Loading...
HomeMy WebLinkAbout40337-Z guFFQl,f Town of Southold 3/22/2016 4k. cf# • P.O.Box 1179 53095 Main Rd t'oy..olao�� Southold,New York 11971 il CERTIFICATE OF OCCUPANCY No: 38163 Date: 3/22/2016 THIS CERTIFIES that the building SOLAR PANEL Location of Property: 24925 Route 25, Cutchogue SCTM#: 473889 Sec/Block/Lot: 109.-1-20.3 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 12/4/2015 pursuant to which Building Permit No. 40337 dated 12/10/2015 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: roof mounted solar panels on an existing one family dwelling as applied for. The certificate is issued to Beebe,Constance of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 40337 3/2/2016 PLUMBERS CERTIFICATION DATED qtr - uthorized Signature r .,—.-_ •: TOWN OF SOUTHOLD t,0 ,9,- BUILDING DEPARTMENT I .°.�.V I TOWN CLERK'S OFFICE 10 I SOUTHOLD, NY . .•.. BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 40337 Date: 12/10/2015 Permission is hereby granted to: Beebe, Constance 24925 Route 25 PO BOX 979 Cutchogue, NY 11935 To: Install roof-mounted solar panels on existing single family dwelling as applied for. At premises located at: 24925 Route 25, Cutchogue SCTM # 473889 Sec/Block/Lot# 109.-1-20.3 Pursuant to application dated 12/4/2015 and approved by the Building Inspector. To expire on 6/10/2017. Fees: SOLAR PANELS $50.00 CO -ALTERATION TO DWELLING $50.00 ELECTRIC $100.00 •tal: $200.00 fill , Bt ilding I Ilrector I 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). G` 3. Approval of electrical installation from Board of Fire Underwriters. , ; l 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead. 5. Commercial building.industrial building,multiple residences and similar buildings and installations,a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957)non-conforming uses,or buildings and "pre-existing" land uses: 1. Accurate survey of property showing all property lines, streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 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-5.25 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: r_ (check one) Location of Property: G9 y q 075 Wu. I n C 4 kOfj U e House No. Street Hamlet Owner or Owners of Property: C06 --\-L(\Ce_ be_ Suffolk County Tax Map No 1000, Section Q Block / Lot 070- 5 Subdivision (� �}-� Filed Map. Lot: : Permit No. — I U %/1 Date of Permit. Applicant: Health Dept.Approval: Underwriters Approval: Planning Board Approval: / Request for: Temporary Certificate Final Certificate: ✓ (check one) Fee Submitted: $ v4.9 Applicant Signature le l I,i1 0 Sou,SI® Town Hall Annex 1 Telephone(631)765-1802 Jig illic 54375 Main Road Fax(631)765-9502 P.O.Box 1179G 0� Southold,NY 11971-0959 \. , 4,— I- roger.richert(a�town.southold.ny.us - COUMy,*140. BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Constance Beebe Address: 24925 Route 25 City: Cutchogue St: New York Zip: 11952 Building Permit#: 40337 Section: 109 Block: 1 Lot: 20.3 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 X Renovation 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt Ceiling Fixtures HID Fixtures Service 3 ph Hot Water GFCI Recpt Wall Fixtures Smoke Detectors Main Panel NC Condenser Single Recpt Recessed Fixtures CO Detectors Sub Panel NC Blower Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt Emergency Fixtures Time Clocks Disconnect Switches Twist Lock Exit Fixtures TVSS Other Equipment: 9.450 Roof Mounted Photovoltaic System to Include, 30 - LG 315 Panels and 1-SE 7600 Inverter Notes: Inspector Signature: Date: March 2, 2016 Electrical 81 Compliance Form.xls LUIGI CLAUDIO SCIANDRA, P.E. 5 Wesleyan Court• Smithtown, NY 11787-3011 • (631)543-2953•fax(631)543-1526 Cell.631-747-7495 E-mail:Ics4d@aol.com Sunday, March 13, 2016 Town of Southold Building Department Town Hall Annex Building 54375 Route 25 P. O. Box 1179 Southold, New York 11971 Re: Certification Letter-Thirty(30) 315 W P.V. Roof Top Solar Panel Array, 9.45 kW Total Output,for Beebe Residence—24925 Main Road Cutchoque, New York 11935 I have reviewed the solar energy system installation in the subject topic on 03/09/2016. The units have been installed in accordance with the manufacturer's installation instructions and the construction drawings approved by the Building Department of the Town of Southold. The solar panel installation is in compliance with the requirements of the 2010 Residential Code of New York State,ASCE-05 and N. F. P.A. Standard 70"The National Electrical Code." Markings in accordance with Section 690.53 of the National Electrical Code are provided. To my best belief and knowledge, the work in this document is accurate, conforms with the governing codes and standards applicable at the time of submission, conforms with reasonable standards of practice with the view to the safeguarding of life, health, property and public welfare. Sincerely, 011° Luigi Claudio Sciandra, Professional Engineer die �P� OF NEw�O J\G,G.SCIAN0 4>r v N { IECIEOVE Zs�O 080936\ I AROFESSIO�� • MAR 222016 - BUILDING DEPT. TOWN OF SOUTHOLD • FIELD ZSPECQN REMIrd DAa' COMEv PI;TSS ,. , t 1> pUrm,� oN(1ST) V • ...sj4k • • FOUNDATION(2ND) :� t . ti ROUGH FRA `IG& _- --.