.of Southold. The.solar panel`iristallation 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. T6'my,best belief and"knowledge, the work in this document is accurate, conforrhs 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, S� EVE � D 0-: �0 SEP 2 6 201 _ �'J,�l��`���c���- A BUIY.DIlNO ®LD - .w- �� TOWN®F 9 A�flFESSiC?��� Luigi Claudio Sciandra, Professional Engineer. FIELD 1NSPDCTION MPOR.T DAA COB S FOUNDATION(IST) ..y... r ...�1. •Y�Y p s M Y Y.Y Y��Y , FOUNDr�TIQN(2NTS) � ROUGH FR. N-tNCF& P'LUMBIN'G -- INSULATION PEA N.Y. STATE ENERGY OQDE FJNAL y/2 S-ZS-( 0 AA,.0 ' o t TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying9 TOWN HALL_ Board of Health SOUTHOLD,NY 11971 4 sets of Building Plato TEL: 631 765-1802 Planning Board approval FAX:(631)765-9502 ® Survey SoutholdTown.NorthFork.net ERMIT NO. A Check Septic Form N.Y Tru AFF 7_. , 2016 S D E.C. ��1� @® Trustees Flood Permit Examined 20 T / Storm-Water Assessment Form r yU"ING D�i Contact: i2as �1Dr°�q�Y C �� -S� Approved ` 20 I TOWN Og SOUMOLD Map to t't`1 0 (Jr n I(�d ✓ tai✓,_ Disapproved a/c I ((�T�L_�A S,�— Phone Expiration 20 ✓ ec` APPLICATION FOR BU LDING PERMIT Date .20 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 before issuance of Building Permit a, " 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 iniwhole 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 authonzed 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 fol an addition six months.Thereafter,a new permit slialli 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,housin ode,and regulations,and to admit authorized inspectors on premises and in building for necessary inspections. (Signature of applicant or name,if as corporation) P1 Ck A - IL ° �coiaitfralcto dfectrc addres�applicant)State whether applicant is owner,lessee,agent;architect,engineer,general eiian,plumber or wilder w Name of owner of premises1 (As on the tax-roll or latest deed) If applicant is a corporation,signature of duly authorized officer (Name and title of corporate office(r1) Builders License No. 'I 3, E Plumbers License No. Electricians License No. Other Trade's License No. 1'. Location of land on Which proposed work willbe done: House Number Streel Hamlet County Tax Map No. 1000 Section 1 -1 Block Lot Subdivision Filed Map No. Lot Y _ryF 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 Wort: (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 mired 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 q 9. Size of lot:Front Ream '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 a J�:u�6�dress5�5nskCAeo"� 3Name of Architect i Ll Address`Jh'd 3 I' 3'oZ,t 3 Name of Contractor L, G i - Address S one No., C31 r-–f l�C�OIC 7� h�,15 aAs this property within 100 feet of a tidal wetland or a freshwater wetland?* ES 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. i 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 OF5t.t Z < 0 1an being duly swom,deposes and says that(s)he is the applicant c ® (Name of individual signing contract)above named, 3 Z (S)He is the L' t/' (D . qX > (Contractor,Agent,Corporate Officer,etc.) 0 a o n X — of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application, c > > > that all statements contained in this application are true to the best of his knowledge and belief:and that the work will be H 0 > performed in the manner set forth in the application filed therewith. R Z k Sworn to before me this�/ 1 0 A inC /��/J _day of —�'7 Ct��✓ 20 o 6 Notary Public Signature of Applicant Scott A. Russell SUPERVIS®RIMIA\N A\G]EAM[IE NN F SOUTHOLD TOWN HALL-P.O.Box 1179 53095 Main Road-SOU MOLD,NEW YORK 11971 Town of Southold Prot �'a y� CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT ) I i - DOES THIS PrR'OJECT T,NI V01 YE AIN7' OF THE FOLLO">YINIG: Yes i`10 (CHECK ALL I HAI Ai PU) 11 YA. Clearing, grubbing, grading or Stripping of land which affects more jl than 5,000 Square feet of ground surface. ❑[9/B. Excavation or filling involving more than 200 cubic yards of material jl xvithln any parcel or anv contiguous area. slop which exceed 10 feet vertical rise to El 19/C Site preparation on sl j 100 feet of horizontal distance. ❑[3/6. Site preparation within 100 feet of wetlands, beach, bluff or coastal 'I eros-hazard area. }'1 E][D/L Site preparation within the one-hundred-year floodplain as depicted on FIRM Map of any «watercourse. t ❑ 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 K County Tax Map Number! Chapter 23(-, 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. t—r — — -= S.C:I.\�. IU00 Date f APPLICANT (Propett% Owwr De,ignPiore-Ional .Agent Conhactor.Other)' D-tact �I NAME +� Section 61ocl. 4. " X FOR BUILDING `r=P 1\R-FNIE`—F USE ONLY �I Contact Information. ?r4thsm�vr_+-e Revic\«cd By { - - - - - - - - - - - - - - - - - - � Date - 7-/ Property Addreas/ Location of Con�,tructton Work: — — — — — — — — — — — — — — - — — I Applored rot plocesstng Butldtn-Perit }} �� `""',atn �� Storm\Nater Managemcnt Control mPlan Not Required. — — — — — — — — — — — — — — — — — ��C-ln���1(- ►'t� 1I �3 ® Stolnl\,.ater\,Ianagement Conh•ol Plan Is Requu-ed !� (FortNaid to Engineering Depar tment for Re\tety) FORM 4 SNICP-TOS NI AY 2014 + I ,o��pF SO�jyo , Town Hall,Annex j # Telephone(631)765-1802 54375 Main Road N p�aaxx(631)765-9g5p P.O.Box 1179 G @ rOQer.rICllert IOWl1.SOUt)101� tly t1S Southold,NY 11971-0959 0! A �O I ��41dN1Y,�� I i BUIMING DEPARTMENT TOWN OF SOUTHOLD APPLICATION FORIELECTRICAL INSPECTION REQUESTED BY: Date: Company, Name: S S (/J1S Name: License No.: .5a cao, - M el - Address: lqa -soural Fly/ y Ai4-u f Phone No.: D Y JOBSITE INFORMATION: (*Indicates required information) i i *Name: op-016\J r I *Address: �; e D� e�'f7ifKU Q__ H L/ i *Cross Street: *Phone No.: Permit No.: Tax-Map District: 1000 Section: ! Block: Lot: I *BRIEF DESCRIPTION OF WORK(Please Print Clearly) (Please Circle All That Apply) *Is job read for inspection: y I YES/ NO. Rough In Final *Do•you need a7emp Certificate: YES/ NO i�Temp information(1f needed) `Service Size: 1 Phase 3Phase 100 150 200 300 350 . 