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Town of Southold 11/8/2018 P.O.Box 1179 53095 Main Rd cas outhold,New York 11971 CERTIFICATE OF OCCUPANCY No: 40032 Date: 11/8/2018 THIS CERTIFIES that the building SOLAR PANEL Location of Property: 265 Orchard Ln, Southold SCTM#: 473889 Sec/Block/Lot: 89.-2-5.1 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Pernut heretofore filed in this office dated 10/24/2017 pursuant to which Building Permit No. 42131 dated 11/13/2017 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 existing one family as applied for. The certificate is issued to Coritsidis,George&Debra of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 42131 1/3/2018 PLUMBERS CERTIFICATION DATED k Authorized Signature ��F tZ TOWN OF SOUTHOLD BUILDING DEPARTMENT inTOWN CLERK'S OFFICE 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#: 42131 Date: 11/13/2017 Permission is hereby granted to: Coritsidis, George 1800 Cedar Beach Rd Southold, NY 11971 To: install roof-mounted solar panels on existing single-family as applied for with flood permit. At premises located at: 265 Orchard Ln, Southold SCTM # 473889 Sec/Block/Lot# 89.-2-5.1 Pursuant to application dated 10/24/2017 and approved by the Building Inspector. To expire on 5/15/2019. Fees: SOLAR PANELS $50.00 ELECTRIC $100.00 CO -ALTERATION TO DWELLING $50.00 Flood Permit $100.00 Total: $300.00 ng 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. B. For existing buildings(prior to April 9, 1957)non-conforming uses,or buildings and "pre-existing" land uses: 1. Accurate survey of property showing all property lines,streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees I. 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. ' 1113h -7 New Construction: y Old or Pre-existing Building: (check one) Location of Property: go 0 �,c d ct r (y off' 1 C J \-S uLA h 01 a House No. Street Hamlet I,, 7 L Owner or Owners of Property: h c bfa (�)✓I -► I CA I S Suffolk County Tax Map No 1000, Section I 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 SOUlyolo Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1 179 G Q Southold,NY 11971-0959 � roper.richert(ab-town.southold.ny.us cDUN'f`I,� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To. George Coritsidis Address: 265 Orchard Lane city Southold st: New York zip: 11971 Building Permit#- 42131 Section: 89 Block. 2 Lot: 5.1 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 Basement Service Only Commerical Outdoor X 1st Floor Pool New Renovation 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt 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 Fixture Time Clocks Disconnect Switches Twist Lock Exit Fixtures tj TVSS Other Equipment: 7,245 KW Roof Mounted Photovoltaic System to Include: 23- LG315 Panels, 1- SE 7600 Inverter. Notes: Inspector Signature: Date: January 3, 2018 bl- 0-Cert Electrical Compliance Form.xls LUIGI CLAUDIO SCIANDRA, P.E. 5 Wesleyan Court-Smithtown,NY 11787-3011 - (631)543-2953 fax(631)543-1526 Cell.631-747-7497 E-mail:Ics4d*_aol.com Tuesday, January 10, 2017 r 1 7P) C�(-,-I DIVE Town of Southold 1 D Building Department Town Hall Annex Building N O V - 8 2018 54375 Route 25 P. O. Box 1179 "?ULD Tr,DLr'': Southold, New York 11971 TOWN OF SOUTHOLD Re: Certification Letter-Twenty Three(23)315 W PV Roof Toa Solar Panels.7.245 kW Total Output.for Coritsidis Residence—1800 Cedar Beach Road Southold, New York 11971 1 have reviewed the solar energy system installation in the subject topic on 10/15/2018. 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 2015 International Residential Code (IRC), the 2017 NYS Supplement to the Uniform Code, SEI/ASCE-07 "Minimum Design Loads for Buildings and Other Structures", NFP A Standard 70 "National Electrical Code"and current industry standards and practice and based on documentation and data supplied by E2Sys at the time of this report. Markings in accordance with Section 690.53 of the National Electrical Code are provided, To my best belief and knowledge, the work in this document is accurate, conforms to the governing codes and standards applicable at the time of submission and conforms with reasonable standards of practice with the view to the safeguarding of life, health, property and public welfare. C, ° cry r Ir s 0�2� _1 X0935 Sincerely,Luigi Claudio Sciandra, Professional Engineer. pROssio�' FIELD INSPECTION REPORT DATE COMMENTS �b FOUNDATION (1ST) y ------------------------------------ o [ FOUNDATION (2ND) z � o ROUGH FRAMING& PLUMBING S t r A INSULATION PER N.Y. STATE ENERGY CODE FINAL ADDITIONAL COMMENTS i ' O ce _ Z CA � o z x d r a TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the to]lowing.het ore applying" TOWN HALL Boardofllealth SOUTHOLD,NV 11971 4 sets of Building Plans TEL:(631)765-1802 Planning Board approval FAX:(631)765_9502 Survey_ _ __ SoutholdTown.NorthFork.net PERMIT NO. Check Septic Form_____ N Y.S D.E.C. _ Trustees 1� Flood Permit------ Examined ermit_ ___Examined 20 1 I Storm-Water Assessment Form— Contact: 1 Contact: (�aS t/(� �i(\C� l,�//�m Approved 1_ .20—D M tl to S 711Y1_`- Disapprovedaic ;L Disapproved Phone Expiration '0 DIECIE DIVE i c dtor DD APPLICATION FOR BUILDING PERMIT OCT 2 4 2017 Date INSTRUCTIONS q n MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with d sc[ a'f t Ibt Ian to scale.Fee according to schedule. TOWN osQ location of lot and of buildings on premises,relationship to adjoining premises or public street;or areas,and waterways. c.The work covered by this application may not be commenced before issuance of Building Perot 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.N building shall be occupied or used in%%hole or in part for any purposc what so ever until the Building Inspector issues a Cellcate of Occupancy f Every building permit shall expire if the work authorized has not commenced within 12 months atter 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 pennit kii 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,Sul7olk 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 necessan inspections �(S_qgn.tu,,,fapplican or name.if a corporati'onf i Mailing address of applicant i State whether applicant is owner.lessee,agent.architect.engineer.general contractor.electrician,plumber or huilder Name of owner of premises b (k Ly ( c S (As on the tax roll or latest deed) If applicant is a corporation.signature of duly authorized ofi icer (Name and title of corporate /officcer) Builders License No '( )C "I +4__ Plumbers License No _ Electricians License No (p Other Trade's License No 1. Location2of land on w ich ronosc %vQr�k®"ill he done- House Number Street 4 Q� I lamlet Countx Tax Map No 1000 Section U1 Block Lot_ Subdivision Piled Map No___ Lot ti 2. State existing use and occupancy of premises and intended use and occupanc} of proposed construction a. Existing use and occupancy b. Intended use and occupancy 3 Nature of work(check which applicable):New Building Addition Alteration_ Repair Removal Demolition Other Work (Description) 4. Estimated Cost Fee (To be paid on filing this application) 5. If dwelling.number of dwelling units Number of dwelling units on each floor _ If garage, number of cars 6. If business,commercial or mixed occupancy.specify nature and extent of each type of use. 7. Dimensions of existing structures,if an}:Front Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions. Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction:Front Rear Depth Height Number of Stories 9 Size of lot:Front Rear Depth 10. Date of Purchase Name of Former Owner 11.Zone or use district in which premises are situated 12.Does proposed construction violate any zoning law,ordinance or regulation"YES_NO 13. Will lot be re-graded?YES NO NO Will excess tiftbVrtter�jp" ,4-s?YES NO 14.Names of Owner of pret'rfi'Ss Ad ss 1�re �,o,nop. 31411 � 7� Name of Architect W 1 L I OXCI VAL Addresmt'�_ U hon �' — a 3 Name of Contractor A M r.1�C/�� renPhone No. ►�-l�lrr�L 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 propem lines. 17. If elevation at any point on property is at 10 feet or below,must provide topographical data on survey 18.Are there am covenants and restrictions with respect to this property?* YES NO * IF YES.PROVIDE A COPY. STATE OF NEW YORK) SS. COUNTY OF Sa>rf' 6 ° D J aV i (k i I'm i t� 3 0 < � !✓ being duly sworn.deposes and says that(s)he is the applicant 3. OZ - v (Name of individual signing contract)above named. o n (S)He is the M i D 4, D (Contractor.Agent.Corporate Officer,etc.) a N = a m D of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application: G2.a O D that all statement,contained in this application are true to the best of his knowledge and belief,and that the work will be F n w Z Z performed in the manner set forth in the application filed therewith. =r 0 a m 0 7 Sworn_to before me this day of 20 am X Notary Public Signature of Applicant Scott A. Russell ;4 0 S'7[��0�KI��MA TIE]k SUPERVISOR ) 1 < I�u1[A\1�A\�GrIEI�uI[lE1v�JC' SOUTHOLD TOWN HALL-P.O.Box 1179Uo" //I z 53095 Main Road-SOU'rHOLD,NEW YORK 11971 Town of Southold T�C� CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET I TO BE ( (AIPLETED BY T IE APPLI( ANT 1 DOE,) PROJECT I.a\'OL\ L ANY OF '111E FOLU-)A'I1\'C Ne., \o `11Lt h \LL 111\1 \PPI-t ❑��. Clearing, grubbing, grading or :tripping of land wbleb affects more ❑[[[' than 5,000 square feet of ground surface. B. Excavation or filling im-ol\-Ing more than 200 cubic yards of material 00/ within any parcel or an\- contiguous area. c. Site preparation on slopes which exceed 10 feet vertical rise to 0E/ 100 feet of horizontal distance. D. Site preparation within 100 feet of wetlands, beach, bluff or coastal 09' erosion hazard area. E. Site preparation within the one-hundred-year floodplain as depicted 0[3)/ 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 Imper\ nous surfaces. If you answered NO to all of the questions above. STOP! Complete the Applicant section below with your Name. Signature, Contact Information. Date x County Tax Map Number! Chapter 23r, 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 withyour Building Permit Application. APPLIC ANT P,,,p i r (n`n i L),-i,.i Pr,t a udl \_int.\,n . 't �S I M. �,.. AME5 h�\ I . _ Contac!tn:wnrih-ni Rc\le\\ed B, Dale.. Propert\ Addre,/ Lok atinn r,f( t,tl.t ruct tt,n ',1'r irk. — — — — — — — — — \ltin"\eel I —m—n—P—m— — — — El S { 1 \ c, pl ce"111Bld :, Permit 11onm`,;a e:'�danagenrenl "mt. I Plan \w Rolull-td. El '-t„imv,:ter \lana«etnct;t ( 1n:! �l PLin t,Peynue f. I o",a fl -E ngme i II'_ Uel,arnnt:It 'nl'HL\IC\� FORN1 ' S\1( P-']'()S \1�\ti 2014 �o.'pf SQ�jyDlo Town Hall Annex 41 Telephone(631)765-1802 54375 Main Road ��66�5.995.5�22 P.O.sox 1179 ` roger.dchertdown sout S.ny.us Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: Date: Company Name: e oSAC V () Name: '► Q l n n License No.. q �) Address: 4+i-�ttt i Phone No.: 1-1 -4 0 JOBSITE INFORMATION: (*Indicates required information) *Name: *Address: D D l R S *Cross Street: *Phone No.: LP ` , k 'I 1 - -1 a& �I Permit No.: 3 Tax-Map District: 1000 Section: Block: Lot: 5, I *BRIEF DESCRIPTION OF WORK(Please Print Clearly) solar puny 1 �ns�al l � (Please Circle All That Apply) *Is job ready for inspection: �N3 YES Rough in Final *Do-you need a Temp Certificate: YES/ NO Temp Information(If needed) *S8rVIw Size, 1 Phase 3Phase 100 150 200 300 350 400 Other i *New Service: Re-connect Underground Number of Meters Change of Service Overhead Additional Information: PAYMENT DUE WITH APPLICATION 82-Request for lnspection Form 4 (60 r CONSENT l O INSPEC KION the undersigned. do(cs) hereh\ ,tate O\yner(s) Names) That the undersigned (is) (are) the Q\yner(s�) of the premises in I Tc of Southold. located at D C 4�, eL"U.h which is shown and designated on the Suffolk Count,, Tax Map as District 1000. Section _. Bloch �_, Lot That the undersigned (has) (have) tiled. or cause to be filed. an application in the Southold Town Building Inspector's Office for the followino: solt�✓ �u,ne�I ��u 11 That the undersigned do(es) hereby �(,i,,e consent to the Building Inspectors ((t the Town of Southold to enter upon the above described propert}. including any and all buildings located thereon. to conduct such inspections as the\ may deem necessar. X%r(It respect to the aforesaid application. including inspections to determine that said premrse<c compl\ with all of the laws. ordinances. rules and regulations of the To\,\n of'Southold. The undersigned. in consenting to such inspections. do(es) so «ith the kno\ti le&Ie and understanding that an\ information obtained in the conduct of such inspection, maN be used in subsequent prosecutions for iolations of the laws. ordinances. rubs or regulations of the Town of Southold. Dated: � (Signature) I C-82+ Ne�c (Print Name) (Signature) (Print Name) pG SOUjyolo Town Hall Annex 4 Telephone(631)765-1802 54375 Main Road N Fax(631)765-9502 P.O.Box 1 179 • Q Southold,NY 11971-0959 Q lyc4UN1`I,�ct`1, January 11, 2018 BUILDING DEPARTMENT TOWN OF SOUTHOLD Eastern Energy Systems 7470 Sound Ave Mattituck NY 11952 Re: Coritsidis, 265 Orchard Lane, Southold TO WHOM IT MAY CONCERN: The Following Items(if Checked)Are Needed To Complete Your Certificate of Occupancy: NOTE: Post installation certification letters required 