-r- • • ` 1 PLUMBINN'G ' . F y INSULATION FBI?.N.Y. """'°'""'""" . • • STATE ENERGY CODE „ 1 . . . . . . . , . 1 .. r. • • , A. r .. . ... • . ` r • FINAL .• • , .. , .( d - - , / ili • r--- • • f • • . . . • , . � r I - . _ yy.y{ . z • �w� • • TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying' TOWN HALL Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans TEL:(631)765-1802Planning Board approval FAX:(631)765-9502 7 Survey SoutholdTown.NorthFork.net PERMIT NO. Check Septic Form r NYSDEC I' I Trustees 1" . I Flood Permit Examined ,� •2. i� I i Storm-Water Assessment Form DEC - 4 2015 L;l Contact: t J-� II ir S Approved i (/, ,20 M S i to J Disapproved a/c -J vL '' M S c).. • �� � / Phone .1_����(� Expiration '/ Buildi APPLICATION FOR BUILDING 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 d Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant Such a permit shall be kept on the premises available for inspection throughout the work e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building inspector issues a Certificate of Occupancy f.Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date.If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize.in writing.the extension of the permit foi an addition six months.Thereafter,a new permit shall be required APPLICATION iS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk County,New York,and other applicable Laws,Ordinances or Regulations,for the construction of buildings,additions,or alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code,housing code,and regulvions,and to admit authorized inspectors on premises and in building for necessary inspections. (Signature of applicant or name.if a corporation) 1�f"10 Souris g Avg Vic,-41-(u Lfc (Mailing address of applicant) State whether applicant is owner,lessee,agent.architect,engineer,general contractor,electrician,plumber or builder Name of owner of premises C( S tthe (As on the tax roll or latest deed) if applicant is a corporation,signature of duly authorized officer (Name and title of corporate/officer) Builders License No. q-3, "l Plumbers License No. — Electricians License No. a(Acf-M Other Trade's License No. 1. Locatimpf land on which proposed work will,be done: d ` i �S !Y1cu n �C d ct�L 1 t� Ltc_. RY House Number Street Hamlet County Tax Map No. 1000 Section 1° Block Lot g D' 6 • Subdivision Filed Map No. Lot • E I • tl l 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction. {, a. Existing use and occupancy b. Intended use and occupancy , 3. Nature of work(check which applicable):New Building Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost Fee (To be paid on filing this application) 5. If dwelling.number of dwelling units Number of dwelling units on each floor I; If garage, number of cars 6 If business.commercial or mixed occupancy,specify nature and extent of each type of use. 7. Dimensions of existing structures,if any:Front Rear Depth Height Number of Stories r 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 arc situated 12.Does proposed construction violate any zoning law,ordinance or regulation?YES NO 13.Will lot be re-graded?YES NO Will excess till be removed from premises?YES NO__ CollsOuv�Le. 3c c, e d'�of aS Jut; K� ►- g—1 k l I 14.Names of Owner of premises Address Phone No Name of Architect L• SC 1(AAA-11&. Address u�,l'��i Phone No . C1 3 Name of Contractort CtSLiA AQJCH Address Qnfi Phone No. , ' — D 15 a.Is this property within 100 feet of a tidal wetland or a freshwater wetland?*YES NO * IF YES.SOUTHOLD TOWN TRUSTEES&D.E.C.PERMITS MAY BE REQUIRED. b.Is this property within 300 feet of a tidal wetland?*YES NO * IF YES.D.E.C.PERMITS MAY BE REQUIRED. 16.Provide survey,to scale,with accurate foundation plan and distances to property lines 17.If elevation at any point on property is at 10 feet or below,must provide topographical data on survey. 18.Are there any covenants and restrictions with respect to this property?* YES NO * IF YES.PROVIDE A COPY. co STATE OF NEW YORK) y- O1 SS: c o COUNTY OF ) ¢ LL o J(� (kI n� (�� being duly sworn,deposes and says that(s)he is the applicant • 0 n O (Name of individual signing contract)above named. ¢ ~ v •= • ¢ y Q (S)He is the C-0 nAVU/ U `I 2 e ,;; (Contractor,Agent.Corporate Officer,etc.) -LE U o a m p ®13 N of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application: a Z = E that all statements contained in this application are true to the best of his knowledge and belief:and that the work will be ' ex 3 o performed in the manner set forth in the application filed therewith ¢ O U O F Sworn to before me this -- 34a— davof N cr� 20 /S� cczlip;--/,'"a "4. Notary Public Signature of Applicant • SSSSrr r►ar • SUFaz '• Scott A. Russell ° �Q STORMW.A.][ ER SUPERVISORI • M[ANAGIJEMEI ENT SOUTHOLD TOWN HALL-P.O.Box 1179 u' \ 4-7$ 53095 Main Road-SOUTHOLD,NEW YORK 11971 T. 4 CT���� Town of Southiol4�L]..,] CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET,,, ( TO BE COMPLETED BY THE APPLICANT ) DOES THIS PROJECT INVOLVE ANY OF THE FOLLOWINCt: (CHECK LL THAI APPLY! \es No ❑[IA. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. ' 0116, Excavation or filling involving more than 200 cubic yards of material —/ within any parcel or any contiguous area. ❑C/ C, Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. 