400 Other *New Service:, Re-connect Underground ? Number-of Meters Chan a of Service Overhead ' Additional Information: PAYMENT DUE WITH APPLICATION �� �` y .00 i NCO f 8244equest for Inspection Form i I � i t CONSENT TO INSPECTION i PQ � 4 rson , the undersigned, do(es)hereby state: Owner(s)Names) That the undersigned (is) (are)the owne k(s) of the pre ises in the Town of Southold, located at C. which is shown and designated on the Suffolk County Tax Map as strict 1000, Section�2, Block , Lot That the undersigned(has)(have)filed, or cause to be filed, an application in the Southold Totvn Building Inspector's qffice for the following: S�t0a, ti 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: -I / � ( nature) 4m f-k int Name) (Signature) (Print Name) *pF SOU�y®l® Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 �e Southold,NY 11971-0959 ® yQ June 7, 2016 COUNTI BUILDING DEPARTMENT Eastern Energy Systems TOWN OF SOUTHOLD 7470 Sound Ave Mattituck NY 11952 Re: Dickerson, 555 Lupen Dr, Cutchogue TO WHOM IT MAY CONCERN: The Following Items(if Checked)Are Needed To Complete Your Certificate of Occupancy. NOTE: Need certification 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 4J1/84) 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 - 40606 — Solar Panels .f 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 ; ^^^^"^ 204209085 EASTERN ENERGY SYSTEMS INC 7470 SOUND AVENUE MATTITUCK NY 11952 POLICYHOLDER CERTIFICATE HOLDER t 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 DIRECTOR,INSURANCE FUND UNDERWRITING This certificate can be validated on our web site at https://www.nysif.com/certtcertval.asp or by calling(888)875-5790 VALIDATION NUMBER:750453194 U-26.3 STATE OF NEW YORK WORKER'S COMPENSATION BOARD CERTIFICATE OF INSURANCE COVERAGE UNDER THE NYS DISABILITY BENEFITS LAW PART1.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 1 1952 1d.Federal Employer Identification Number of Insured k1 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 3b.Policy Number of Entity listed in box"1a": TOWN OF SOUTHOLD DBL254520 r 54375 MAIN RD. 3c.Policy effective period: PO BOX 1179 06/07/2014 to 06/06/2016 SOUTHOLD, NY 11971 4.Policy covers: a. ❑✓ All of the employer's employees eligible under the New York Disability Benefits Law b. 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 Signed 6/3/2015 (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 IMPORTANTAf box"4a"is checked,and this form is signed by the insurance carrier's authorized representative or NYS Licensed InsuranceAgent 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) t, 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 valid for the earlier of one year after this form is approved by the insurance carrier or its licensed agent,or the policy expiration date listed in Box"3c". Please Note:Upon the cancellation of the disability benefits policy indicated on this form,if the business continues to be named on a permit,license or contract issued by a certificate holder,the business must provide that certificate holder with a new Certificate of NYS Disability Benefits Coverage or other authorized proof that the business is complying with the mandatory coverage requirements of the New York State Disability Benefits Law. DISABILITY BENEFITS LAW §220. Subd. 8 (a)The head of state or municipal department, board,commission or office authorized or required by law to issue any permit for or in connection with any work involving the employment of employees in employment as defined in this article,and notwithstanding any general or special statute requiring or authorizing the issue of such permits,shall not issue such permit unless proof duly subscribed by an insurance carrier is produced in a form satisfactory to the chair,that the payment of disability benefits for all employees has been secured as provided by this article. Nothing herein, however,shall be construed as creating any liability on the part of such state or municipal department, board,commission or office to pay any disability benefits to any such employee if so employed. (b)The head of state or municipal department,board,commission,or office authorized or required by law to enter into any contract for or in connection with any work involving the employment of employees in employment as defined in this article,and notwithstanding any general or special statute requiring or authorizing any such contract,shall not enter into any such contract unless proof duly subscribed by an insurance carrier is produced in a form satisfactory to the chair,that the payment of disability benefits for all employees has been secured as provided by this article. DB-120.1 (12-13)Reverse EASTE10 OP ID:SVr DATCERTIFICATE OF LIABILITY INSURANCE 707/17/2N015 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 Neefus-S e A NAME: A.Joseph Stepnoski �p Agency,y.Inc. PHONE FAX 711 Union Avenue Afc Ne Ext 631-722-3500 Alc No). 631-722-3591• P.O.Box 2340 E-MAI ADDRESS:jstepnoski@nsainsure.com ste noski nsainsure.com Aquebogue,NY 11931-2340 A.Joseph Stepnoski INSURER(S)AFFORDING COVERAGE NAIL# INSURER A:Excelsior Insurance Company 11045 . INSURED Eastern Energy Systems,Inc INSURER B: Keri Peterson 7470 Sound Ave INSURER C: Mattituck,NY 11952 INSURER D: INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS I�TRR TYPE OF INSURANCE ADD POLICYNUMBER MMIDDPOLICYMMDD EFF POLICY EXP LIMITS A X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000' CLAIMS-MADE 1-ki OCCUR CBP7066979 07/14/2015 07/14/2016 PREMISES Ea occurrence $ 1#,000 MED EXP(Any one person) $ �15,000 PERSONAL&ADV INJURY $ 1,000;00 GEN'L AGGREGATE LIMIT APPLIES PER GENERAL AGGREGATE ' $ 2,000,00 POLICY❑JECOT- LOC PRODUCTS-COMP/OP AGG $ 2,000,000 OTHER $ AUTOMOBILE LIABILITYO e INE deDISINGLE LIMIT $ ;"L ANY AUTO BODILY INJURY(Per person) $ ALLOWALLOWNED SCHEDULED AUTOS AUTOS BODILYJNJURY(Per accident) $ NON-OWNED PROPERTY DAMAGE HIREDAUTOS AUTOS Paraccld.nt $ UMBRELLA LIAR HOCCUR EACH OCCURRENCE $ EXCESS LIAB CLAIMS-MADE AGGREGATE $ DED I I RETENTION$ $ WORKERS COMPENSATION PER OTH- AND EMPLOYERS'LIABILITY YIN STATUTE ER ANY PROPRIETOR/PARTNER/EXECUTIVEE L EACH ACCIDENT $ OFFICER/MEMBER EXCLUDED? ❑ NIA ' (Mandatory in NH) EL DISEASE-EA EMPLOYE $ If yes,describe under DESCRIPTION OF OPERATIONS below E L DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached if more space is required) ' I:o,yir:�pd CERTIFICATE HOLDER CANCELLATION % SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE., THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED''IN ACCORDANCE WITH THEPOLICY PROVISIONS. Town of Southold 54375 Main Rd , PO Box 1179 AUTHORIZED REPRESENTATIVE Southold,NY 11971 0- ©1988-2014 ACORD CORPORATION. All rights reserved. ACORD 25(2014101) The ACORD name and logo are registered marks of ACORD ;a i. �E t' LUIGI CLAUDIO SCIANDRA, P.E. 5 Wesleyan Court.Smithtown, NY 11787-3011 • (631)543-2953•fax(631)543-1526 E-mail:Ics4d@aol.com Wednesday, March 16, 2016 Eastern Energy Systems 7470 Sound Avenue Mattituck, New York 11952 Tel. 631-779-4004 Attn.: Mr. Mike Lawton Engineer/Project Manager Re: Eighteen (18) 285 W P.V. Roof Top Solar Panel Array, 5.13 kW Total Output,for Dickerson Residence—555 Lupen Drive CutchoQue, New York 11935 Dear Mr. Lawton: Pursuant to your request, I have reviewed the following information regarding the subject roof top solar panel array: • Cover Sheet with Site Visit/Verification prepared by E2Sys representative identifying specific site information including size and spacing of rafters for the existing roof. • Design drawings of the proposed system to include site plan, roof plan, mounting details for the solar panels. This information was prepared by E2Sys and will be utilized for approval by the Town of Southold and for construction of the proposed system. Based on the above documentation, I have evaluated the structural capacity of the existing system to support the additional loads imposed by the solar panel arrays and offer the following comments: The existing roof type is provided with asphalt shingles, 1/2" plywood decking,2"x6"Douglas Fir rafters at 16"on center,2"x6" Douglas Fir ceiling joists at 16"on center,with 360 roof pitch. 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 dead load: 2.6 lbs/sq. ft. Total Weight of Array: 839.3 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 arrays. This evaluation is in conformance with the 2010 Residential Code of New York State,the 2001 Wood Frame construction Manual, SEI ASCE 7 "Minimum Design Loads for Buildings and Other Structures", current industry standards and practice and based on documentation and data supplied by E2Sys at the time of this report. Should you have any questions regarding the above or if you require additional information,do not hesitate to contact me. Sincerely, uigi Claudio Sci ndra, P. E. of NEW yo 5 scrgNo��r v � 5 lx p�oFESSO' 2 OR a ~ , A r1i USE IS NLA �FUL U mR 14 T? ®� g� _ L,f � yll" SCOPE OF WORK F U P ,f m a @ � DESIGN&DRAFTING BY: :� \f _y JAMIE MINNICK CERTIFI MOTIF BUILL'DING P;�RTI�4ENT AT I NABCEP CERTIFIED ��// 051112-129 TO INSTALL A 5.13 KW SOLAR PHOTOVOLTAIC (PV)SYSTEM AT THE DICKERSON RESIDENCE, LOCATED AT 555 LUPEN DRIVE, CUTCHOGUE,NY 11935. 765-1802 8 AVi T�') 4 PILI FOR THE ,� ��� THE POWER GENERATED BY THE PV SYSTEM WILL BE INTERCONNECTED FO I-av!]I G INSPECTIONS: a REVISIONS WITH THE UTILITY GRID THROUGH THE EXISTING ELECTRICAL SERVICE EQUIPMENT. DEsCRIPTION DATE REV THE PV SYSTEM DOES NOT INCLUDE STORAGE BATTERIES. -I. FOUNDATION - TWO REQUIRED '� ,� s' ORIGINAL 0344-2016 SYSTEM RATING FOR POURED CONCRETE � � 2. ROUGH - FRAM NG & PLUMBING 5.13 kW DC STC R ,a 3. INSULATION 3.762 kW DC PTC `. d RE-(Q ` .� � t �''`' �. FINAL - CONSTRUCTION BUST � BE COMPLETE FOR CO. • y EQUIPMENT SUMMARY ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF CODES OF NEW •,, 18 LG 285SIC-134 PV MODULES ORK FI ,Y T RESPONSIBLE FOR ', CONTRACTOR 18 ENPHASE MICRO INVERTER M250-60-2LL-S22-IG pFF E `G ,s o I U TION ERRORS. I IRONRIDGE XR7000 MOUNTING SYSTEM , ^ SHEET INDEX �S�O�' xwPV- SVP �pOE° � _�`� �t r PV-1 SITE PLAN VER ? SNE�p�� sF 080935 � _ SOLAR UNIVERSE PV-3 ROOF PV LAYOUT OS opRoFEssloNH' t 7470 SOUND AVE PV-4 STRUCTURAL/ DETAILS&SECTIONS MATTITUCK, NY 11952 GOVERNING CODES C0h,'eV°, TF1 AL �0D;E:S OF PROJECT LOCATION LICENSE # 43889 H & TOWN CODES PROJECT NAME 2011 NATIONAL ELECTRICAL CODE 9 ' ;f' 2010 RESIDENTIAL BUILDING CODE OF NEW YORK STATE AS REQUIRED d 1l:..; (W uj Ln UNDERWRITERS LABORATORIES (UL)STANDARDS _ 0 M OSHA 29 CFR 1910.269 _®S , !G 1%'N ZBA z w cn GENERAL NOTES S Lu" RG �///� W Z 1 CONTRACTOR SHALL CHECK AND VERIFY ALL CONDITIONS —� f t t .. ` m ' ; m 1; ''L R AT THE SITE PRIOR TO STARTING TO WORK AND SHALL FAMILIARIZE HIMSELF WITH THE INTENT OF THESE PLANSLiJ AND MAKE WORK AGREE THE SAME. ' * ,fir � f F N � 2, CONTRACTOR OR OWNER SHALL OBTAIN ALL REQUIRED APPROVALS, PERMITS, CERTIFICATES OF OCCUPANCY, NSURANCE f.E. #W' "5'4 All ® � 10. CONTRACTOR TO EFFECT AND MAINTAIN I Vic, r ° {'* " ,'a, � �' , atli,',` ��9'�r Y Y, t INSPECTION APPROVALS, ETC., FOR WORK PERFORMED CONTRACTOR'S LIABILITY, WORKMAN'S COMPENSATION, FROM AGENCIES HAVING JURISDICTION THEREOF, IF COMPLETED OPERATION, ETC. ADEQUATE FOR THE REQUIRED. PURPOSES OF THIS PROJECT AND FURNISH PROOF OF a '` '� "',:b _r' ' ' '`" k° 3. ALL WORK SHALL CONFORM TO CONSTRUCTION CODE '" �. `'°° ` ° L SAME PRIOR TO COMMENCING WITH WORK. ,3�",. �. ' '•=s�'".` ' �.�"-.�z a,-_- fin.,~. �` � � � AND ALL RULES AND REGULATIONS OF THE RESPONSIBLE Y _ µ=�,,, �y" a r'{ - c � .a (� 11. EACH SUBCONTRACTOR SHALL BE RESPONSIBLE FOR 'ma,." �' {t ,.': y y. 6' �, rt, ` JURISDICTION. MAINTAINING SAFETY ON THE JOB SITE DURING THE 4. IF IN THE COURSE OF CONSTRUCTION A CONDITION CONSTRUCTION PHASE TO COMPLY WITH THE REGULATIONS EXISTS WHICH DISAGREES WITH THAT AS INDICATED ONAND REQUIREMENTS OF THE OCCUPATIONAL SAFETY AND * THESE PLANS, THE CONTRACTOR SHALL STOP WORK AND 4 NOTIFY THE ENGINEER. SHOULD HE FAIL TO FOLLOW THIS HEALTH ADMINISTRATION. THIS SHALL INCLUDE, BUT ARE NOT LIMITED TO: PROVIDING FOR ADEQUATE AND PROPER ,;, ,��s ' �°:•�''' - ,N <;�+� �r � SHEET NAME PROCEDURE AND CONTINUE WITH THE WORK, HE SHALL BRACING, SAFETY RAILINGS AND SECURE FOOTINGS FOR ASSUME ALL RESPONSIBILITY AND LIABILITY THEREFROM ° ALL TEMPORARY SCAFFOLDING, STAIRS, ETC..AS WELL AS 5. ALL STRUCTURAL STEEL SHALL BE A-36 AND SHALL BE PERMANENT CONSTRUCTION. "Y t kr, r r'` Y xnw FABRICATED AND INSTALLED AS PER LATEST A.I.S.0 "kz 4 ,,;x; rl� " " ®��� SPECIFICATIONS. 