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 4/1/84) Trustees Certificate of Compliance. (Town Trustees#765-1892) Final Planning Board Approval. (Punning#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 — 42131 - Solar Panels RIK Workers' CERTIFICATE OF INSURANCE COVERAGE sTATi= Compensation BoardUNDER THE NYS DISABILITY BENEFITS LAW PART 1 To be compif by Disability Benefits Carrier or Licensed Insurance Agent of that Carrier 1a.Legal Name and Addn nsured(Use street address only) 1b.Business Telephone Number of Insured EASTERN ENER( ' SYSTEMS INC. 631-807-6515 1c.NYS Unemployment Insurance Employer Registration Number of Insured 7470 SOUND AVE" .1E MATTITUCK, NY 52 1d.Federal Employer Identification Number of Insured or Social Security Number 204209085 2.Name and Address of ti :rty requesting Proof of Coverage 3a.Name of Insurance Carrier (Entity being listed as the f tate Holder) ShelterPoint Life Insurance Company Town of Southold 3b.Policy Number of Entity listed in box"1a" PO Box 1179 DBL254520 Southold, NY 11971 3c.Policy effective period: 06/07/2016 to 06/06/2018 4 Policy covers. a. ® AI' employer's employees eligible under the New York Disability Benefits Law b ❑ OI fol Iowi rig class or classes of the employer's employees: Under penalty of penury fy that I am an authorized representative or licensed agent of the insurance carrier referenced above and that the named :red has NYS Disability Benefits insurance coverage as described above. Date Signed _ -- 6/1 97 Byj Urt !fG (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 Aa -d,and this form is signed by the insurance carrier's authorized representative or NYS Licensed Insurance Agent of that card ertificate is COMPLETE.Mail it directly to the certificate holder If box"4b'i d,this certificate is NOT COMPLETE for the purposes of Section 220,Subd.8 of the Disability Benefits Law It must be r ,r completion to the Worker's Compensation Board,DB Plans Acceptance Unit,328 State Street,Schenectady,NY 12305 PART 2 To be comp) i by NYS Worker's Compensation Board (Only if box 'Ab" of Part 1 has been checked) State of New York Worker's Compensation Board According to information ma by the NYS Worker's Compensation Board,the above-named employer has complied with the NYS Disability Benefits Law with to all of his/her employees. Date Signed By (Signature of NYS Worker's Compensation Board Employee) Telephone Number Title _ I Please Note:Only msur rrriers licensed towrite NYS Disability Benefits insurance policies and NYS Licensed Insurance Agents of those insurance carriers thorized to Issue Form DB-120 1 Insurance brokers are NOT authorized to issue this form. DB-120.1 (9-15) 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 ins wring the business referenced in box"1 a"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 ink ox "2". Will the carrier notify the certificate holder within 10 days of a policy being cancelled for non-payment of prer;ium or within 30 days if cancelled for any other reason or if the insured is otherwise eliminated from the coverage indicated on this cortificate prior to the end of the policy effective period? E]YES Zx No This certificate is issued as a matter of information only and confers no rights upon the certificate holder Thi!.certificate does not amend, extend or alter the coverage afforded by the policy listed,nor does it confer any rights or responsibilities bey')nd those contained in the referenced policy This certificate may be used as evidence of a Disability Benefits contract of insurance only while the underlyi ig policy is in effect. 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 a state or municipal department, board, commission or office authorized or requir A by law to issue any permit for or in connection with any work involving the employment of employees in employment a s defined in this article, and not withstanding any general or special statute requiring or authorizing the issue of such permits, : hall 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, f owever, 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 a state or municipal department, board, commission or office authorized or requirE d 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, shat 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(9-15)Reverse New N ►rk State Insurance Fund Workers' mpensation &Disability Benefits Specialists Since 1914 8 CORPORATE CENTER DR 3RD FLR,MELVILLE,NEW YORK 11747-3129 CERTIFIC ATE OF WORKERS' COMPENSATION INSURANCE (RENEWED) a 'a ^^^A^^ 204209085 NEEFUS STYPE AGEN INC 711 UNION AVE • : PO BOX 2340 i AQUEBOGUE NY 119: ❑� Scan to Validate POLICYHOLDER CERTIFICATE HOLDER EASTERN ENERG YSTEMS INC TOWN OF SOUTHOLD 7470 SOUND AVEr E PO BOX 1179 MATTITUCK NY 1 SOUTHOLD NY 11971 POLICY NUMBER CERTIFICATE NUMBER POLICY PERIOD DATE 11455663-3 515239 06/08/2017 TO 06/08/2018 6/1/2017 THIS IS TO CERTIFY "AT THE POLICYHOLDER NAMED ABOVE IS INSURED WITH THE NEW YORK STATE INSURANCE FUND UNDER POI r NO 1455663-3, COVERING THE ENTIRE OBLIGATION OF THIS POLICYHOLDER FOR WORKERS' COMPEI` nTION UNDER THE NEW YORK WORKERS' COMPENSATION LAW WITH RESPECT TO ALL OPERATIONS IN THI TATE OF NEW YORK, EXCEPT AS INDICATED BELOW, AND, WITH RESPECT TO OPERATIONS OUTSIDE OF NEW Y �K TO THE POLICYHOLDER'S REGULAR NEW YORK STATE EMPLOYEES ONLY IF YOU WISH TO RECI 'E NOTIFICATIONS REGARDING SAID POLICY, INCLUDING ANY NOTIFICATION OF CANCELLATIONS, OR TO VALIDATE THI: ERTIFICATE,VISIT OUR WEBSITE AT HTTPS./NWM NYSIF COM/CERT/CERTVAL.ASP THE NEW YORK STATE INSURA" ,E FUND IS NOT LIABLE IN THE EVENT OF FAILURE TO GIVE SUCH NOTIFICATIONS THIS POLICY DOES N, DOVER CLAIMS OR SUITS THAT ARISE FROM BODILY INJURY SUFFERED BY THE OFFICERS OF THE INSURED CORPORA? J MIE J MINNICK PRESIDENT OF STERN ENERGY SYSTEMS INC ONE PERSON CORP) THIS CERTIFICATE I ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS NOR INSURANCE COVERAGE UPON 1E CERTIFICATE HOLDER THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFS DED BY THE POLICY, NEW YORK STATE INSURANCE FUND DIRECTOR,INSURANCE FUND UNDERWRITING VALIDATION NUMBS ;11280329 U-26.3 14C�.