0 D. Site preparation within 100 feet of wetlands, beach, bluff or coastal'- erosion hazard area. 0 E. Site preparation within the one-hundred-year floodplain as depicted on FIRM Map of any watercourse. 0 F. Installation of new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes in-kind replacement of impervious surfaces. * If you answered NO to all of the questions above. STOP! Complete the Applicant section below with your Name, Signature, Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project. * If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building Department with your Building Permit Application. APPLICANT (Prom t%Onn.'i Dra¢n PIotNmonal Agent Couuactor Othctl S.C.].`'i• ~• 1000 Dat? o NAME JCA C., lei (\r\ i k _ 1001 I 01 0,3 �- 1 Section Block Lot t FOR BUfLDIN_; DLP 1RT\iL���r USE i�'i Contact In'onnation (t) ) -11c(-4o04� T..�, Re\leek ed B). ,A. 5.4 • ' Dale• )a—�r4� ' Property Address/ Location of C omt I net ion Work. aLH as ri E�(,C�.I \ppin�ed jttoce ,ttig Building Petmlt. �-� j^ Stolmo-ales Management Conn ol Plan Not Regiiued. CU ' "r \OSW, � -( l� Stottm atet Management Control Plan is Requite'! ® (Fot aid to Engtneel mg Department tor Ret tew t FORM * SMC P-TOS NI AY 2014 •i a , , t' ei pf SD(/- :' ,' f�,�0�� ; lyol .` Town Hall Annex : I 46 Telephone(631)765-1802]j, i ' 54375 Main Road I� (631)76595 I P.O.Box 1179 , G • I Q i rogersicherttc.townsouthso�d.nv:iis Southold,NY 11971-0959 'Q R _ dsia0'l1 � 1 yC0(INtY,� f i BUILDING DEPARTMENT ' TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION • - REQUESTED BY: tt J(AY`(11 i nf1 I(tel` Date: , , Company Name: t0,S-)f.r/n 11e-f(c)4 s -i --1-e.Ull.S -, Name: Jo"(, Ki (1[n i(.c License No.: 5 a °1 - HE Address: 1\i---1 0 S OlA.1(v M 1 - KGt 1 L lL 9 l l )-- . Phone No.: (A1 - 1--ick - 4-004 JOBSITE INFORMATION: (*Indicates required information) *Name: Co AC e_ 1 r✓e,J *Address: iaI 5 Mct I n 1W Cc,{ Z k(9 u1 , *Cross Street: *Phone No.: L . (-1-1,& - 1 k 1 Permit No.: d 7277 Tar Map District: 1000 Section: 106i Block: I Lot: do. *BRIEF DESCRIPTION OF WORK(Please Print Clearly) PIc.( . �cd.�� I ;n��i C ( (Please Circle All That Apply) • *Is job ready for inspection: YES/ NO Rough In Final *Do you need a Temp Certificate: YES/ NO Temp Information (If needed) *Service Size: 1 Phase 3Phase 100 150 200 300 350 400 Other 7 ' *New Service: Re-connect Underground Number of Meters Change of Service Overhead Additional Information: PAYMENT DUE WITH APPLICATION . cc \\ 4 1 (kie, (le - 01 , ‘ 82-Request for Inspection Form " 1® / �o�,�QF SO(/lyoe o€ Town Hall Annex . Telephone(631)765-1802 Ilig 54375 Main Road * Fax(631)765-9502 P.O.Box 1179 G Q Southold,NY 11971-0959 i �yOOUNT1,V•,/ March 10, 2016 BUILDING DEPARTMENT TOWN OF SOUTHOLD Eastern Energy Systems 7470 Sound Ave Mattituck NY 11952 Re: Beebe,24925 Rt 25, Cutchogue TO WHOM IT MAY CONCERN: The Following Items(if Checked)Are Needed To Complete Your Certificate of Occupancy: NOTE: Certification required from an architect or engineer stating the panels were installed to the roof per NYS Building Code Application for Certificate of Occupancy. (Enclosed) Electrical Underwriters Certificate. A fee of$50.00. Final Health Department Approval. Plumbers Solder Certificate. (All permits involving plumbing after 4/1/84) Trustees Certificate of Compliance. (Town Trustees#765-1892) Final Planning Board Approval. (Planning#765-1938) Final Fire Inspection from Fire Marshall. Final Landmark Preservation approval. Final inspection by Building Dept. Final Storm Water Runoff Approval from Town Engineer BUILDING PERMIT - 40337 - Solar Panels CONSENT TO INSPECTION .f; + Co‘14ince 6b� (� , the undersigned, do(es) hereby state: Owner(s)Name(s) rj That the undersigned (is) (are)the owner�(s)of the premi es in the Town of Southold, located at al-Kt c2., N�C�1 (� ` L(A D U which is shown and designated on the Suffolk County Tax Map as Distt 1000, Section i , Block / , Lot a0.3 . That the undersigned (has) (have) filed, or cause to be filed, an application in the. Southold Town BuildingIns ector's Office for the following: y. So\ ( (AN- I 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:_ ///(J 3bs- (Signature) Cs_op4 cefee,6e ; (Print Name) (Signature) (Print Name) EASTEI0 OP ID:SV ACORO" DATE(MM/DD/YYYY) CERTIFICATE OF LIABILITY INSURANCE 07/17/2015 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(les) must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the ' certificate holder in lieu of such endorsement(s). PRODUCER CONTACT A.Joseph Stepr oski Neefus-Stype Agency,Inc. PHONE FAX FAX 711 Union Avenue (A/C.No,Ext) (NC,No):631-722-3591 P.O.Box 2340 not 55 jstepnoski@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. INSR TYPE OF INSURANCE ADM SUBR POLICY EFF POLICY EXP LIMITS LTR INSD WVD POLICY NUMBER (M /Y M/DDIYYYY) (MM/DDYYY) A X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 CLAIMS-MADE X OCCUR CBP706697907/14/2015 07/14/2016 DAMAGE TO RENTED 19 000 PREMISES(Ea occurrence) $ 10,000 MED EXP(Any one person) _ $ 5,000 PERSONAL&ADV INJURY $ 1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER GENERAL AGGREGATE $ 2,000,000 POLICY JECT LOC PRODUCTS-COMP/OP