12. FIGURED DIMENSIONS SHALL GOVERN, DO NOT SCALE DRAWINGS, WHERE DIMENSIONS ARE ESTABLISHED BY 6. ALL ELECTRICAL WORK SHALL BE BOARD OF FIRE EXISTING CONDITIONS, EACH CONTRACTOR SHALL VERIFY UNDERWRITERS APPROVED AND IN ACCORDANCE WITH EXISTING CONDITIONS PRIOR TO ORDERING MATERIALS AND N.E.C. & NYS CODES & REGULATIONS DRAWING SCALE s �� xtk COMMENCING WITH WORK. ' d _;°�:_ °r �+ 7. ANY DEVIATION FROM THESE PLANS WITHOUT THE 13. CONTRACTOR TO REMOVE ALL DEBRIS CREATED BY THIS WRITTEN CONSENT OF THE ENGINEER WILL NEGATE THE ENGINEER'S CERTIFICATION OF THESE PLANS. WORK FROM THE SITE AND DISPOSE OF IN A LEGAL _ �a�o�o MANNER ON A WEEKLY BASIS OR SOONER IF CONDITIONS ,�;t•-°'�-* ,��ks" '� '�;� '' �,� , ;ti��� ;�,*�� .,� _''r, �;�; 8. THESE DRAWINGS ., e ,.. ya=.' Fl $ ,' r .K AS INSTRUCMENTS OF SERVICE ARE WARRANT. �� " AND SHALL REMAIN THE PROPERTY OF THE ENGINEER 14, AT THE COMPLETION OF WORKhiss '� 4 <�' "°' .. dcn, , THE SITE TO BE P. - t _ _ �' z- x' `') � v � WHETHER THE PROJECT FOR WHICH THEY ARE MADE IS CLEARED OF ALL DEBRIS AND EXCESS MATERIALS. THEa1 "y ; ` SHEET NUMBER EXECUTED OR NOT, THEY ARE NOT TO BE USED ON ANY FACILITY IS TO BE LEFT BROOM CLEAN AND WORK IS TO BE OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT COMPLETED TO THE TOTAL SATISFACTION OF THE OWNER AERIAL VIEW �V®1 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. DESIGN&DRAFTING BY: JAMIE MINNICK NABCEP CERTIFIED 051112.129 REVIelONS DESCRIPTION DATE - REV Al ORIGINAL 03-14-2016 00 OF NEVy YO "2A0 ot�z: C.Sc • 240- 210' p'S 0 20 °�F 180-1800 s6O A X08351 �aG CONTRACTOR S RORESSION40 47 -10 P� SOLAR UNIVERSE LEGEND _ 74.70 SOUND AVE MATTITUCK, NY 11952 EXISTING UTILITY METER LICENSE # 4.3889 H MAIN SERVICE PANEL NEW PV SUB-PANELS A/C DISCONNECT COMBINER 6'-�11 FPROJECT."AME INVERTERS ® GND ELECTRODE L Ln I�PV MODULE - 8 -6RACKING RAILO ATTACHMENT POINT _ ---RAFTERS 1 /t t--ROOF PITCH ANGLE - 22'••1011 '�S SUNRUN METER Z ®VENT 10'-3 ' � W OPLUMBING VENT Z n ®SKY LIGHT 16 -6 ®CHIMNEY Ln ®COMPOSITE SHINGLES GOOD CONDITION w Ln EIPOTENTIAL SHADING ISSUES TRIM REMOVE AS NECESSARY Ln D i FpME LAN i DRAWING SCALE DRIVEWAY N.T.S. CONSTRUCTION NOTES 1.) ALL EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE WITH THE SHEET NUMBER MANUFACTURER'S INSTALLATION INSTRUCTIONS. pv—2 2.) ALL OUTDOOR EQUIPMENT SHALL BE RA INTIGHT WITH MINIMUM NEMA 3R RATING. 3.) ALL LOCATIONS ARE APPROXIMATE AND REQUIRE FIELD VERIFICATION. DESIGN&DRAFTING BYI JAMIE MINNICK 'V ARRAY y1'1 NABCEP CERTIFIED 051112-129 00 18 MODULES OF NEW yC 360 PITCH �C.SCINOTE: REVISIONS O DESCRIPTION DATE REV 27pp 1550 AZIMUTH , 1z, 3 16" SPACING BETWEEN PV MODULES TYP. ORIGINAL 02-08.2016 9po� S x 21p,V 120o ? DIMENSIONS ARE FROM EDGE OF PV MODULES 18po I600 y�Fo 060Bsa-1 �a°� TO EDGE OF ROOF SHINGLES TYP. S QROPESS10 1oj° --45'-10" 2 CONTRACTOR 44„ - SOLAR UNIVERSE O 7470 SOUND AVE MATTITUCK, NY 11952 11,_34.. — _ — LICENSE # 43889 H Lu PROJECT NAME _ Lu C� M Z L1J cn L1J > � ui p� z w + ! '�o � � D I LEGEND ® J I EXISTING UTILITY METER 1 MAIN SERVICE PANEL L!1 NEW PV SUB-PANELS LU LU Ln DISCONNECT Ln CO ' COMBINER INVERTERS t ® GND ELECTRODE PV MODULE RACKING RAIL O ATTACHMENT POINT SHEET NAME ' ---RAFTERS ' !-ROOF PITCH ANGLE ROOF DETAIL i I - I SUNRUN METER ®VENT 1 O PLUMBING VENT I 1 ®SKY LIGHT DRAWING SCALE CONSTRUCTION SUMMARY ®CHIMNEY COMPOSITE SHINGLES N.T.S. GOODIAN (18) LG 28081C-G4 PV MODULES POTENTIAL SHADING (18) ENPHASE MICRO INVERTERS M250-60-2LL-S22-IG TRIM/REMOVE ASNECESSARY (30) ATTACHMENT POINTS @ 64" OC MAX. CONSTRUCTION NOTES (124) LF IRONRIDGE XRS1000 MOUNTING SYSTEM 1.) ALL EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE WITH THE SHEET NUMBER ROOF TYPE = ASPHALT SHINGLE MANUFACTURER'S INSTALLATION INSTRUCTIONS. PV-3-3 ROOF/ARRAY #1- PITCH: 36% AZIMUTH: 155° 2.) ALL OUTDOOR EQUIPMENT SHALL BE RAINTIGHT WITH MINIMUM NEMA 3R RATING. V/ ROOF STRUCTURE -- 2X6 DOUGLAS FIR RAFTERS @16 O.C. 3.) ALL LOCATIONS ARE APPROXIMATE AND REQUIRE FIELD VERIFICATION. LOAD CALCULATIONS ARRAY #1 ITEM DESCRIPTION ARRAY #1 DESIGN&DRAFTING BY: R Rafter 2x6 D-FIR @16"O.C. JAMIE MINNICK ModuleWeight 37.48 Lbs NASCEP CERTIFIED # of Modules 1 ,I(D) Deckin 1/2" PLYWOOD 051112.129 Total Module Wel ht 674.6 Lbs �� of Ne1v yo (C) Collar Tie. N/A Total Length of Rail 120.8 Ft �P C,Sc 4'4- (J) Joist 2x6 D-FIR @16"O.C. REVISIONS _ `O J� (P) Pitch 36° Rail Weight Per Foot 0.9 Lbs v _ DESCRIPTION DATE REV Total Rail Weight 108.7 Lbs (RB) RidgeBeam/Board 2x12 D-FIR z (H) San Width 102" ORIGINAL oz oe-zole # of Standoffs 28 Weight per standoff 2 Lbs ry B Total Standoff Weight 56 Lbs �� Total Arra eight 839.3 Lbs °80930 �ctiG (R) Point Load 29.9 Lbs Ess1ot, Total Array Area 320.4 So Ft (D) Array Dead Load 2.6Lbs/Sq Ft As per ASCE 7 - Meth Ig - e - net =0 net30 a 6-2 t Sec .5. 1 ne a e - # 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 Ib. - rails, In. A # 20 120 # 468 5/16" x 6" Stainless Steel 64" B # TYP. TYP. # TYP. Lag Bolts Roof Section # SOLAR UNIVERSE # (P) 7470 SOUND AVE # MATTITUCK, NY 11952 �/��/ LICENSE # 43889 H TABLE RR301.2(1) I PROJECT NAME CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA` M Ln WIND SUBJECT TO DAMAGE FROM iCJ, ZWIM GROUNDI SPEEDd FROST LLQ SNOW 3 SEC SEISMIC LINE ICE SHIELD LOAD GUST DESIGN DEPTH TERMITE` UNDERLAYMENT FLOOD ROOF FRAMING DETAIL U (PSF) (MPH) CATEGORYO WEATHERINW (FT4N) REQUIREDB HAZARDr SCALE: 1/2" = 1'-0" UJ 201-10 C SEVERE 3'_-0" MODERATE YES NO Z- TO HEAVY UJ For SI;1 pound per square foot=0.0479 kN/m2,1 mile per hour=1.609 km/h Z a. Weathering may require a higher strength concrete or grade of masonry than necessary to satisfy the structural ® � requirements of this code.The weathering column shall be filled In with the weathering index (i.e.,"negligible," L "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. MODULE MOUNTING CLIP W Ln 0 he Ln b. The frost line depth may require deeper footings than Indicated In Figure R403.1(1).The jurisdiction shall fill in the SOLAR MODULE n frost line depth column with the minimum depth of footing below finish grade. STAINLESS STEEL 3/B" 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. d. The jurisdiction shall fill in this part of the table with the wind speed from the basic wind speed map[Figure ALUMINUM•L"BFwcKEr FSTRUCTURAL ME R301.2(4)].Wind exposure category shall be determined on a site-specific basis in accordance with Section ALUMINUM FLASHING R301.2.1.4. e. The jurisdiction shall fill In this part of the table with the Seismic Design Category determined from Section z x 6 RAFTER R301.2.2.1. ASPHALT SHINGLE ROOF STEEL 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 z MIN THREAD DRAWING SCALE PENNETET RATION SEALED Insurance Program(date of adoption of the first code or ordinance for management of flood hazard areas),(b)the w1TH GEOCEL 4500 date(s)of the currently effective FIRM and FBFM,or other flood hazard map adopted by the community,as may be AS 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 SHEET NUMBER table with"YES."Otherwise,the jurisdiction shall fill In this part of the table with"NO." PV® 1. 