� ® DATE(MMIDDIYYYY) t40R" CERTIFICATE OF LIABILITY INSURANCE 10/23/2017 1111,�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 have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT NAME: ROBERT S.FEDE INSURANCE AGENCY PHONE FAXb3i-Jub-1 Rib A/C No Ext): AIC No 23 GREEN STREET,SUITE 102 E-MAIL HUNTINGTON,NY 11743 ADDRESS: ROBERTS.FEDE INSURANCE INSURER 3 AFFORDING COVERAGE NAIC# INSURER A. INSURED INSURER B. EASTERN ENERGY SYSTEMS,INC INSURER C. ELEMENT ENERGY SYSTEMS LLC INSURER D. 7470 SOUND AVENUE INSURERE. MATTITUCK, NY 11952 INSURER F. COVERAGES CERTIFICATE NUMBER: 5,532 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 POL POLICY NUMBER (MMIDDY EFF POLICY EXP LIMITS LTR COMMERCIAL GENERAL LIABILITY X hbd 10027165 7/14/2017 7/14/2018 EACH OCCURRENCE $ 1,000,000 DAMAGE TO RENTED CLAIMS-MADE OCCUR PREMISES Ea occurrence $ 100,000 A MED EXP(Any one person) $ 5000 PERSONAL&ADV INJURY $ 1000000 GEN'L AGGREGATE LIMIT APPLIES PER. GENERAL AGGREGATE $ 2,000,000 POLICY F�jECT [7 LOC PRODUCTS-COMP/OP AGG $ 1000000 OTHER: $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ Ea accident ANY AUTO BODILY INJURY(Per person) $ OWNED SCHEDULED BODILY INJURY(Per accident) $ AUTOS ONLY AUTOS HIRED NON-OWNED PROPERTY DAMAGE $ AUTOS ONLY AUTOS ONLY Per accident UMBRELLA LIAR HOCCUR EACH OCCURRENCE $ EXCESS LIAB CLAIMS-MADE AGGREGATE $ DED RETENTION$ $ WORKERS COMPENSATION I PER OTH- AND EMPLOYERS'LIABILITY Y/N TAT TE ER ANY PROPRIETOR/PARTNER/EXECUTIVE ❑ NIA E.L.EACH ACCIDENT $ OFFICERIMEMBER EXCLUDED? (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE $ If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(ACORD 101,Additional Remarks Schedule,maybe attached If more space Is required) CERTIFICATE HOLDER IS ADDITIONAL INSURED CERTIFICATE HOLDER CANCELLATION Town of Southold SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Main Road THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 54375 Mai Southold n 11 d ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE RobertS. Fede, Sr. ©1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25(2016/03) The ACORD name and logo are registered marks of ACORD 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, October 16, 2017 of Fp fz' Element Energy Systems D 7470 Sound Avenue t.e Mattituck, New York 11952 - N G - 9 Tel. 631-779,4004 Attn.: Mr. Mike Lawton Engineer/Project Manager Tom OF OU-11-1C)LD Re: Twenty Three(23)315 W PV Roof Toa Solar Panels, 7.245 kW Total Output,for Codtsidis Residence—1800 Cedar Beach Road Southold, New York 11971 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, 15/32"plywood decking,2"x6"Douglas Fir Rafters at 16" on center, 2"x6" Douglas Fir collar ties at 16" on center, 18° roof pitch for array#1, 2"x10" Douglas Fir Rafters at 16" on center, 2"x6" Douglas Fir collar ties at 16" on center, 18°roof pitch for array#2. Our review 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: 1 Design wind speed (3 sec. gust): 130 mph Ground snow load: 20 lbs/sq. ft. Solar Arrays#1, 2 dead load: 2.7 lbs/sq. ft. Total Weight of Array 1: 382.04 lbs Total Weight of Array 2: 711.70 lbs The above values are within acceptable limits of recognized industry standards for similar structures. The structural analysis, performed for the existing structure and for the solar panel arrays, utilizing the above design loads, indicates that the existing roof rafters will be able to supports the additional panel weight without damage, if installed correctly. The onsite inspection shows 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 2015 International Residential Code,the 2016 New York State Supplement to the Uniform Code, the 2015 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 Scia dra, P. E. OF NEW Y0 R 5 JCC'\G.SCIgNO�'1 v '9 46 s r � 0935 pROFESSIOt�" 2 SCOPE OF_ WORK DESIGN$DRAFTING BY: JAMIE MINNICK `O JNSTALL A 7 245 KW SOLAR PHOTOVOLTAIC(PV)5Y5TEM AT THE —�' NABCEP CERTIFIED CORIT5I1)5 RESIDENCE, LOCATED AT 1800 CEDAR BEACH ROAD, 5OUTHOLD, NY 1 1971. COMPLY WITH ALL CODES OF 051 112-'29 THE POWER GENERATED BY THE PV 5YSTEM WILL BE INTERCONNECTED NEW YORK STATE & TOWN CODES St,�'t. MTH THE UTILITY GRID THROUGH THE EXISTING ELECTRICAL SERVICE EQUIPMENT. THE PV SYSTEM DOES NOT INCLUDE STORAGE BATTERIES. AS REQUIRED AND CONDITIONS OF REVISIONS ELECTRICAL _ DESCRIPTION I DATE REV SYSTEM RATING �SQLIN N gA -- - - - INSPECTION REQUIRED S _ RD I kW DC 5TC I ES APPROVED AS NOTED EQUIPMENT SUMMARY DATE: �7 B.�•A ?3 LG315N IC-G4 GO CELL SOLAR PV MODULES FEE. D OCCUPANCY 0R ; 50LAREDGE 5E7600A-U5 INVERTER NOTIFY 6• -NT ATUSE IS UNLA vlIr I I i CONTRACTOR IRONRIDGE XR51000 MOUNTING 5Y5TEM 765-1802 $ F;)R T HE TVineyares f f FOLLO' ING 1^�SPE� !::.vS: WITHO(�IT "� ,. I E EASTERN ENERGY SHEET INDEX 1. FOUNDATION - T REQU'RIED SYSTEMS PV-I COVER O FOR POUR^ cTE OF CVUP/-1NC Y 7470 SOUND AVE PV-2 SITE PLAN 2. ROUGH - PLUMBING MATTITUCK, NY 119_.. PV-3 ROOF PV LAYOUT LICENSE # 438 -11 3, INSULA - PV-4 STRUCTURAL/DETAIL5 e SECTIONS t� ,, _ PV-5 3-LINE ELECTRICAL DIAGRAM 4. FINAL LICENSE # 52689-ME NcW y GOVERNING CODES ALLB CONS. REET SCIA R� - ------- — ,-HE COD S 0 N REQUIREME 'ouc 2014 NATIONAL ELECTRICAL CODE Y�,�pCRK STATL. .d�'• RESPON L + � PROJECT NAME 2015 INTERNATIONAL RESIDENTIAL CODE AND NYS 201 G STA NbR CONSTRUCTION , PROJECT LOCATION UNDERWRITERS LABORATORIES(UL)STANDARDS 2� Lu O 05HA 29 CFR 19 10.269 sFQ 080935 6�O` i pR � Z � m GENERAL NOTE5 DFESSION ���� o = - U 1 ESITECONTRACTOR O STARTING TO WORK AND ALL CONDITIONS FAMILIARIZE RETAIN STORM WATER R fL00D ZUNE� � Q HIMSELF WITH THE INTENT OF THESE PLANS AND MAKE WORK PURSUANT TO CHAPTER 23SOMPLY WITH CHAPTER pL m z AGREE THE SAME. OF THE TOWN CODE. FLOOD DAMAGE PREYON 2. CONTRACTOR OR OWNER SHALL OBTAIN ALL REQUIRED Cn a/- APPROVALS, PERMITS, CERTIFICATES OF OCCUPANCY, SOMHOlTnlfiftl f`ODE Q _) INSPECTION APPROVALS, ETC., FOR WORK PERFORMED FROM 10. CONTRACTOR TO EFFECT AND MAINTAIN IN URPNCE, I.H'. [] Q O AGENCIES HAVING JURISDICTION THEREOF, IF REQUIRED. CONTRACTOR'S LIABILITY, WORKMAN'S COMPENSATION, 3. ALL WORK SHALL CONFORM TO CONSTRUCTION CODE AND COMPLETED OPERATION, ETC. ADEQUATE FOR THE PURPOSES Ll_1 Z ALL RULES AND REGULATIONS OF THE RESPONSIBLE OF THI5 PROJECT AND FURNISH PROOF OF SAME PRIOR TO ~ U ♦— JURISDICTION, COMMENCING WITH WORK. OL O 4. IF IN THE COURSE OF CONSTRUCTION A CONDITION EXISTS I I . EACH SUBCONTRACTOR SHALL BE RESPONSIBLE FOR O O WHICH DISAGREES WITH THAT AS INDICATED ON THESE PLANS, MAINTAINING SAFETY ON THE JOB 51TE DURING THE U THE CONTRACTOR SHALL STOP WORK AND NOTIFY THE CONSTRUCTION PHASE TO COMPLY WITH THE REGULATIONS ENGINEER. SHOULD HE FAIL TO FOLLOW THIS PROCEDURE AND AND REQUIREMENTS OF THE OCCUPATIONAL SAFETY AND ; — CONTINUE WITH THE WORK, HE SHALL ASSUME ALL HEALTH ADMINISTRATION. THIS SHALL INCLUDE, BUT ARE NOT , RESPONSIBILITY AND LIABILITY THEREFROM LIMITED TO: PROVIDING FOR ADEQUATE AND PROPER BRACING, - - SAFETY RAILINGS AND SECURE FOOTINGS FOR ALL TEMPORARY • ShWrr NAME FABRICATED AND INSTALLED AS PER LATEST A.I.S,C 5. ALL STRUCTURAL STEEL SHALL BE AND SHALL BE SCAFFOLDING STAIRS, ETC.. AS WELL AS PERMANENT ATECONSTRUCTION. SPECIFICATIONS. IN BOARD OF FIRE 12. FIGURED DIMENSIONS SHALL GOVERN. DO NOT SCALE COVE 6. ALL ELECTRICAL WORK SHALL DRAWINGS, WHERE DIMENSIONS ARE ESTABLISHED BY EXISTING UNDERWRITERS APPROVED AND N ACCORDANCE WITH N.E.C. CONDITIONS. EACH CONTRACTOR SHALL VERIFY EXISTING NYS CODES REGULATIONS 7. ANY DEVIATION FROM THESE PLANS WITHOUT THE WRITTEN CONDITIONS PRIOR TO ORDERING MATERIALS AND COMMENCING WITH WORK. CONSENT OF THE ENGINEER WILL NEGATE THE ENGINEER'S COMMENCING 4 i DRAWING SCALE CERTIFICATION OF THESE PLANS. 