AGG $ 2,000,000 OTHER. $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ (Ea accident) _ANY AUTO BODILY INJURY(Per person) $ ALL OWNED SCHEDULED AUTOS AUTOS (Per Peraccrdent) $ HIRED AUTOS NON-OWNED PROPERTY DAMAGE $ AUTOS (Per accident) UMBRELLA LIAB OCCUR EACH OCCURRENCE $ EXCESS LIAB CLAIMS-MADE AGGREGATE $ DED RETENTION$ $ WORKERS COMPENSATION PER OTH- AND EMPLOYERS'LIABILITY YIN STATUTE ER ANY PROPRIETORn/PARTNER/EXECUTIVE E L EACH ACCIDENT OFFICER/MEMBER EXCLUDED? N I A (Mandatory In NH) E L DISEASE-EA EMPLOYEE $ If yes,descnbe under DESCRIPTION OF OPERATIONS below E L DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached If more space Is required) CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Town of Southold ACCORDANCE WITH THE POLICY PROVISIONS. 54375 Main Rd PO Box 1179 AUTHORIZED REPRESENTATIVE Southold,NY 11971 0— r4 ©1988-2014 ACORD CORPORATION. All rights reserved. ACORD 25(2014/01) The ACORD name and logo are registered marks of ACORD STATE OF NEW YORK WORKER'S COMPENSATION BOARD CERTIFICATE OF INSURANCE COVERAGE UNDER THE NYS DISABILITY BENEFITS LAW PART 1.To be completed by Disability Benefits Carrier or Licensed Insurance Agent of that Carrier la.Legal Name and Address of Insured(Use street address only) lb.Business Telephone Number of Insured EASTERN ENERGY SYSTEMS INC. 631-807-6515 lc.NYS Unemployment Insurance Employer Registration Number of Insured 7470 SOUND AVENUE 1d.Federal Employer Identification Number of Insured MATTITUCK, NY 11952 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"la": TOWN OF SOUTHOLD DBL254520 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 perjury,I certify that I am an authorized representative or licensed agent of the insurance carrier referenced above and that the named insured has NYS Disability Benefits insurance coverage as described above. Date Signed 6/3/2015 By 0 /id •9 (Signature of insurance carrier's authorized representative or NYS Licensed Insurance Agent of that insurance carrier) Telephone Number 516-829-8100 Title Chief Executive Officer IMPORTANT:If box"4a"is checked,and this form is signed by the insurance carrier's authorized representative or NYS Licensed Insurance Agent of that carrier,this certificate is COMPLETE.Mail it directly to the certificate holder. If box"4b"is checked,this certificate is NOT COMPLETE for the purposes of Section 220,Subd.8 of the Disability Benefits Law. It must be mailed for completion to the Worker's Compensation Board,DB Plans Acceptance Unit,328 State Street,Schenectady,NY 12305. PART 2.To be completed by NYS Worker's Compensation Board (Only if box"4b"of Part 1 has been checked) State of New York Worker's Compensation Board According to information maintained by the NYS Worker's Compensation Board,the above-named employer has complied with the NYS Disability Benefits Law with respect to all of his/her employees. Date Signed By (Signature of NYS Worker's Compensation Board Employee) Telephone Number Title Please Note:Only insurance carriers licensed to write NYS Disability Benefits insurance policies and NYS Licensed Insurance Agents of those insurance carriers are authorized to issue Form DB-120.1.Insurance brokers are NOT authorized to issue this form. DB-120.1 (12-13) Additional Instructions for Form DB-120.1 By signing this form,the insurance carrier identified in Box"3"on this form is certifying that it is insuring the business referenced in Box"la"for disability benefits under the New York State Disability Benefits Law.The insurance carrier or its licensed agent will send this Certificate of Insurance to the entity listed as the certificate holder in Box"2".This certificate is valid 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 NYSIF New York State Insurance Fund Workers'Compensation&Disability Benefits Specialists Since 1914 8 CORPORATE CENTER DR,3RD FLR,MELVILLE,NEW YORK 11747-3129 Phone'(631)756-4300 CERTIFICATE OF WORKERS' COMPENSATION INSURANCE A A A A A A 204209085 EASTERN ENERGY SYSTEMS INC 7470 SOUND AVENUE MATTITUCK NY 11952 POLICYHOLDER CERTIFICATE HOLDER EASTERN ENERGY SYSTEMS INC TOWN OF SOUTHOLD 7470 SOUND AVENUE 54375 MAIN RD. MATTITUCK NY 11952 PO BOX 1179 SOUTHOLD NY 11971 POLICY NUMBER CERTIFICATE NUMBER PERIOD COVERED BY THIS CERTIFICATE DATE 11455 663-3 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/cert/certval.asp or by calling(888)875-5790 VALIDATION NUMBER:750453194 U-26.3 • ‘Ce-- ELECTRICAL INSPECTION REQUIRED APPROVED AS NOTED DATE: ; /_ I .P.