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 sites at elevations up to 1000 feet.Sites at elevations above 1000 feet shall have their ground snow load increased2 SCALE: 1 1/2" = 1'-0" from the mapped value by 2 psf for every 100 feet above.1000 feet. LUIGI CLAUDIO SCIANDRA, P.E. 5 Wesleyan Court.Smithtown, NY 11787-3011 . (631)543-2953-fax(631)543-1526 E-mail:les4d@aol.com Wednesday, March 16, 2016 Eastern Energy Systems 7470 Sound Avenue Mattituck, New York 11952 Tel. 631-779-4004 Attn.: Mr. Mike Lawton Engineer/Project Manager Re: Eighteen (18) 285 W P. V. Roof Top Solar Panel Array, 5.13 kW Total Output, for Dickerson Residence—555 Lupen Drive Cutchogue, New York 11935 Dear Mr. Lawton: Pursuant to your request, I have reviewed the following information regarding the subject roof top solar panel array: • Cover Sheet with Site Visit/Verification prepared by E2Sys representative identifying specific site information including size and spacing of rafters for the existing roof. • Design drawings of the proposed system to include site plan, roof plan, mounting details for the solar panels.This information was prepared by E2Sys and will be utilized for approval by the Town of Southold and for construction of the proposed system. Based on the above documentation, I have evaluated the structural capacity of the existing system to support the additional loads imposed by the solar panel arrays and offer the following comments: The existing roof type is provided with asphalt shingles, '/"plywood decking,2"x6"Douglas Fir rafters at 16"on center,2"x6" Douglas Fir ceiling joists at 16"on center,with 360 roof pitch.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 dead load: 2.6 lbs/sq. ft. Total Weight of Array: 839.3 lbs 1 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 supportthe 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, uigi Claudio S andra, P. E. OF NEW y0 JAG`C,-SCIgNQgR'� V 9 06 935A AROFESS100 2 ,I v LG ® ® • Life's Good s �� � I�1■ll�Iliil® ,t x t ®n® °Plus LG Mono X°Plus Is LG Electronics'high-quality APPROVED PRODUCT (50 n�] monocrystalllne module The quality Is the result of our pVE us fi ii strong commitment to developing a module to Improve Mrd UUU,,,I� benefits for customers Features of Mono XO Plus Include Intertek xM 564573 ns EN 61215 durability,convenient Installation,and aesthetic exterior Photwoink Modules __ , Enhanced Performance Warranty R duced LID (Lil_lf Technology) LG Mono X°Plus provides the enhanced performance LG Mono X©Plus has improved the initial degradation warranty The initial degradation has been improved from by applying LG's new LiLY(LID-improvement for Lifetime -3%to-2%,and the annual degradation has also changed lip Yield)Technology,which controls formation of Boron- from-0 7%/yr to-0 6%/yr Oxygen pair,the key factor of LID Improved Product Warranty —ME I Aesthetic Roof In addition to the enhanced performance warranty,LG has LG Mono XO Plus may increase the house value with extended the product warranty of LG Mono X°Plus for its shiny black frames Also,it looks similar to all-black additional 2 years with its newly reinforced frame design LM module from a long distance due to thin wires Outstanding Durability / Light and Convenient With newly reinforced frame design,LG Mono X°Plus can M19i LG Mono X°Plus is carefully designed to benefit installers endure the static snow load up to 6000 Pa,and the static by allowing quick installation with a weight of just 17kg and wind load up to 5400 Pa better grips About LG Electronics LG Electronics is a global player who has been committed to expanding its capacity,based on solar energy business as its Future growth engine We embarked on a solar energy source research program in 1985,supported by LG Group's rich experience in semi-conductor,LCD,chemistry,and materials Industry We successfully released the first Mono X®series to the market in 2010,which were exported to 32 countries in the following 2 years,thereafter In 2013,NeON*"(previously known as Mono X�NeON)won"Intersolar Award,which proved LG is the leader of innovation in the industry LG M®n®. °Pius Mechanical Properties Electrical Properties(STC*) Cells 6 x 10 285 W Cell Vendor LG MPP Voltage(Vmpp) 323 Cell Type Monocrystalllne/P-type MPP Current(Impp) 888 Cell Dimensions 156 75 x 15675 mm/6x6 Inch Open Circuit Voltage(Voc) 390 0 of Busbar 3 Short Circuit Current(Isc) 943 Dimensions(L x W x H) 1640 x 1000 x 40 mm Module Efficiency(%) 174 64 57 x 39 37 x 1 57 Inch_ Operating Temperature(°C) -40-+90 Front Load 6000 Pa/125 psf Maximum System Voltage(V) 1000(IEC,UL) Rear Load 5400 Pa/113 psf Maximum Series Fuse Rating(A) 15 Weight 17 0±0 5 kg/37 48±1 1 lbs Power Tolerance(%) 0-+3 Connector Type MC4,MC4 Compatible,IP67 *STC(Standard Test Condition)Irradiance 1000 Wlm=,module temperature 25'C,AM 1 5 The nameplate power output is measured and determined by LG Electronic,at its sole and absolute discretion Junction Box IP67 with 3 bypass diodes *The typical change in module efficiency at 200 W/m'in relation to 1000 WW's-4 SK Length of Cables 2x 1000 mm/2x3937 Inch Glass High Transmission Tempered Glass Electrical Properties(NOCT*) Frame Anodized Aluminum i 285 W } .Certifications and Warranty Maximum Power(Pmpp) 209 Certifications(In Progress) IEC 61215,IEC 61730-1/-2,UL 1703, MPP Voltage(Vmpp) 295 ISO 9001,IEC 62716(Ammonia Test), MPP Current(Impp) 708 IEC 61701(Salt Mist Corrosion Test) Open Circuit Voltage(Voc) 361 Module Fire Performance Type 2(UAL 11,703) Short Circuit Current(Isc) 756 aq1 Product Warranty 12 years *NOCT(Nominal Operating Cell Temperature)Irradiance 800 W/m',ambient temperature 200C,wind speed 1 m/s Output warranty of Pmax Linear warranty*0 (measurement Tolerance±3%) Dimensions(mm/in) `1)1 st year 98%,2)After 2nd year 0 6%p annual degradation,3)83 6%for 25 years Temperature Coefficients NOCT 46±3°C = a `a Pmpp -042%/°C e 95( Un 6 Voc 0 30%/°C I I�JI Isc 0 03%/°C Characteristic Curves 10 9 1000 W u 8 Boo W 0 600 W H) -•h 4 400 W a n 'rel' • 2 200W '° p Wuige(V) 5 io is 20 25 30 35 40 140VI V! ua 120 it�il';,' _ _ • zt�v i 100 .............. . u -_--...Isc ....... Voc i. 