13. CONTRACTOR TO REMOVE ALL DEBRIS CREATED BY THIS 8. THESE DRAWINGS AS INSTRUCMENTS OF SERVICE ARE AND WORK FROM THE SITE AND DISPOSE OF IN A LEGAL MANNER ON A WEEKLY BASIS OR SOONER IF CONDITIONS WARRANT. s* N . I ..J . SHALL REMAIN THE PROPERTY OF THE ENGINEER WHETHER THE '�!r•; -_. 14. AT THE COMPLETION OF WORK, THE SITE TO PROJECT FOR WHICH THEY ARE MADE IS EXECUTED OR NOT. BE CLEARED THEY ARE NOT TO BE USED ON ANY OTHER PROJECTS OR OF ALL DEBRIS AND EXCESS MATERIALS. THE FACILITY IS TO BE LEFT BROOM CLEAN AND WORK IS TO BE COMPLETED TO THE - - -= EXTENSIONS TO THI5 PROJECT 5hFEr NUMBER 9. CONTRACTOR SHALL PROTECT, PATCH AND REPAIR ALL TOTAL SATISFACTION OF THE OWNER PRIOR TO RELEASE OF EXISTING WORK ADJACENT TO HIS WORK, OR DAMAGED AS FINAL PAYMENT. AERIAL VIEW RESULT OF HIS WORK. DESIGN t DRAFTING BY: JAMIE MINNICK NABCEP CERTIFIED — - -------- --- --- 051112-129 I I REV1510NS Of NEW YOB DESCRInON DATE REV co J\G sciA O AR0FESSI0140,� I i I I i � CONTRACTOR II " I LEGEND 1 „ _ EASTERN ENERGY " j SYSTEMS �E S UTILITYWOE MEIM 7470 SOUND AVE NE �.s N PV stye-rA '. MATTITUGK, NY 1 195 LICENSE # 43889-11 nweRmts LICENSE # 52685-ME OND ELECTRODE PV MwLu RACIQIO RAL o ATTACHMENT POINT PROJF(`'T NAME -4--ROOF� W ` ( PITCH ANGLE � / �� — SUIRUN Mm — ---- U 0 zczm� VENT i v, PLUIINVG VENT j Y ROOF/ARRAY #I ROOF/ARRAY#2 Lu _ - ®SKY LIGHT Q `LJ Lu z ®OOMPOSIE SHINGLE$ — ((�� �p ITRIM/REMOW AS NECESSARY _ " ) CZ I) Lu O 000 ---- --- - —.----- --- ----- --' ` 511EETNAME 51TE PLAN i i CONSTRUCTION SUMMARY J �p O�Ci M%MNG SCALE (23) LG315N I C-G4 PV MODULES, 7.245 kW DC STC ` a0 N .T.—9 . (1)50LAREDGE 5E7000A-U5 INVERTER IRONRIDGE XR51000 MOUNTING SYSTEM CONSTRUCTION NOTES ROOF TYPE = ASPHALT SHINGLE ROOF/ARRAY#I- PITCH: 18% AZIMUTH: 220° 1 .)ALL EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE WITH THE O SHEET NUMBER - 2XG DOUGLAS FIR RAFTERS MANUFACTURER'S INSTALLATION INSTRUCTIONS. ��O �p ►�g RWITH ROOF/ARRAY#2- PITCH: 18°, AZIMUTH: 220° 2.)ALL OUTDOOR EQUIPMENT SHALL BE RAINTIGHT MINIMUM NEMA 3R RATING. 1. Gj I p` / V —2 - 2X 10 DOUGLAS FIR RAFTERS 3.)ALL LOCATIONS ARE APPROXIMATE AND REQUIRE FIELD VERIFICATION. LEGEND DESIGN i DRAFTING BY: �DNSTINC LlnM METER 1--- - - — ----- ----- -- MAN SERVICE PANEL JAMIE CE9r1fMINNIK // ' —�--- '/ NABCEPCERfIFlED NEW PV SUEZ-PANELS % / / ;' 051 1 12-129 A/C DISCONNECT COMSOER oft CID ELECTRODE ; ' ,, I REVISIONS PV MODULE /, DESCRIPTION DATE REV IC —RACKING RAIL o ATTACHMENT PONT - ---RAPIERS -- f—ROOF RTQI ANGLE SUNRUN METER VENT PLUMMO ® VERT , i ® i CONTRACTOR asAwy ®COMPOSITE SH NQFS OOCD CIONDnm i/ c� ❑TPOTENTIAL SHADW W/RE M EI Y j"/% ARRAY # I /; EASTERN ENERGY //, ARRAY #2 / SYSTEM5 ' 8 MODULES 15 MODULES 7470 souND AVE 18°PITCH 18°PITCH 220°AZIMUTH 220°AZIMUTH ATTITUCK, NY ! 1952 / ! - LICENSE # 438894r LICENSE # 52G89-ME ' 18' FIRE 5ETBACK' Q RIDGE �;, , , ; . ; 18' FIRE 5ETBACK' RIDGE { •'i _ , '/ _ ';� - , ' ,; / ' ' ,_ _ _ . PROJn NAME T ! - :_ -- ----- - 1 - _ ___ _ ..� __ ____ _ ____ _ _ __ _ _ _ ___ _ _ .J_ .i - , 11 _ _._. ) �- M/ FV z tl I LY_ Y`O (o �o l `-I t :-' I _ _ 1 ,/ + i I l I li ( ) cz Q IIS 1 4 i 1 r a -+ t .� i ','•i'' . , 1 -�t V - - j -. L -_t ' �_� - I_ V ) (L\ I i , I ' , CONSTRUCTION NOTES -- 1.)ALL EQUIPMENT SHALL BE IN5TALLED IN ACCORDANCE WITH THE MANUFACTURER'S snEET NAME INSTALLATION INSTRUCTION5. — — — /'/'� 2.)ALL OUTDOOR EQUIPMENT SHALL BE RAINTIGHT K00 F D ETAI WITH MINIMUM NEMA 3R RATING. 3.)ALL LOCATIONS ARE APPROXIMATE AND -'+ ' - i'— _r ' 1 REQUIRE FIELD VERIFICATION. CONSTRUCTION SUMMARY S�P� °� NEW / / DRAWING SCALE J,� sC{q�o� N .T.S . (23) LG315N I C-G4 PV MODULES, 7.245 kW DC 5TC (1)50LARfDGF-5E7000A-U5 INVERTER IRONRIDGE XR51000 MOUNTING 5Y5TEM - ROOF TYPE = ASPHALT 5HINGLE m2 V v SHEET NUMBER ROOF/ARRAY#I- PITCH: 18°, AZIMUTH: 220' sFo 0609351 ROOF/ARRAY#2- PITCH: 18°, AZIMUTH: 220' AROFESSIONP,'' PV-3 LOAD CALCULATIONS ARRAY#I T ARRAY#2 ITEM DESCRIPTION ROOF/ARRAY#I I ROOF/ARRA_Y#2 _ y Ell AFTING BY I Module Weight �__37.4,5 Lbs _37.48 Lbs of NEW y Rafter 2x6 16" O.0 2x 1 O�a 16" O.G. _ NNICK ---1 o� (D) Declan 15/32" PLYWOOD 1 1 5/32' PLYWOOD RrIFiED #of Modules _ 81 15 5�P S�gno (C) Collar Tle 2x6 16" O C 2x6 I G"O.G. -I2s Total Module Wel ht 299.84 Lbs 562.2 LbsP Pitch 181 TYP. 1 8°TYP. _ Total Len th of Rall 55.8 Ft 103.9 Ft RB Ridge Board/Beam 2x8 2x8 _ REVISIONS Rad Weight per Foot 0.9 Lbs 0.9 Lbs - (H an Width 180" 240" F ��DN DATr PEv Total Rad Weight � 50.2 Lfa� 9.3_5 Lbs �, r �,� i �. ar mus # Of Stand I G 28 SAO 080935� aG — � Wel ht per standoff 2 Lbs 2 Lbs o pROFEssIONP�6 ---- Total Standoff Wel ht 32 Lbs. 56 Lbs (PI) Total Arr Wel ht 382.04 Lbs 7! 1 .7 Lbs Point Load 1 24 Lbs' 25 Lbs (p� ,— i Total ArrW Area 1 142.4 S Ftl 267 5il Ft - Array Dead Load 2.7Lbs/5Ft 2 7Lbs/5Ft -�" %L CONTRACTOR EASTERN ENERGY SYSTEMS 7470 SOUND AVE MATTITUCK, NY 1 1952 As er ASCE 7-Method I: - - e - /� LICENSE # 43889-11 P_n_e �Kzt I Pnet30( - �—Kzt(sec G.5.7) I ne e6-6) -#-- %� / I LICENSE # 52689-ME CLIMACTIC AND i Ground Wind Spee JLive load Point Max fastener GEOGRAPHIC DESIGN ! Category !Snow Load'3 sec gust pnet30 pe pullout loacll Fastener Type spacing along - ' CRITERIA Fg mph IA5CE7 s II" rails, in A # 20 120 # 4G8 5/1 G"x 3-1/21 Stainless Steel I I---� FRc�JF r NAME B # TYP. TYP. # I TYP. Lag Bolts L� Roof Section 72' �, � _ raiz o [� jLU ROOF FRAMING DETAIL j (f) Q U-1 LU For SI: 1 pound per square foot=0.0479 kN/m2, 1 mile per hour=1.809 km/h a. Weathering may require a higher strength concrete or grade of masonry than necessary 1b satisfy the structural MODULE MOUNTING CLAMP-- _ Q Q —� requiremerits of this code.The weathering column shall be filled in with the weathering index (i.e.,"negligible," - __`1 1 — C) O "moderate"or"severe")for concrete ss determined from the Weathering Probability Map[Figure R301.2(3)]•The SOLAR MODULE-- W = grade of masonry units shall be determined from ASTM C 34,C 55,C 82,C 73,C 90,C 129,C 216 or C 652. t _ STAINLESS STEEL 3/8' b. The frost line depth may require deeper footings than indicated in Figure R403.1(1).The jurisdiction shall fill in the ? - BOLT AND N_ur�� frost line depth column with the minimum depth of footing below finish grade. ,--� __- _, -' __-- �� C. The