#,__.._ FEE: it r BY: _ 40 NOTIFY BUILDING DEPARTM , AT 765-1802 8 AM TO 4 PM FOR THE FOLLOWING INSPECTIONS: RETAIN STORM WATER RUNOFF 1. FOUNDATION - TWO REQUIRED PURSUANT TO CHAPTER 236 FOR POURED CONCRETE OF THE TOWN CODE. 2. ROUGH - FRAMING & PLUMBING 3. INSULATION 4. ANAL - CONSTRUCTION MUST _ BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW YORI< STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. COMPLY WITH ALL CODES OF NEW YORK STATE & TOWN CODES AS REQUIRED AND CONDITIONS OF 56tITH 69IOL-PG W ANNKBOA P SO 'OWITTRUSTE€3- NIS_DEC OCCUPANCY OR USE IS UNLAWFUL WITHOUT CERTIFICATE OF OCCUPANCY -LUIGI CLAUDIO SCIANDRA, P.E. 5 Wesleyan Court•Smithtown, NY 11787-3011 • (631)543-2953-fax(631)543-1526 E-mail:Ics4d@aol.com Saturday, November 28, 2015 Eastern Energy Systems 7470 Sound Avenue Mattituck, New York 11952 Tel. 631-779-4004 Attn.: Mr. Mike Lawton Engineer/Project Manager Re: Thirty(30) 315 W P.V. Roof Top Solar Panel Array, 9.45 kW Total Output,for Beebe Residence—24925 Main Road 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 VisitNerification prepared by E2Sys representative identifying specific site information including size and spacing of rafters for the existing roof. • Design drawings of the proposed system to include site plan, roof plan, mounting details for the solar panels.This information was prepared by E2Sys and will be utilized for approval by the Town of Southold and for construction of the proposed system. Based on the above documentation, I have evaluated the structural capacity of the existing system to support the additional loads imposed by the solar panel arrays and offer the following comments: The existing roof type is provided with asphalt shingles,'/"plywood decking,2"x6"Douglas Fir rafters at 16" on center, 2"x6" Douglas Fir ceiling joists at 16"on center,with 24°roof pitch for array #1. Our review of the photos of the exterior roof indicates no signs of settlement or misalignment caused by overstressed underlying structural members. Structural Analysis: The structural analysis has been carried out using the following design criteria: Design wind speed (3 sec. gust): 120 mph Ground snow load: 20 lbs/sq. ft. Solar Array# 1, Dead Load: 2.6 lbs/sq. ft. Total Weight of Array#1: 1396.00 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 supportthe additional loading imposed by the solar panel arrays. This evaluatiqn 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, A# 1 uigi laudio Sci H dra, P. E. �CQ ' Of NEW y0 5 J`G,p SCt4 V 9 2Ac6 069930 e`2 A'0FEss10NPA, 2 SCOPE OF WORK DESIGN&DRAFTING BY. • , .! 1 JAMIE MINNICK hIASCEP 12ICERTIFIED TO INSTALL A 9,450 KW SOLAR PHOTOVOLTAIC (PV) SYSTEM AT THE t°'� D5tit2 19 BEEBE RESIDENCE, LOCATED AT 24925 MAIN ROAD, CUTCHOGUE, NY 11935. v I THE POWER GENERATED BY THE PV SYSTEM WILL BE INTERCONNECTED _ t REVISIONS WITH THE UTILITY GRID THROUGH THE EXISTING ELECTRICAL SERVICE EQUIPMENT. - ' THE PV SYSTEM DOES NOT INCLUDE STORAGE BATTERIES. J '?' DESCRIPTION DATE REV SYSTEM RATING I - ORIGINAL 11-04-2015 9.450 kW DC STC .r , 6.900 kW DC PTC i ':N,,, P'' ----' - - —`— �24;125 Pain Rd �.,, '; �.� _ EQUIPMENT SUMMARY _, ,), • `-- / ,� �� of NEyoR t . `, • f , 30 LG 315N1C-G4 PV MODULES co C.SCI 'i �f I SOLAR EDGE SE7600A-US INVERTER J� OSP v/' CONTRACTOR I IRONRIDGE XRI000 MOUNTING SYSTEM v 9 0 3 SHEET INDEX �iriri.,� Of N• + �.1 , PV-1 COVER % 060935-' NO` ' f'PV-2 S'ATE PLAN liti, p ,�- , 74S0LAR UNIVERSE 70 SOUND AVE PV-3 ROOF PV LAYOUT ROFESSiONP PV-4 STRUCTURAL! DETAILS & SECTIONS , r MATTITUCK, NY 11952 r' LICENSE # 43889 H GOVERNING CODES Gao lc earth r w+ ,.- lin iny0,1. ViP/1:1S ,r,-iNr15s5"ra J.,en,.1,A.w rl,r J1li 45.i.al iGS,II0 PROJECT PV, ,.. 2011 NATIONAL ELECTRICAL CODE 2010 RESIDENTIAL BUILDING CODE OF NEW YORK STATE LOCO OSHA 29 CFR 910.269 LABORATORIESUNDERWRITERS CUL) STANDARDSPROJ111/4 ECT LOCATIONGENERAL NOTES W M ' U Q " / k W 1. CONTRACTOR SHALL CHECK AND VERIFY ALL CONDITIONS Q z AT THE SITE PRIOR TO STARTING TO WORK AND SHALL Q 1.24925 Main Rd I FAMILIARIZE HIMSELF WITH THE INTENT OF THESE PLANS 24925 Main ad. AND MAKE WORK AGREE THE SAME. cumnoguo NY 11935-1387 2. CONTRACTOR OR OWNER SHALL OBTAIN ALL REQUIRED R -�,? � 2D APPROVALS, PERMITS, CERTIFICATES OF OCCUPANCY, ''ham` o INSPECTION APPROVALS, ETC., FOR WORK PERFORMED 10,CONTRACTORCTOR'S TO EFFECT AND MAINTAIN INSURANCE, I.E. • p W FROM AGENCIES HAVING JURISDICTION THEREOF, IF CONTRACTOR S LIABILITY, WORKMAN'S COMPENSATION, CO N o REQUIRED. COMPLETED OPERATION, ETC. ADEQUATE FOR THE y'- 3, ALL WORK SHALL CONFORM TO CONSTRUCTION CODE PURPOSES OP THIS PROJECT AND FURNISH PROOF OF W 0 SAME PRIOR TO COMMENCING WITH WORK. W '4' 2 AND ALL RULES AND REGULATIONS OF THE RESPONSIBLE 11. EACH SUBCONTRACTOR SHALL BE RESPONSIBLE FOR ''.., = r m N JURISDICTION. MAINTAINING SAFETY ON THE JOB SITE DURING THE 4. IF IN THE COURSE OF CONSTRUCTION A CONDITION �` a�`' ; ! (� EXISTS WHICH DISAGREES WITH THAT AS ON CONSTRUCTION PHASE TO COMPLY WITH THE REGULATIONS ,�'° LL THESE PLANS, THE CONTRACTORRESS SHALL INDICATED WORK AND AND REQUIREMENTS OF THE OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION. THIS SHALL INCLUDE, BUT ARE I NOTIFY THE ENGINEER. SHOULD HE FAIL TO FOLLOW THIS NOT LIMITED TO: PROVIDING FOR ADEQUATE AND PROPER JD r — PROCEDURE AND CONTINUE WITH THE WORK, HE SHALL - 0 - $3FIEET NAME ASSUME ALL RESPONSIBILITY AND LIABILITY THEREFROM BRACING, SAFETY RAILINGS AND SECURE FOOTINGS FOR 5. ALL STRUCTURAL STEEL SHALL BE A-36 AND SHALL BE ALL TEMPORARY SCAFFOLDING, STAIRS, ETC.. AS WELL AS . F " PERMANENT CONSTRUCTION, COVER FABRICATED AND INSTALLED AS PER LATEST A.I.S.0 12, FIGURED DIMENSIONS SHALL GOVERN. DO NOT SCALE a-" `'O V`R SPECIFICATIONS. DRAWINGS, WHERE DIMENSIONS ARE ESTABLISHED BY "0. _ 6. ALL ELECTRICAL WORK SHALL BE BOARD OF FIRE EXISTING CONDITIONS. EACH CONTRACTOR SHALL VERIFY S ��� UNDERWRITERS APPROVED AND IN ACCORDANCE WITH EXISTING CONDITIONS PRIOR TO