'Pmax 60 m f � g ,6;hf'•f ' p Temperawre("t) *, 6 -40 -25 0 25 5o 75 90 *The distance between the center of the mounting/grounding holes �� North America Solar Business Team Product specifications are subject to change without notice � � LG Electronics USA Inc DS-N2-60-C-Ca-P-EN-50305 Life's Good 1000 Sylvan Ave,Englewood Cliffs,N107632 ' Copyright©2015 LG Electronics All rights reserved Innovation for a Better Life Contact IgsolarCTalgecom '01/02/2015 �i `"%(`% wwwlgsolarusacom r - �rt1r 1ktVY, .Y4u it L Enphasem Microinverters Enphase@M250 - - ----- it „', E t CA VE i I ;� 1 h .......... .......... lil The Enphasee M250 Microinverter delivers increased energy harvest and reduces design and installation complexity with its all-AC approach. With the M250, the DC circuit is isolated and insulated from ground, so no Ground Electrode Conductor (GEC) is required for the microinverter. This further simplifies installation, enhances safety, and saves on labor and materials costs. The Enphase M250 integrates seamlessly with the Engage® Cable, the Envoy® Communications Gateway”, and Enlighten®, Enphase's monitoring and analysis software. RRODUCT11VE S I M P L E RELIANCE -Optimized for higher-power - No GEC needed for microinverter -4th-generation product modules - No DC design or string calculation - More than 1 million hours of testing - Maximizes energy production required and millions of units shipped - Minimizes impact of shading, - Easy installation with Engage - Industry-leading warranty, up to 25 dust, and debris Cable years [e] enphase® E N E R G Y C us Enphase®M250 Microinverter//DATA, INPUT DATA(DC) M250-60-2LL-S22/S23/S24 Recommended input power.(STC)' 210'-310 W } Maximum Input DC voltage 48V 'Peak power.tracking:voltage �- - 27 V-39 V. Operating range 16 V-48 V Min/,Max start voltage_ _'`.__.._ 22 V/48'V�-- -----^-- -- -- —� — Max DC short circuit current 15 A OUTPUT DATA(AC) @208 VAC @240 VAC Peak output power _,250 W -..___- -_ -` - 250 W Rated(continuous)output power 240 W 240 W Nominal'output current ?i -~ 1.15,A(A rms at'nominal duration) -1.0 A(A rms at nominal duration Nominal voltage/range 208 V/183-229 V 240 V/211-264 V Nominal•frequency/range T _ 60.0/57=61 Hz 60.0/57-61 Hz _.________ _ - - Extended frequency range* 57-62.5 Hz 57-62.5 Hz Power factor � t� � � ' x0.95 >0.95 Maximum units per 20 A branch circuit 24(three phase) 16(single phase) Maximum output fault current'^ P 850 mArms for 6 cycles - Y 850'mA rms for 6 cycles EFFICIENCY CEC weighted efficiency 96.5% Peak inverter efficiency 96.5% Static'MPPT efficiency(weighted,reference EN50530) 99.4%" __j Night time power consumption 65 mW max MECHANICAL DATA ®ffi 9 Ambient temperature range, ,. - -40°C to•+65°C Operating temperature range(internal) -40°C to+85°C Dirnensions(V1xHxD) 171 mm x 173 mm x 30 mm(without mounting bracket) Weight � ,2.0 kg � - - Cooling _ T - Natural convection-No fans Enclosure environmental rating Outdoor-NEMA 6 - FEATURES Compatibility °Compatible with,60-cell PV modules ------ ---- - -_----- --- - --_ _ _------__lble --•----- -------- --- -------_ --___ Communication Power line Integrated,ground i The DC circuit'meets the requirements for ungrounded PV arrays in i NEC,690.35.Equipment ground is provided in the Engage Cable. No additional GEC or ground is required.Ground,fault protection(GFP)is- I integrated into,the microinverter. I Monitoring -' _ ~Yy--'- '-_-- -- Free lifetime monitoring via Enlighten software Compliance r- - -_w -- '- -V '- UL1.741/IEEE1547, FCC Part 15-Class B,CAN/CSA-C22.2 NO.0-M91, 0.4-04,and 107.1-01 *Frequency ranges can be extended beyond nominal if required by the utility To learn more about Enphase Microinverter technology, enphase® visit enphase.com E N E R G Y Oc 2014 Enphase Energy All rights reserved All trademarks or brands in this document are registered by their respective owner iRONRI®GE Roof Mount System "" - Xr` �- -- —� ------ ---- XR10 Rad XR100 Rad XR1000 Rad Internal Splices;_, .. - rc7-4i �•-._. A low-profile mounting rad The ultimate residential A heavyweight mounting All rads use internal splices _, ez•-, :-;,=- for regions with light snow solar mounting rad rail for commercial projects. for seamless connections. 6'spanning capability B.spanning capability 12'spanning capability Sell-tapping screws sa Moderate load capability Heavy load capability Extreme load capability Varying versions for rads ` Clear anodized finish Clear&black anod finish Clear anodized finish Grounding Straps offered , -- - - 1 fi, ,,,--•'- -, ,- �ti�- ---' sit;=CS7gt'.•rtS:= '---'---�---------------- -------- --- -- ' FlashFoot Slotted L-Feet Standoffs Tilt Legs 1 '! r' -fir- ' Anchor,flash,and mount Drop-in design for rapid rail Raise flush or tilled 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 flashing Attaches 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 0" Fixed and adjustable .-ii1:1 it 3' yEl�SS fit+JtficC�.Ji 1�3r.,)g, IronRidge builds the strongest roof mounting system in solar Every component has been tested to the O &mit — -and proven in extreme environments. End Clamps Ground-ng Mid Clamps e) T-Bolt Grounding Lugs": Accessories Our rigorous approach has led to unique structural features,such as curved rads and re nforced flashings,and g is also why our products are fully certified,code compliant and backed by a 20-year warranty Strength Tested _7 PE Certified ^� , xj i —b t�w ra ? fit`'ni4 J All components evaluated for superior :l -r., Pre-stamped engineering letters Slide in clamps and secure Attach and ground modules Ground system using the Provide a finished and _- _J structural performance t. available in most states, modules at ends of rails. in the middle of the rad rail's top slot organized look for rads 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 Class A Fire Rating I ,r_-== Design Software Optional Under Clamos Mill&black stemless Swivels in any direction UV-protected polymer Certified to maintain the lire resistance !�: Online tool generates a complete bill of L rating of the existing roof i r •l; sr irLtis ,-._ materials in minutes Design Assistant I y a NA©CEP Cei illicit Training i` ,21)I' Integrated Grounding { -�t 20 Year Warranty p Go from rough layout to fully a Sv Earn free continuing education credits, i UL 2703 system eliminates separate f t-,Z4 Twice the protection offered by engineered system.For free a a while learning more about'our systems. t module grounding components ; competitors. l GO to tiro�(dy<. a,te/rn} a 4 Go to tri ntiicl3c�aantltrY,tn,n;yA-� !____-.._..._.._....._,�_.__.___,..�._._._...._-ti.�,.—________-.:._.�.__..a.........._-.---....,.-_-.,.._...._._...,._- �-, ___ f_-- i;".=�:,'-'?;."�.'.'•e;�-�a+ `,2Ls.";p.'-;rsari.'_ ..r,,._,__ 1ra.'.�..�" —_ _.'-",-^---^>*-� a�.��;` = , ._:_...,__:_.__.� �._.__-__- -- -•--_--- .�.:_`= �c,a_`� nn,.