jurisdiction shall fill in this part of the table to indicate the need for protection depending on whether there has 7 iFZ6NRIDGE ALUMINUM RAIL-- _ ROOF/ARRAY#1: 2 X G RAFTER _ been of local subterranean termite da RGOF/ARRAY#2:2 X 1 O RAFTER history ALUMINUM"L"5RACKET,� / d. The jurisdiction shall fill in this part of the table with the wind speed from the basic wind speed map[Figure = _ _ - SHEET NAME R301.2(4)].Wind exposure category shall be determined on a sits-specific basis in accordance with Sectionc= �_,J �f '--ALUMINUM FLASHING R301.2.1.4. STRUCTURAL e. The jurisdiction shall fill in this part of the table with the Seismic Design Category determined from Section ` R301.2.2.1. �� ASPHALT SHINGLE ROOF--1 ! l f. The jurisdiction shall fill in this ,rte'! STEEL IAGS13OLT WITH J part of the)able with(a)the date of the jurisdiction s entry into the National Flood 2 112"MIN THREAD Insurance Program(date of adoption of the first code or ordinancem for management of flood hazard areas),(b)the i PENETRATION SEALED oRAHnNG SCALE dates)of the currently effective FIRM and FBFM,or other flood hazard map adopted by the community,as may be WITH GEOCEL 4500 amended. �— (EQUIVALENT OR BETTED 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 we 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 kiwis 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 bad increased from the mapped value by 2 pef for every 100 feet above 1000 feet. MOUNTING DETAIL -_ DESIGN 4 DRAFTING BY: TO UTILITY GRID JAMIE MINNICK NABCEP CEI OF NEW j,,0 051112-129 sc" 51-DIRECTIONAL REVISIONS UTILITY METER 1-PHASE, 240 V DESMFrION DATE REV 1 Vj pRCFESSI.o 7- 1 F )tAT1:PC,A1,-CT,01, S"K, _1,11E1,_-11 CPCF�UtNCY AC DISCONNECT PHOTOVOLTAIC AMY SUMMARY STRING: STRING SSTRING1,15-AKKAY INV p I't- TIF �L&WH rom II.D. ----INVERTER,I.D.# '_)C A I J� ;4 J-3 1 721'V" I.D.# MODULE MWEL CITY "y CONTRACTOR ;I A P -1 F-1 F-1 F-1 F21[_11r rim FG G G N -V41 EASTERN ENERGY SYSTEMS N 7470 SOUND AVE M a _j --------FG -------------------------- ----- ATT ITUCK,, NY 1195 INT5V.ATeD L2 r- LICENSE # 43689-11 1 2 ---------- G ------J DC 0150ONNEa 1 2 UL 1CLI;-7�74 1.NEMA 31t LICENSE 52689 ME - WITH IS STRING I L21-_ —r2 MAIN SERVICE PANEL rGb FG PROD nNAME r TD1k 7i LU 0 EXISTING GROUNDING C) LELECTRODE SYSTEM Z 0-/ M LU C) U < LLJ ILLJ rf) ry WIRE CONDUIT SCHEDULE CIRCUIT RICUIT i CIRCUIT CONDUCTOR CONDucroKs CONDUCTOR CONDUIT CONDUCTOR GROUND GROUND GROUND Tyr CONDUIT AMBIENT TEMP ESTIMATED Voltage Drop(96) lIT a 7 r CONDUIT C) 0 I.D.#�T ORIGIN DESTINATION sizr PER POLE QUANTITY DERATE INSULATION 51ZE QUANTITY INSULATION (CU/A1) I TYPE j 51ZE TEMP DERATE 1 DISTANCE LU 3 IP.15Bx3j 91 O.1 S(BX2#(3ic) L STRING INVERTER AWG III 10 1 1--4 -7- 0.8 USE-2/PV Wire AWG I BARE 3/4' 709C I 0.65 10 FT 0.8% #8 CU FREE AIR OR EMT 0 0 0 'R 1 3 1 THWN-2 AWG#8 1 THWN-2 CU PVC 3/4' 45QC 0.87 1 2 5 F O.G% INVERTER COMBINER PANEL AWG#8 U C0 COMBINER MAIN PANEL AWG#G 3 THWN-2 AWG#8 1 THWN-2 CU 1 PVC 459C 0.87 15 FT O.G% ELECTRICAL NOTES I ALL EQUIP1,JENT TO BE LISTED BY UL OR OTHER NKTL, AND LABELED FOR ITS APPLICATION CALCULATIONS FOR CURRENT CARRYING CONDUCTORS SHEET NAME 2 ALL CONDUCTORS SHALL BE COPPER. RATED FOR COO V AND 90-C WET ENVIRONMENT I-- 3 WIRING, CONDUIT, AND RACEWAYS MOUNTED ON ROOFTOPS SMALL BE ROUTED DIRECTLY I PV Source Circuit Wire Ampacity Calculation TO,AND LOCATED AS CLOSE AS POSSIBLE TO THE NEAREST RIDGE. HIP, OR VALLEY [NEC 690.8(8)(1)]:(Isr.)*(#of,,tnriq-,)*(I.5G)= 15 C;3 A CONFIGURATION 3-LINE DIA. t 'Temp ty emp Derate'Conduit fill Derate � 27 8 A 1 4 WORKING CLEARANCES AROUI1D ALL NEW AND EXISTING ELECTRICAL EQUIPMENT SMALL AVVG#10,ampaciModules per String 10+ l3i COMPLY WITH NEC 1 10 2C. 27-8 A > 15 r.3 A. therefore. DC wire-,t7.c is valid Strings per Inverter 2 5 DRAWINGS INDICATE THE GENERAL"ARRANGEMENT OF SYSTEMS CONTRACTOR SHALL 1 #2 Inverter Output Wire Ampacity Calculation FURNISH ALL NECESSARY OUTLETS,SUPPORTS, FITTINGS AND ACE55ORIE5 TO FULFILL I I Number of Inverters � Inverter Output Circuit OCP Calculation(Inverter Imr)*(1.25) = 39 58 A APPLICABLE CODES AND STANDARDS 1 Record low temp I O'C DRAWING SCALE G)WHERE SIZES OF JUNCTION BOXES, RACEWAYS,AND CONDUITS ARE NOT SPECIFIED, AWG#8,derated amtqacity*(Temr Derate)'(Condwt fill Derate) = 47 85 A 1 47 85 A > 39 56 A, therefore AC wire 5L-C 15 VAIld I Voc Temp Coefficient 287a-C THE CONTRACTOR SMALL SIZE THEM ACCORDINGLY 7)ALL WIRE TERMINATIONS SHALL BE APPROPRIATELY LABELED AND READILY VISIBLE DC SYSTEM SPECIFICATIONS CALCULATIONS N . .T.S 8) MODULE GROUNDING CLIPS TO BE INSTALLED BETWEEN MODULE FRAME AIIID MODULE 1! #3 Combined Ampacity Calculation i Operating Current 19 A !=(#ol. ,Arincvs)'(Imp) SUPPORT RAIL, PER THE GROUNDING CUP MANUFACTURERS INSTRUCTION I Combined Inverter Output Circuit Calculation(Inverter Imp)*(1.25)= 39 58 A Operating Voltage 350 V 1=(#mndue-,in 9)MODULE SUPPORT PAIL TO BE BONDED TO CONTINUOUS COPPER G.E C VIA V%IEEB LUG i Max.System Voltage SOO V (# module-,in ##76�MC*0 1)*(Lo Tem0#QC-25))*(Voc))+(VnC)I OR IL5CO GBL-4Dl3T LAY-IH LUG AW'G#r-, amracity*(Temr?Derate)'(Conduit fill Derate) = r.5 25 A FL_L__ I o)THE POLARITY OF THE GROUNDED CONDUCTORS 15 )ative) 1-,5 25 A , 313 511 A.therefore AC 15 VAId 1 Short Circuit Current 25 1 A of Ar 25)per Art C;90.8(A)(l) SHEET NUMBER � OF AC SYSTEM 5PECIMCATION5 10)THE DC SIDE OF THE PV SYSTEM 15 UNGROUNDED AND SMALL COIAPLY VATH NEC C90 35 Max AC Output Current 1 39 58 A PV-5 240 V Operating AC Voltage solar=@@ • SolarEdge Single Phase Inverters For North America SE3000A-US / SE3800A-US / SE5000A-US / SE6000A-US / SE7600A-US / SE10000A-US / SE11400A-US or I � •J+lJY���.F r ftr I �I I - �a Y The best choice for SolarEdge enabled systems Integrated arc fault protection (Type 1)for NEC 2011 690.11 compliance Superior efficiency(98%) Small,lightweight and easy to install on provided bracket Built-in module-level monitoring Internet connection through Ethernet or Wireless Outdoor and indoor installation Fixed voltage inverter, DC/AC conversion only Pre-assembled Safety Switch for faster installation Optional—revenue grade data,ANSI C12.1 USA-GERMANY-ITALY FRANCE -JAPAN CHINA-AUSTRALIA-THE NETHERLANDS- ISRAEL vvWW.solaredpe U`,. solar _ _ Single Phase Inverters for North America • e z SE3000A-US/SE380OA-US/SE5000A-US/SE6000A-US J SE7600A-USI SE1000OA-US/ SE1140OA-US SE3000A-US SE38WA-US I SESOOOA-USSE6000A US SE7600A US SE10000A US SE11400A-US OUTPUT _ _ —� 9980 @ 208V Nominal AC Power Output 3000 3800 5000 I 6000 7600 10000 240V 11400 VA 5400 @ 208V 10800 @ 208V Max.AC Power Output 3300 4150 6000 8350 .. .. I . . Baso�2aov 10950,e240V AC Output Voltage Min:Nom.