ORDERING MATERIALS AND ..a N.E.C. & NYS CODES & REGULATIONS COMMENCING WITH WORK. 7' s bRAaMNG SCALE 7. ANY DEVIATION FROM THESE PLANS WITHOUT THE 13, CONTRACTOR TO REMOVE ALL DEBRIS CREATED EY THIS 1 _, WRITTEN CONSENT OF THE ENGINEER WILL NEGATE THE WORK. FROM THE SITE AND DISPOSE OF IN A LEGALAL • g ENGINEERS CERTIFICATIONOF THESE PLANS. MANNER ON A WEEKLY BASIS OR SOONER IF CONDITIONS _ '} N.T.S. 8. THESE DRAWINGS AS INSTRUCMENTS OF SERVICE ARE WARRANT. - AND SHALL REMAIN THE PROPERTY OF THE ENGINEER 14, AT THE COMPLETION OF WORK, THE SITE TO BE Nvl�fe, fn,r�n EXECUTED OR NOT. THEARE NOT TO BE USED ON ANY CLEARED OF ALL DEBRIS AND EXCESS MATERIAU S. THE ? SHEET NUMBER� WHETHER THE PROJECT FOR WHICH THEY ARE MADE IS E PROJECTS OR EXTENSIONSO TO THIS PROJECT FACILITY IS TO BE LEFT BROOM CLEAN AND WORK IS TO BE 9.OTHER CONTRACTOR SHALL CT, PATCH AND REPAIR ALL COMPLETED TO THE TOTAL SATISFACTION OF THE OWNER AERIAL VIEW PV-1 EXISTING WORK ADJACENT TO HIS WORK, OR DAMAGED AS PRIOR TO RELEASE OF FINAL PAYMENT. RESULT OF HIS WORK. ‘ . . \� 1( DESIGN&DRAFTING BY: \ �` _ JAMIE MINNICK \\ /_ NAB(CEP CERTIFIED y 051112"129.,. ., t` ! EVISIONS // � �� R��F New I.0,? DESCRIPTION GATE REV y'CP (Ag SCIA ORIGINAL 11-04-201S , r ,f, /. r If / I aI 1` '�riii. '`I6' ` % i. ' of ZS�O 060935-A , .,L AR�FEssIoNPy � �t.. \ CONTRACTOR / -�, , -- 1, LEGEND i N7 EXISTING UTILITY METER ' J /�\\ MAIN SERVICE PANEL ��� NEvV PV SUBNWANELS A/C DISCONMECT CON$1NER , SOLAR UNIVERSE INVERTERS f,__/ , � �, GNDELECTRtwE r' 7470 SOUND AVE \\ - '•;{PV MODULE MATTITUCK, NY 1195 2 1141111111111 . ' iic J I �-PACKING RAID LICENSE # 4388 9 H 1� i i ' 11` / /t�\ 7' I w0 ATTACHMENT POINT .a ,.,�� / I / t r Pk�JECT NAME RAFTERS �8--ROOF PITCH ANGLE ESJNPUN METER j M VENT W p {�+-���� e� ti/PLUMBING VENT • z ® '� Ein SKY LIGHT GI 1 1 k'CHIMNEY Q Z ..-.-y COMPOGLES z �':;p-j,GOOD CONOfIIION _ 0 TR M REMOVE AS NE"`CES ES�Y W < WW WLnO CV = 1 16' Wd- 0 pp N D U (BIMSHEET NAME- / 51"-10" / SITE PLAN DIR IVEWAY ki' °° 1 2 DRAWING SCALE :06 06 o N.T.S. SWEET NUMBER 7.Y4 Ap, CONSTRUCTION NOTES O f`Soo 4, '00 1.ji ALL EQUIPMENT SHALL BE INSTAILLED IN ACCORDANCE WITH THEcomarealonmigoolemommialotemor MANUFACTURER'S INSTAILLATION9INSTRUCTIONS. 2.)ALL OUTDOOR EQUIPMENT SHALL BE RAINT1GHT WITH MINIMUM NEMA 3R RATING. P V 2 3.1 ALL LOCATIONS ARE APPROXIMATE AND REQUIRE FIELD VERIFICATION. • DESIGN(&DRAPING BY: __ JAMIE MINNICK NASCEP CERTIFIED �� OF NEVV I'O 051112-12 9 ��� SCM �� v` O�9 REVISIONS �� DESCRIPTION DATE REV jOi'i,,,:0,tvff,' Ili 3' 1l I I� ORIGINAL 11-04-2015 li m2�Ft"' i �=' � ` a ceosssA. a i - rt AA,. R ,OFESSIO,P LEGEND r' EXISTING URILrTY METER �L�•q MAIN SERVICE PANEL - -.. .-..•.-,•.. . _ „ Nl • lei NEW PV SU5-PANED CONTRACiTOR ISIIWS�GGGGYYYY A/C DISCONNECT COMBINER: INVERTERS .e'' GND ELECTRODE '•- n'V MODULI: all -�•RACKING RAIL 0 ATTACHMEIIIT POINT SOLAR UNIVERSE ---RAFTERS ' 7470 SOUND AVE 4—ROOF PITCH ANGLE MATTITUCK, NY 11952 BsUNRUN M6.1 LH NOTE: ARRAY #1 +. LICENSE # 43889 H O. VENT 1 30 MODULES 1..SPACING BETWEEN PV MODULES TYP. . PLUMBING VENT 24°PITCH mailimisammilliesmaxnes PROJECT NAME �pVVa� DIMENSIONS ARE FROM EDGE OF PV MODULES 142°AZIMUTH L�JSKY Law TO EDGE OF ROOF SHINGLES TYP. �/ `hotCHUANEY // //////////////J///////// r MI COMPOSIT SHINGLL"S \ 1 .r/ _ // _. ..: / / //// 18' FIRE SETBACK.,.C 'RIDGE���j �j�j Cr) GOOD CONDITION P /' .fes /// /j.:._ �r ... .y.�. Q (TRIM/REMOVE AS NECESSARY j+� I I I I I t I. P POTENTIAL SHADING ISSUES ■■■■■ I ■■�■ I n � I , m ■ '�Uiuiliiii.J, 11i1 111ii11� iiN II X111 _ _ i W Q w 1�1 1I _1111 1.p n11 1 10 DLII .. II _ __ __ ® ISI IIftMUEIIHUIUNIIHIUIIIIL_IIUI• I -I Mcl a■■a■■ ■ aaaa�■�■■-■ II■■I ■■ a�■■a■ —■ ■ X111I a 1UL, a■aa- a■■�, U�awI II ORM=t _ I d (, •� I 1--- I I I — I I I I — 1 I 1 I I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 mNH.� 424 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 11 1 1 1 1 1 1 U 1 1. . .m- 1 1 1 ,I_.. 1._ -1. 1 1..:. .1. _1 11 ...1 I . I I 1.._ .1- 1 1 _ I . . I .....1 I., I 11 I I Y -- SHEET NAME 1'-1i" I 49'-72' ROOF DETAIL CONSTRUCTION SUMMARY 01 __ 00 DRAWING SCALE 430) LG315 NEON( 60 PV MODULES, 9.450 kW DC STC 0. , 4 1) SOLAREDGE SE7600A-US INVERTER N.T.S. 444) ATTACHMENIT POINTS © 64" OC MAX. gyp, Q t,,Q 4204) LF IRONRIDGE XR1000 MOUNTING SYSTEMCONSTRUCTION NOTES _, (ROOF TYPE = ASPHALT SHINGLE 61Oo 7,5% ?e,7Qo �‹.• 1.) ALL EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE WITH THE SWffET NUMBER ROOF/ARRAY #1- PITON: 24°, AZIMUTH: 142° MANUFACTURER'S INSTALLATION INSTRUCTIONS. ROOF STRUCTURE = 2X6 DOUGLAS FIR RAFTERS @16 O.C. 2!.) ALL OUTDOOR EQUIPMENT SHALL BE RAINTIGHI WITH MINIMUM NEMA 3R RATING. PV-3 3.) ALL LOCATIONS ARE APPROXIMATE AND REQUIRE FIELD VERIFICATION. m ....- .._ , . .. :.:_,.. -r:- .,,.,. ...... .., .,. m®.... , t - Exuaitallowliteasosivenallsmstoslinw • L•OAD"CALCULATIONS ARRAY #1 ITEM DESCRIPTION ARRAY #1 DeemaN&DRAFTING BY. Module WWitlht . 