�—,vim - t;� -r,..x. ;] AUTHORIZATION TO MARK Installation Overview F i) Install Roof Attachments Install appropriate roof flashing and/or standoff for roof type i This authorizes the application of Rio Certification tvlark(s)shown belay Io ilio models Uescnhed in the Product(s) •Attach L-Feet to flashing or standoff - Covered section when made in accordance•rrdh the conditions set forth in the Certification Agreement and Llshng Report This authorization also applies to mcdhple lister modals)identiriod on the correlation page of the Llshng Report Prepare Rail Connections This documonl,s the property of Intertok resting Services and is not transferable The certification mark(s)may be applied only at the location or the Party Authorized To Apply Mark •Insert Splice Into first fall,then secure with Grounding Strap and sell-drilling screw Applicant IronRidge,Inc. Manufacturer. IronRidge,Inc •Slide second rad over splice,then secure with opposite end of f I Address 1'105 Zephyr Ave Address 1435 Baechtel Road GroundingStrap and self-drilling screw ' 4 Hayward,CA 94544 Willits,CA 95190 P g Country. USA Country. USA contact Yann Schwarz Contact Jun Norsworthy Phone (800)227-9523 Mount&Ground Rails - (`10) Phone (8110}227-8523 225.0073 k_� FAX. (70T),159-1833 FAX (707)459-1633 •Attach rails to L-Feet and level rails t Emad yschwarz@aonndgecow Email. )norsworthy@Ironndgocoin Install one Grounding Lug per row of modules I Party Authorized To Apply Mark Same as 10,,nufact„ref Report Issuing Office Lake Fora4 CAV; •Connect Grounding Lug to grounding conductor 1 Control Number. 4007559 Authorized by for Thomas J Patterson,Certification Manager tZI.ClJ15SIFlCD Install Modules&Clamps �y Install first module using End Clamps and Grounding Mid Clamps { y xL ��Ir us T Install additional modules using Grounding Mid Clamps ; 1 Intertek Finish row with a second pair of End Clamps This document supersados all previous Authorizations to Mark for the noted Rcport Number.s.,V-••^i.nw6v.uu Wla.}�.nrm6 esn...'mocmivrvtrhs,/reit«ea.n N+nmlr.,Leap..,.t,.e n->,.I.,Ilw w,rau.M h+.�U,a•.r•,may.ch.:eaum.- ol� Testing&Certification k:uwuxr�u,d.,w aw..wa.x�..cre,v�A,w,e-w, .. ,. «„mx,r.,.owu.F-.�.,u rr�..,s.ono,«eu�-•�ruay..,v,r.,r.ar�..,o,.»,.e�,w I ,ay.,a, .her >., ro.•s,.„e,b.,,,1.>r aw. �,, rn la„ �swa,,,,,e,n,. ,2en��na�a• I-a-I Module Frame Compatibility { , ,Ma,�,c»,.uo..a.o,e.,,a.orv,-r•,w�.,i,:nrn,w,.eu,r,r.,•mo_,_ew„„oa,u,,,-,:« ! I I The IronRidge Integrated Grounding INartcl,Tusting S.-LO'NA im, System has been tested and certified to { f~ Dimension —__1_ Range 515 Cas;Algonquln Road,Arlington Heights IL 60005 UL 2703 by Intertek Group plc I g• i Trit phone B00-315-38,51 of 617-179-5667 Fax 312-283-1672 A A v 31 Omm-51 Omm UL Suntect 2703 Outline of levesugntion for Rack Mounting Systems and Clamping Devices for Flat-Plate UL 2703 Is a proposed UL standard 1 i _ B 5.08mm_(mmimum) Standards) Photovoltaic Modules and Panels,Issuo Number I,October4,2010 for evaluating solar module mounting Anyy nodule Irnmes v,hose pnnmelera are not listed m the Product AR Rads with Intggrated Grounding and clamping devices.It ensures these { providcd table have not been tested for compat,blllly Brand Name NIA _ devices will maintain strong electrical and Models 51-131130.005,51-61GD-005B 51-5000.001,and 51-65-001 mechanical connections over an extended i period of time to extreme outdoor The Grounding Clamp has proven robust in grounding 60-cell and I environments ! 72-cell solar module frarnes with box construction and a range of anodization thicknesses. The testing process closely mirrors that I All solar modules listed to UL 1703 and with frame construchon 1 of UL 1703,the solar module testing within the parameters staled above are comp;i,ble with the { standard,including temperature and IronRidge Integrated Grounding System humidity cycling,electrical and mechanical l i load testing,and manufacturing quality ( •,`'� I');;I woo, reviews ! I At M for Report 101541132LAX 002 Pago 1 of 3 ATM Issued 10-Nov-2014 V 11 M"0, j fu I R 0 N R I D G E XR Rail Family Starling Mdclison Lofquist, Inc. sm_ 3 5224 South 39;h alar is Nlot Akyoys,Suiiny Street,Fil-joedix,Arizona 85040 tel:(602)4313-2500 fox-(602)438-250vrww.srn1eng.com Over their lifetime,solar panels eRperience countless extreme weather events Not just the worst storms in years, but the worst storms in 40 years High winds capable of tronRidge June 16,2014 ripping panels from a roof,and snowfalls.weighing 47 1495 Zephyr Ave 11age'l of I I enough to buckle a net frame pa I layward,CA 94544 X XR Rails are the structural backbone preventing -y resist uplift,protect these results The _Q Aun.'ivlr David F Taggart,vice Iliesident Pioducts against buckling and safely and efficiently Q transfer loads into the building structure Subject It oil It idge XR I 0 Rad.Roof FluNh MOLIFItIng System—Struetti ral'Ana lysis Their superior spanning capability requires fewer roof attachments, reducing the number of roof penetrations and the amount V Deal Sir: of installation time. J� "T and e X itl 0 Rail for the subject module,support system We have analyzed the lronRidL detennifidd that,for the configurations and criteria desiinbed below,it is in compliance n ith the applicable sections of the lolloxving Reference DOOLimeno; Codes A8CEISEI7-J0Min Desi Londsfior Buildings&Other Strilictures 4-1 M International Blidding Code 2012 Edition 6alifoiniii Building Code 2013 Edition -ince Critet i, Othei. AC428,Accept, for Modular Printing Sy Icnis Used to SLipport PV Moduics,dated Effective -.S November 1,2012 by,ICC-r Aluminum I)e;ign Manual,2010 Edition The honRidge XR10 Ru]is an culilded aluminum section with an overall depth of 1.75 ill and a net Force-Stabilizing Curie uppoit solar modules,typically,oil the 1`001`61'n building Sloped mN'Junwele both i —and d late., nrenot'0363sq.m. The jails are used tos forces an ounling rails which can cause then SocExhibitA—allielied The rails are clamped to aluminum arigIc brackets that tire citherattochcd V an,,-at--s'TI,o curved shape of�,Fl Rails allactIC(l to II�411 Ild that IS SCI 0MI to the roof framing The rails tae directly to the roofframing or, cPe,.,,;ddiesjgneJ to incrow re strength in both motintcdacross the slope willi I small clearance(flush mounting)to the tindei lying rool'structure airections,%vhilo resisting the t a:;This unique feature ensures greater secur�,t y15di'uringi eytrorri, The installed solar niodItIOSaic at the 501110 Slope aS,111C underlying lool'struclule. A, —alho,and a longer systorn Irfourne All loads are Ininsfened to[lie rojil training flincligh the angle brackets by simple biaxial flexure of themil\ i he iii.i.mintin,span or the rails is govemed by either the mid-span flexural stresses or tile let\\it It III 111 de(lection icquirernerit that[lie jail not come into cont, the roof U" The effect of seismic loads(tier all design calcgonci A-F)have been determined to be loss than the effect(lite to wind lorldq in all load conditions and conibinittiona; Therefore,the maxunum allowable sjjan\for coalition load cases tire shown in Tables 1.2&3 beloN\-for 0-6 degree slopcK,Tables 4.5. &6 below for 7-27 degree slopes.and Tables 7.8 9 bclo�� for 28-45'dcgrec slopes. Compatible with Fiat&Pitched Roofs Corrosion-Resistant Materials ---I XA rails are =,-7 I—R.00 offers tits All XH Rails are rnade of marl..grade ahari�,,alloy_then ji,pi.cled wt9t2n FSE anodqqd finish Anneiz,N pievens stn taco _ p C�O�Njj-j other pdchetl roof war nlrjunllng and shucluraI wroslon,walla also providing :_cet.