-Max."i I 183-208-229 Vac. j ✓ AC Output Voltage Min.-Nom:Max."i 211 240-264 Vac AC Frequency Min.-Nom.-Max.'1I 59.3-60-60.5(with HI country_setting 57-60-60.5) I Hz . . . . . . . . Max.Continuous Output Current 12.5 16 24 @ 208V 25 32 48 @ 208V 47.5 A - 21 @ 2aoy az 240y GFDI Threshold 1 . ... ..... . ... ... Utility_Monitoring,Islanding Protection,Country Configurable Thresholds — Yes _ Yes INPUT — —` Maximum DC Power(STC) 4050 5100 6750 8100 1 10250 1 13500 15350 W Transformer-less,Ungrounded Yes Max.Input Voltage 500 I Vdc Nom.DC Input Voltage 325 @ 208V/350 @ 240V Vdc Max.Input Current") 9.5 I 13 16.5 @ 208V 18 1 23 33 @ 208V 34.5 Adc 15.5 @ 240V 30.5 P 240V Max.Input Short Circuit Current 45 Adc Reverse-Polarity Protection Yes Ground-Fault Isolation Detection 600ksi Sensitivity Maximum Inverter Efficiency 97 7 I 98.2 I 983 98.3 98 98 98 I Yo I 97.5 @ 208V 97 @ 208V CEC Weighted Efficiency 97.5 98 97.5 97.5 97.5 % 98 P 240V ,97.5 @ 240V Nighttime Power Consumption L _ <2.5 _ _ <4 W ADDITIONAL FEATURES_ Supported Communication Interfaces RS485,RS232,Ethernet,ZigBee(optional) Revenue Grade Data,ANSI C12.1 Optionall" Rapid Shutdown—NEC 2014 690.12 Functionality enabled when SolarEdge rapid shutdown kit is installed"' STANDARD COMPLIANCE_ Safety �— UL1741,UL1699B,UL1998,CSA 22.2 Grid Connection Standards IEEE1547 Emissions FCC partly class B INSTALLATION SPECIFICATIONS AC output conduit size/AWG range 3/4"minimum/16-6 AWG 3/4"minimum/8-3 AWG DC input conduit size/#of strings/ 3/4" 3/4"minimum/1-2 strings/ minimum/1-2 strings/16-6 AWG AWG range 14-6 AWG - - -„ Dimensions with Safety Switch 30.5 x 12.5 x 10.5/ in/ I 30.5x12.5x7.2/775x315x184 .(HxWxD). 775 x 315 x 260, mm Weight with Safety Switch 51.2/23.2 547/247 88 4/40.1 Ib/kg Natural convection Cooling Natural Convection and internal Fans(user replaceable) fan(user replaceable). I Noise <25 <50 I dBA Min.-Max.Operating Temperature � -13 to+140/-25 to+60(-40 to+60 version available('') °F/°C Range Protection Rating NEMA 3R For other regional settings please contact SolarEdge support 1O A higher current source may be used,the inverter will limit its input current to the values stated "i Revenue grade inverter P/N:SEx—A-US000NN112(for 760OW inverter SE7600A-US002NNR2). '4'Rapid shutdown kit P/NSE1000-RSD-St. -40 version P/N:SExx A-US000NNU4(for 760OW inverter SE 7600A-US002NNU4). t sunsaEc R oHS f• ` r LG Innovation for Life's 330(2 a Better Life T T T + + 3 LG '\, P, L 60 cell C E --�s Enhanced Performance Warranty High Power Output n I t'. 1.P,lhan03 I'S R f�ient ejen ir, ^41. Aesthetic Roof Outstanding Durability GE Better Performance on a Sunny Day Double-Sided Cell Structure • ";y, I, "t bear)reflected=f ct;-) j - I . t,1 ul-1 c,lt 'a About LG Electronics LG NeON z ®M Mechanical Properties Electrical Properties(STC*) Cetis _ _ „.!i Module type 315 W Cell Vendor _ _._ MPP Voltage(Vmpp) Celt Type �<dO--( Prt�Le MPP Current(Impp) Celt Dimensions 'S6 71.i S,, 5 m: -5 int III,, Open Circuit Voltage(Vac) of Busbar 17 IM,Au Wn Di s:.arl_0 _ Short Circuit Current(Isc) Dimensions(L x W x H) i 64'x 1000+c0 mm Module Efficiency(%) - 7 r 3 7K 3'irn,t; Operating Temperature(°C) Front Load F0) Pa I"p.` Q} Maximum System Voltage(V) Rear Load Pa)1 1 3 ps= Maximum Series Fuse Rating(A) Weight 1 _ 5 kg „0=1 I iLs Power Tolerance(Yo) Connector Type MCd Com;, u!)ie IP67 , Junction Box IP57 tN th 3 Rvp.;s,Diodcs Length of Cables ?x 1 X00 mm/_x 39 37 mt L Glass :;---- Frame An,x-/,;t;Al mi;..m Electrical Properties(NOCT*) Certifications and Warranty Module Type 315 W Maximum Power Wmac) _ Certifications _- - _ - _ ,- _ MPP Voltage(Vmpp) MPP Current(Imppl ' _ Open Circuit Voltage(Voc) - _ Short Circuit Current(Icr) - - Module Fire Performance(USA) _ jI Fire Rating(for CANADA) Dimensions(mm/in) Product Warranty Q Output Warranty of Pmax Temperature Characteristics NOCT Pmpp m y Voc _ Isc -- - -- -- - Characteristic Curves r - LG M l 1 =n r - - mnoeat on'or a Bette,Life oil IRONRIDGE Roof Mount System XR10 Rad XR100 Rail XR1000 Rail Internal Splices 1iY - --------------------- 6% A low-profile mounting rad The ultimate residential A heavyweight mounting All rads use internal splices for regions with light snow solar mounting rad. rad for commercial projects. for seamless connections 6'spanning capability 8'spanning capability 12'spanning capability Self-tapping screws '• Moderate load capability Heavy load capability Extreme load capability Varying versions for rads Clear anud¢ed finish Clear&black anod finish Clear anudized finish Grounding Straps offered K . w,... ` FlashFoot Slotted L-Feet Standoffs Tilt Legs AW 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 fi gh•friclion serrated face Works with vant flashing Attaches directly to rail IBC&IHC compliant Heavy-duty profile shape Ships pre-assembled Ships with all hardware • Certified with XR Rads Clear&black anod.finish Lengths from 3"to 9' Fixed and adjustable IronRidge builds the strongest roof mounting system in solar Every component has been tested to the limit and provers in extreme environments. End Clamps Grounding Mid Clamps T-Bolt Grounding Lugs Accessories Our rigorous approach has led to unique structural features,such as curved rails and reinforced flashings and rs also why our products are fully certified,code compliant and backed by a 20-year warranty. • r "r I Strength Tested PE Certified �,,,,, ;,•�,,,,,,� __„,-. ..,,,_ All components evaluated for superior Pre-stamped engineering letters Slide in clamps and secure Attach ano ground modules Ground system using the Provide a finished and structural performance available in most slates. modules at ends of rads. ni the middle of the rail. rail's top slot organized look for rads. • Mill finish&black anal. Parallel bonding T-holt Easy top-slot mounting Snap-in Wire Clips • Sizes from 1.22"to 2.3" Reusable up to 10 times Eliminates pre-drilling Pefferted Ei,d Caps Class A Fire Rating Design Software Optional Under Clamps Mill&black stainless Swivels in any direction UV•protecled polymer Certified to maintain the fire resistance Online tool generates a complete bill of rating of the existing roof. materials in minutes. Design Assistant NASCEP Certified Training Integrated Grounding 90 Year Warranty Go from rough layout to fully Earn free continuing education credits. UL 2703 systein eliminates separate Twice the protection offered by engineered system.For free. while leamirtg more about our systems, module grounding components. competitors. Ej— AUTHORIZATION TO MARK Installation Overview Install Root Attachments Install appropriate roof flashing and/or standoff for roof type. This amhonzea u„,applu.t n of it Ci ddir.mnn mtdrw,)sNi h0—to th,inod,.ls d,,a,rrted in the Pn,dn.t(•.) Attach L-Feet to flashing or standoff Covered r'e bm nh�n -,nth thn+ondrt.ons set forth in the Cerhficahon Agreurwimnl and L vwg P^pori Thi•,aulrnnzahnn also applu,s i�m-d'po list e mrolnl(s) Ihn rorr^Infirm oay,>of the Lishnq R,fust Prepare Rail Connections TMs documonl is Iha prnpeoi of Intertr•k r—bdq Services and is not h.,n.ferdbin Th,rn•rh6„ahnn mirk(;)may hu aplared only at the 10-hon or the Pan;A,dhon.ed To Apply mare Insert splice into first rail,then secure with Grounding Strap and sell-drilling screw. Applicant: 1199 Zip Inr. Mmmlacturer Irnnf2ua)n Inn •Slide second rail overs lice,then secure with opposite end of Address 1195 Znphyr Aro 1435(1dn;hlel Pumf P PP Hayward,CA'0544 Address. %%,11,1,CA 95490 Grounding Strap and self-drilling screw. CountryUSA Country: USA Contact, Vann 3ehwdrr Contact. fun Nora I"Itl p Phone. 