37.48 Lbs (R) Rafter 2x6 D-FIR@16"0.C. JAMIE P INNICK # of Mod4les _.30 (D) Decking 1/2" PLYWOOD _ NABCEP dr RTIFIED Total Module Weight 1124.40 Lbs_ PSE OF NEW y04, (C) Collar Tie _ N/A 051112- Total Total Length of Rail ,204.00 Ft c \G\O.SOL% (J) Joist 2x6 D-FIR,@16"O.C. Rail Weight per Foot 0.9 Lbs O I) i (P) Pitch 24 REVISIONS Total Rails Weight 183.60 Lbs v ••• 4./:,„ (V) Height _ 57 1/2" ,{ DESCRIPTION DATE 1 hof Standoffs 44 * cieif" t 1lC (H) Span Width 176" ORIGINAL li•oa-zols ■ Weight per standoff 2 Lbs r ►� I�_ _ - X ,',� �, '. .mss=+-r l/ Total Standoff Weight 88.00 Lbs , i� _ 4MI Total Array Weight 1396.00 Lbs + Point Load 25 Lbs ` 0 X6093e- 0- (R ) —s. • =1Total Array Ares 540 Sq Ft AROPEsSION �\ Array Dead Load 2.6Lbs/Sq Ft � (D ) --\ \ As per ASCD Method 1: 0 (fig 6-2)---#* al •- I, P net =d Kzt I Pnet30 (eq 6-2) Kzt (sec 6.5.7) 1 net to a 6-3) # "` CLIMACTIC AND Ground Wind Speed Live load, Point Max fastener �� �� -. CONTRACTOR GEOGRAPHIC DESIGN Category Snow Load 3 Sec gust pnett30 per pullout load Fastemer Type spacing along CRITERIA Pg mph ASCU, paf lb. rads, in. A # 20 120 # 468 5/16" x 6" Stainless Steel 13 # TYP, TYP, # TYP. Lag Bolts # 64" � � __ _,444e ,•, � �� Roof Section # A P SOLAR UNIVERSE # —_--- ` � 7470 SOUND AVE /_,.. /. .. MATTITUCK, NY 11952 J/ ,��� LICENSE # 43889 H C TABLE RR341.2(1 d�.� -� ` �' ' CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA _ ^__ �' ° FPROJEG'i ARE WIND SUSUEC1`,TO DAMAGE FROM _ ®� t / 1.11 GROUND' SPEED D FROST ill J / 0) i SNOW 3 SEC. SEISMIC LINE b ICE SHIELD. LLQ ® dl 0 ., LOAD GUST DESIGN DEPTH UNDERLAYMENT FLOOD Z O (PSF) (MPH) GAIL-GOP)"WEATHERIN (FT-IN) TERMITE° REQUIRED° HAZARDr ROOF FRAMING DETAIL W CC >- IIII0 Z MODERATE u SCALE: 1�'2" = 1' 0" 20 120 C SEVERE 3'-0" TO HEAVY YES NO VJ For SI:1 pound per square foot=O.0479 kN/m2,11 mile per hour=1.609 km/'h cc < W 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 in O "moderate'or"severe"))for concrete as determined from the Weathering Probability Map[Figure R301 2(3)].The Ca (OII = grade of Masonry units shall be determined from ASTM C 34,C 55,C 62,C 73,C 90,C 129,C 216 or C 652. W Crl ` 1 MODULE NOUN PING CLIP l D b. The frost line depth may require deeper footings than indicated in Figure R403.1(1).The jurisdiction shall fill in the SOLAR MODULE (V r frost line depth column with the minimum depth of footing below finish grade. STAINLESS STEEL Ara•• �' CO D OE LT AND NUT � n c. Thejurisdiotion shall fill in this part of the table to iuldicate the need for protection depending on whether there has .4' \y � ' -� Y-- ' 0 been history of local subterranean termite damage, e?"y"' AWMINUM°L^BRAOKET �' ALUMINUPA R ',m ASNIN d The jurisdiction shall fill in this part of the table with the wind speed from the basic wind speed map[Figure ; ..:_ SHEET NAME R301.2(4)].Wind exposure category shall be determined on a site-specific basis in accordance with Section �. ?"..,` ALUMINUM R301.2.1.4. r I � CKMOUNT STRUCTURAL e. The jurisdilotion shall fill in this part of the table with the Seismic Design Category determined from Section Y-" I z x 6 F6AFTER R361.2,2.1, !, I ,-� ASPHALT SIHINGLE ROOF—' _ 5/16"x 6"STAINLESS SEtL LAG N f. The jurisdiction shall fill in this part of the table with (a)the date of the Jth isdiction's entry into the National Flood /---e, -zfit z"MIN ThOLT REAO YvJTH Insurance Program(dare of adoption of the first code or ordinance for management of flood hazard areas),(b)the ✓ PENETRATION SEALED 01RAwIr4 i SCALE date(s)of the currently effective FIRM and IEBFM, or other flood hazard map adopted by the community,as may be to wlTw GEoc L 4500 amended. AS NOTED g In eccordahce with Sections P.905.2.7 1, RW5.4.3,1,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' hall fill in this',part of the - ' tablb with"YES."Otherwise,the jurisdiction shall fill in this part of the table with"NO:" aI SHEET NUMBER i. The ground snow loads to be used in determining The design snow loads for roofs are given in Figure R301.2(5)for MOUNTING DETAIL PV-4 sites at elevations up to 1000 feet.Sites at elevations above 10100 feet shall have their ground snow load increased -- -- from the mapped value by 2 psf for every 100 feet above 1000 feet. SCALE: 1 1/2' 1'-O." ' t i i _i ill I ' I C. 1. ,I7 IXi, Innovation for 1 Life's,Good a'Better Life 'i+I , i • - 1 . , I Y�l f, ft zz i • ` 'J 1 e T. x• x r a i F � — '14 • 7 - i- l --- r`—r } = • LG e u 2G315NiC'_G'4 LG's new module,LG NeONT"2,adopts Cello technology Cello technology replaces 3 busbars with 12 thin wires APPROVED PRODLCT to enhance power output and reliability LG NeONTM 2v (1� 1 60 Cel demonstrates LG's efforts to increase customer's values l Q�E l 1 e ns �� > �" ear beyond efficiency.It features enhanced warranty,durability, Intertek I 564577 8S EN 6,715 performance under real environment,and aesthetic °i,ctovPodawc1...a es design suitable for roofs. , Enhanced Performance Warrantyfri II ��� r �® High Power Output LG NeON"'2 has an enhancedperformance warranty Compared with previous models,the LG NeON'"'2 � The annual degradation has fallen -0.7%/yr to ! has been designed to significantly enhance its output 111 111111 0.6%/yr Even after 25 years,the cell guarantees 2 4%p • 1 efficiency,thereby making It efficient even in limited space more output than the previous LG NeONT'l modules Aesthetic Roof "0-- Outstanding Durability Mg f""' LG NeON'•'2 has been designed with aesthetics in mind, With its newly reinforced frame design,LG has extended 