—J 01achaterils, apphcafiel% a more attractive appearance . ...... Starling Madison U)Cquist,[tic. Consititin,Structural:%fit]Forensic,Engineers 7, q A IronRidgc Jane 16,2014 IronRidge luno 16,2014 Mr.David F.Taggart Page 5 of I I A1r.David F,Taggart JunPage 1 of I I IronRtdgc\x10 Raul,Roof-Flush\7ounting Sy�tcm-Suuchtrd An,11ys1s IronRtdge XR10 Rad,Roof Flush Mounting System-Structural Analysis Table 4•MAXIMUM SPANS(inches)-Roof Slope 7 to 27 Degrees-Wind Zone 1 Table 5-MAXIMUM SPANS(inches)-Roof Slope 7 to 27 Degrees-Wind Zorie 2 XR1Rail Wend Ground Snow Load XR10 Wind Rail Speed Rail Speed Ground Snow Load Exposure mph 0 psf 10 20 30 40 50 60 70 8D 90Exposure mph 0 psf 10 20' 30 40 50 60 70 80 90 sf sf sf sf sf sF sf sf sf sf psf sf psf 'sf PST Psf psf sf 100 75 65 55 49 43 39 35 33 31 29 100 72 65 55 49 43 "39 35 33 31 29 105 75 C5 55 49 43 39 35 33 31 29 105 69 65 55 49 43 39 35 33 31 29 110 75 65 55 49 43 39 35 33 31 29 110 66 65 55 49 43 39 35 33 31 29 Category 120 75 65 55 49 43 39 35 33 31 29 120 60 60 55 49 43 39 35 33 31 29 130 75 65 55 49 43 39 35 33 31 29 Category 130 56 56 55 49 43 39 35 33 31 29 B 140 71 65 55 49 43 39 35 33 -31 29 l3 140 52 52 52 49 43 39 35 33 31 29 150 66 65 55 49 43 39 35 33 31 29 150 49 49 49 49 43 39 35 33 31 29 160 62 62 54 48 1 43 39 35 33 31 29 160 _ 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 ( 29 100 75 65 55 49 43 39 35 33 31 29 100 61 61 55 49 43 39 35 33 31 29 , 105 75 65 55 49 43 39 35 33 31 29 105 58 58 55 49 43 39 35 33 31 29 110 75 65 55 49 43 39 35 33 31 29 110 56 56 55 49 43 39 35 33 31 1 29 120 70 65 55 49 43 39 35 33 31 29 120 51 51 51 49. 43 39 35 33 31 29 Calc 130 65 64 54 48 43 39 35 33 31 29 Category 130 48 48 48 48 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 56 56 52 47 43 39 35 33 31 29 150- 41 41 41, 41 41 39 35 33 31 '29 160 53 53 51. 46 1 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 36 36 36 36 35 33 31 29 100 75 65 55 49 43 39 35 33 31 29- 100 56 56 5549 43 33935 33 31 29 105 73 65 55 49 43 39 35 33 — 31 29 105 54 54 54 49 43 39 35 33 31 29 110 70 65_ 55 49 43 39 35 33 31 29 110 52 _ 52 52 - 49 _ 43 39 35 33 31 29 120 64 64 54 48 43 39 35 33 31 29 120 47 47 47 47 43 39 35 33 31 29 Category D 130 60 60 53 47 43 39 35 33 31 29 Category 130 44 44 44 44 43 39 35 ' 33 31 29 140 55 55 52 46 42 39 35 33 31 29 D 140 41 41 41 41 41 39 35 33 31 29 150 T 52 _52 50 46 42 39 35 33 31 29 150 38 38 38 38 38 38 35 33 31 29 160 49 49 49 45 41 38 35 33 31 29160 36 36 36 36 36 36 35 33 31 29 170 46 46 46 44 40 37 35 33 31- 29 170 33 33 33 33 33 33 33 33 31 29 Nom,—stwp.lge I1 - Nolcti—ticc page I I - Starling Nlladt.im Lufctulsy Inc. Consulting Structural and Forensic Entimeers Stailmg Alodisoa L0-RIal t,Inc. - _- Conrultmg Srntctnr.d and Forensic Engineers IronRidgc .lune 16.2014 1ronRtdgc Ame 16,2014 Mr.David F Taggart page 7 of I I 41r.David h.Taggart Page I I of I I IronRidgc XRIO Rail,Roof I lush Mounting System—Structural Analysts IronRidgc XRIO Rail.!ionl'rlush Mounting SyMcm—Shuclural Analysis Table 6-MAXIMUMS PANS(inches)-Roof Slope 7 to 27 Degrees-Wind Zone 3 Notes—"I abulaled values are haled on the Iiliiownlg criteria• XR10 Wind Ground Snow Load Rail Speed 1. 'Budding mean 1001*11ctrht-30 R 10 20 30 40 50 60 70 BO 90 2. Rist,Category I Exposure mph 0 psf sf list psf psf psf pst psf psf psf 3 Solm module long dimension=67.5 in 100 59 59 55 49 43 39 35 33 31 29 4 Piuvide 2 in cleat between morand tail 105 56 56 55 49 43 39 35 33 31 29 1. Cad cantilever span(mav)=0 40 x nl,tviluum vpan frons above lahles 110 54 54 54 49 43 39 35 33 31 29 6 No rail splices in encs spans Cate 0 ry o 120 49 49 49 49 43 39 35 33 31 29 7. 10 tail splices in middle 1/3 of inlerioi spans 130 B 46 46 46 46 43 39 35 33 31 29 8. Single simple spcnl(s). Spans listed in the Iahles above may ba multiplied by LOR for 140 42 42 42 42 42 39 35 33 31 29 continuous rails ol'3 or riulro spans 150 40 40 40 40 40 39 - 35 -33 31 29 160 37 37 37 37 37 37 35 33 31 29 170 _ 3.5 35 35 35 35 35 35 33 31 29 Out tmnlysis assunies that the rails,inclUding the connections and associated haidw,uc,arc luslalled 100 50 50 50 49 43 39 35 33 1 31 29 In a workmanlike manner in aCLordanec with the"ImnRidge Roof Mount Installation VLuttt.d"by 105 48 48 48 48 43 39 35 33 31 29 IronRidgc and generally accepted standards Ofconstiuclien practice.Additional in Iiamiltien i,. 110 45 45 45 45 43 39 35 33 31 29 available at the IronRidge web site,honRidge coin Verification of 1'V�Ivlodule capacity to support C y 12U _42 42 42 42 42 35 35 _ 33 . 31_ 29 the loads associated with the given anay~hall be the tvi ponsibiltly of the Conlrnctot or bMICI and CalC 130 39 39 39 39 39 39 t 35 33 31 29 not IronRidgc or Slailinb biadi,on LoliluisL 140 36 1 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 Tlic adequacy of[lie supporting roof fralning is to be delennulecl 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 30 35 33 31 29 Please feel fie to Contact the ill your convetltence If you have ally questions 110 42 42 42 42 42 39 35 33 31 29 120 38 38 38 3B 38 38 35 33 31 29 �� CaleOor/ 130 35 35 35 35 35 35 35 33 31 29 D Respectfully yours, 140 33 33 33 33 33 33 33 33 31 29 150 31 31 1 31 31 31 31 31 31 31 29 160 29 29 29 29 29 29 29 29 29 29 r°~�FS�LL4R�c�s'�` t"�tt rPtps° 170 27 27 27 27 27 27 27 27 27 27 k $ '' 3t 11 es\Vmnet,P C. 1(r �¢2 Noics-,cc Pago I t Design Division\�lallagcr �, - ���� 6-Ursii>-� r O 017795h A�opCSS1o11P� yxP 2fzs, I` Starling Madison I�kluisr,inc. ronsulting Structuraland horenwe Engimers Starlit,Madison Lofquist,tae. Con.,-diiug Structural and Forensic P.ngincem -7- II-