18001 227-9523 Mount&Ground Rails (S10)."25-L•97"3 Phone: I90G)2,7-95',) FAX (707)159-tars FAX (rur)4sy-1523 Attach rails to L-Feet and level rails. Ernair lu hw,r•:nnnnnn,7a rem Email: Party Authorized To Apply Mark S.niu•.1::t.•an,ir a tur,•r •Install one Grounding Lug per row of modules. Report Issuing Office' L:,kr:r,nu.,t.CA );, •Connect Grounding Lug to grounding conductor Control Numbef 4007559 Aulhonzed by Ir+r Imnnns J P.dtvron CC114 G1(iOn hlannyr t:n aAssSOM Install Modules&Clamps Install first rnodule using End Clamps and Grounding Mid Clamps. (MRs •Install additional modules using Grounding Mid Clamps. Intertek Finish row with a second pair of End Clamps. Thr.,d.xument supersudos all pr—, -is Authonz.t n;to Mark lo,the nntnd Report Numb,, Testing&Certification The IronRidge Integrated Grounding l a Module Frame Compatibility "`` '+(;°r,'.",r:A L• System has been tested and certified to ,r r-a1•ai,„i„�nR—i Ail,igi„rrH+..yo..n ocl- . Dimension Range r��i-rrni• sr.'t s8•,'.r&: 4ai��,l:w r,i,Jt�-s;-.o;: UL 2703 by Inlerlek Group plc. A 31.Omm-51.0mm Starldardl5): UL SLinfer-t 2/'J!(,own•,or In,.>shga•ion!„r R.1c),r.innnt ng Systems and clan, ,u D,,,,,,,hr B 5.08mm minimum pn F1nhPcu,, UL 2703 is a proposed UL standard (minimum) ^I,-,1,+ondc Mndnl,• di d Pana., is-.i.-1`4111,1,i,i 1 o<1nr a 4 2010 for evaluating solar module mounting nny ndule IM, parametero rr„-1 usied n th.. Pr xh¢I /,H Rad,•,v m ln•ngr Mh d i„n,ii,:�,i,i --- and clamping devices.It ensures these pv,•ided ta:de heve not bee•,1-1.d 1--1 dbblilly, ardr,d N,uoe. NA devices will maintain strong electrical and Model> 5I-r,iS13-00,,51.61,U-00,8 til-5600-W 1 .uvl 51 5-001 mechanical connections over an extended period of time in extreme outdoor The Grounding Clamp has proven robust in grounding GO-cell and environments. 72-call solar module frames with box construction and a range of anodization thicknesses. The testing process closely mirrors t'tat All solar modules listed In UL 1703 and with frame construction of UL 1703,the solar module testing within the parameters stated above are compctble with it it standard,including temperature and IronRidge Integrated Grounding System humidity cycling,electrical and mechanical load testing.and manuracturing quality reviews. ,, P,q,Iof3 Ar^.I I,;,irrl lU-tl„-,'illi IRONRIDGE XR Rail Family Starling Madison Lofquist, Inc. 5224 South 39"Street,Phoenix,Arizona 85040 tel:(602)438-2500 fax:(602)438-2505 www.smleng.corn Over th,itr h!eUme solar panels expeneue countless extreme weather events Not lust the worst storms in year;, but the worst storms in 40 years High winds capable of - Iradtnlpr little 16 '01-d noping panels from a root.and snowfalls weighing a 1499/eph,r \,e I+acr I,+I I I enough to buckle a panel frame 477. Xn Hails are the structural backbone praventinq ' these results they iesist uplift.protect i.'- `;7,r - yt' \nn \lr 0,n III 1 I.te—.In,\ur Iht•,ulrni I'Iodurb, against hurkling and salely and efficiently td," +g Irur,;ter loads into the Wildin structure. - �''+•-- g - "• - = �uh1r,I holIRnl_c\RlHItalLRuefhlu,h S„trm Su'mtural Thus supe-nor spanning capability re(lwrr,fewer roof 31tachments [("(III xl the numbc:rof roof penetrations and the amount of uulnllaUnn tune i ml,zrd the h'unRtd_c\R Iu Rini t„r the,uhlcel,o hr ntodulc„11,11011 at,tenl end r”; �,'•.e It! It Ih;a,fill Ihr u,nlinnunnn,:utd enter is dr,cnhrd h,:lo„ it i,In a,ny,ltan,r„ith Ihr q,pluthlr+rchona til the G,Iku in_Rrlereoc, I)ocwl tnh. t (,ale, 4SI_'I S1 1 7-10 Min II uud,for Iduildinc,K(nhct ltnrthuc, Iltlrrn Il„nlll liurldnl,(odc'01,I din„n (ahG,rnra Rudihu❑I I'd, '_01 1 1 ditiun t),h,r \( .12A \ccrpimi,r( rnci i;,for MOLIU1,11 1:1:mumt S•,IVMI t•,cd In tiul,po 1 p\ to M,dule,.dined 111,ru,e\o,rinbet 1 'u1'I„ 1('(-1 \lununuot I),•Icn\I.1mi 11 20 11)1 iliuon •�i Ilie Ironl"i•I c\R 10 1011 1, 111, ttudrd.tlunin•tnn,croon t+VII;ui o,reel depth of 1 _sin .1nd.r rirt Force-Stabilizing Curve i 1 11 tl , ,q.nl. I h,raib .u1)u.cd to t .oLu'unululr t.pi,.ill, rat the ,i I,Inhhnc rev 1 ,hthil A nllarhed Ihv rail ai+.!antpcd it,010nuntim MlIJQ hr:tihcl,I11,11,uV cllhvl:lla,hcd A ,dl—I ii i •I-'''I,it dil. Illi w the n,ut ti'enimc of ;ttl•i,lied 1.1,1.t:ntd Ilt: ut.,nrt,:d 11)1111:1)1,,•1 lr.,nunL fhr i,ul,,u, ,..,'I,,,,'-” i„•., .�,I,, I' 1111ir����.,„�, 11111111rd,nn1), lie•.lop+ ,•till:1'It t.incl,.n'.ui,rlllit'll tn;'11111 el 1.1111.u11do1,u:_roo1 lTuoit) t. ., In,•In,l,ill:d,,,Lir nlndulr,an 11111:,,nn. ,I,y,,d,Ili,un,lerhnIll 1.•0l ,n1,Ifni t •\II load,arc trau,ll•nrd i-,III, fool It nnule thr„ueh the,uuflr hidrlri•.I+, ..Hopi, ht-a,Ltl I1r.,ul,i.l Ili: rail, Ihr n,,niutum,1,.m ul the r tit,i,_„rmrd M either the mid-,Itnt Ilr,urnl,ire• or Ihr :!rllrrnon w,inn-ori—ni th,u Ili,imi m,I—In”into coNan„uh the ru„I I h,:rllrct oI"I'mic load.I I,•i,ill dr1P2ll c.1tC'_,err, \-I t h,n r hr;u d.l,•rnnrod to hr L. than ill, rltciIilnr tuv.ind Ihr mmnnum,i lo.,uhl, pan-I,,t enI1llML;l herd LA-1.•uc,ho•.,n in T;iW . I & i heli,,, lig'0-6 d,,,rce,lt,l,L, T.,',1,,-1 1,,,, 1... - dc_rc,.lo!,:,.,nd I.,Ml,' .<S,)hclo\, Ior 1s dc.il,,,hyc• Cmnpahble with Flat&Pitched Roots Corrosion-Resistant Materials .,,��,.n t.i,:,.�:�� a.=^p• r m1 i..; „r,,.,ao.-,, b,•"�-•n nen w,W x. fLrd�Pun1�n, oo1,�n.a.,n11,•, ,,,e1);I•,n rtw^�)rye..•nl•.•.�.�'on• d!v:p,n n,a'•��, um!annr�w,q ,i>un.i.,•a1 ,aor ..,tie iA•:D,ov„tnr) a..ire,ro,iP ,tpplu.al,••'s �,m„ nP,rt.v„e1M1*'d,ux!. St-ling Nladr. lad'quiat,Int. Cuu..,d ring ;Iru I-A inuI furcu•iir Eng:. 1)r. IrunRldge .lune 16.2014 IronRidge June 16,2014 Mr DaN id h Taggart Paue 5 of I I V r.Da.id F T;iggen Page 6 0l'I ImnRid,:e aRl(1 Raul,knoFFhish�luuming System-Stnichirtd,luahsi. 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