4�}��� thinner wires that appear all black at a distance I,' the warranty of the LG NeONT'2 for an additional 4444}1111}}}}1111 The product may help increase the value of 2 years Additionally,LG NeON'"'2 can endure a front a property with its modern design load up to 6000 Pa,and a rear load up to 5400,Pa. `,t Ni 6,0.? Better Performance on a Sunny Day• `� ;Dotibl'e-Sideil Cell Structure • a LG NeON'"2 now performs better on sunny days thanks The rear of the tell used in LG NeON'"'2 wilt contribute to 111111 to its improved temperature coeffiaency. omi generation,just like the front the light beam reflected from the rear of the module is reabsorbed to generate a great amount of additional power. • About LG Electronics LG Electronms is a global player wi-n ras been committed to m panding its capacity;eased on sotsr energy busnr_ss as•ts future growth erg,ne We embarked ora solar energy source research program in 1985,supported by LG Groups rich erpenence in semi-conductor LCD,chemistry,and,nater als industry.We successfully released the first Mono K°series to the marker it 2010,which were exported to 32 ccuntney in the following 2 years,thereafter In 2013 LG NeOi"(prewausly known Ps Mono l( NeCN)won"Intersolar Awan!",cthich proved LG is the leader of renovation it the industry l • LG N0 ,',2 LG315N1G=G¢ Mechanical Properties, Electrical'Properties(STC*)' ,Celts - 6-x 10 Module Type 315 W Cell Vendor LG MPP Voltage(Vmpp) 33.2 Cell Type Monocrystaliine/hl-type MPP Current(Impp) 9 50 Cell Dimensions ^_ 156 75 x 15675 mm/6 inches Open Circuit Voltage(Voc) 40.6 c of Busbar 12(Multi Wire Busher)4lItt Short Circuit Current(Ise) 10 02 Dimensions(L x Wx I-I) 1640 x 1000 x 40 men Module Efficiency(%) • 19,2 64 57 x 39 37 x 1 57 inch Operating Temperature,(°C) -40--190 Front Load 6000 Pa/125 p<,t) Maximum System Voltage(V) 1000 Rear Load 5400 Pa/113 psf Maximum Series Fuse Rating(A) 20 Weight 17.0±0.5 kg/37.48,-1-1 1 lbs_ Potetef Tolerance(%) 0-*3 Connector Type MC4,,MC4Compatible,IP67 •sic(5tanaardlTetttcoMnwnplradance!000MeV,,ModueTemperature25•C,P115 Junction Box IP67 with 3 Bypass Diodes •The nameplate parer output 5 meaamd ora determ net;by LS Electroracs at no sole amd absolute dscreton `Tile gyral cF.ange m module efFsemcy at 2G0 w/m'-r reatton to 1000 Krim'is-20Y. Length of Cables 2 x 1000 mm/-2 s 39 37 mch Glass Nigh Transmission Tempered Glass Frame Anodized Aluminum Electrical Properties_(NOCT*) Module Type 315 W Certifications and Warranty - - Maximum Power(Pmax) 230 Certifications IEC 61215,IEC 61730-1/-2 MPP Voltage(Vmpp) 30 4 _ IEC 62716(Ammonia Test) _ MPP Current(Impp) 7 58 EC 61701(Salt Mist Corrosion Test) Open Circuit Voltage(Voc) 37,5 ISO 9001 Short Circuit Current(Isc) 8 08 UL 1703 •IOC (Nelvna Cgverarng Ceh Temperature)i x014,00 800 w+rr,arnbvvht te^rpFrattre 20 0 wnd speed 1 tN+ Module Fire Performance(USA) Type 2(UL 1703) _J Fire Rating(for CANADA) Class C(ULC/ORD C1703) _ Dimensions(mm/in) Product Warranty 32 years Output Warranty of Pmax Linear warranty°1:?' — •I):st lea-02-%,2):fter 2n0 yea-0 0%84arua:de,-oda;oe.3)83 6%`or 25yea. „ Temperature Characteristics .—. „,tet, l <1 ..,, . NOCT 46�3°C (1,114^.8 cl Pmpp -0 38%/°C PL. .,a a,vr °,.t ° km: Vac -0 26%/°C- Isc 003 961°C - ;,?;; °� � Characteristic Curves —L- Z • •0001006/J f . 510015/ I CSI/L031 606 60015/ vw nuy ..0p 400,4 ..'..*.1.\ 200 ._� 20051.1 ' , �� w.trm•Mt .b 00 000 sea 10 15.00 2000 2500 3000 3500 '1000 as 00 'c s I E30 a5 a bto 7:-..--.-..'""7':" ...:.................. .......,,.i, . , II'�� ,.I, lI�l111110 Uml�Illl�Ibl�101111111111101 ' e r rrdr i't1 Hillg_ Illlrnll II�It1111�ll!���UWlli�lll�llp .x .00 -25 0 1s so :5 00 'The ontance between•be center of toe mcr.nt'rJ/qm•010)500 M- Norm America Solar Business-Team spec:6edons are subject to mangewithout notice. El PI GILG LG c act-00005 U.S A Inc 0S-N2-60-C-G.F-EN-50327 Lae's Good 1000 Sylval Ave_Ergle v0od Cbffs;N3 07632 'Copyright©2015 LG Electrons All rights reserved. Innovation far a Better Life Contactigseler@lge.conl 01/04/2015 1'•. wn2W I9solarusacom ❑1L... 4 Il), - i t , ill I ' , x,111 'Y t 1 it y, t li t{ pryf s I 3 I t. "�t.. f��yyyyyy • If' ,Ili'14 4,� I I 1 II i✓)� �f1 s',',.1,,, . 1i` lisTs. ! ,. l 9' ,�M111 ti,'It Iii�,, I I'?f , 1 ,� k tl+ ' aiF a 11 Y{ 1 f �fi4solar , + , 14:` i.,,,I ., k 1 r u k' '� 1 b" f fbe+y"- I• IF ' ���° s 4 s xf jr,,, t 31141 -I tf l's:II' A 1 I '14 SolarEdge Single Phase Inverters , ► , ail' },,i11', ,y:3� 1 '`����pI, I ,Y I,l 1l �, �, For North America I i i1' ' ,' I I I p ,i,'1 ^� ,r1. f f'��{ ( ��I 'I'll,f , a5 Jl i��l '�I' '.. 11.+ l �k I 1 1(,1' 1 SE3000A—US / SE3800A—US / SE5000A—US / SE6000A—US ', „' t3 . II ; I, ` ;;'l 1 , 1 ; � f't� I r,� � i!11 t�, Yip{ - d }^] i , . , . , ,1 ,1 , ,I1 „1.11'im,I:I;[g.? ,11 'LI t‘ 1 ',ILI I ,.111(i 1 i ai",i 1, ' I ,, , ,ti's: ;I. 'I - ?``�{1 it �, � �f ' t.ii i li n I, MI 'rl 9'l i i lSx I} II ' I I: I ' Vii` ° . I I I iluYl fl 3 �lri:f11 I I� ll� y 'ly,l'l • V if R Cr i 14 �i i { r I 'f - Ir si �, , (:°`-�oitee t I -1 •.I RI, ,,g1 4_' ] t , Fl ,!#f{ •_�` ���n ��•^o..>, �' P H, l li �I I' ! 1 I I1 11” 111 { t I I I o 25 �� , ., c P' 1,,;',,.;!,i4;',',. .;;;:,'.,r,. t I :I , I.1. Id ,I ' I „ 1a X13�u ' V, {III I.k. , I f;ILy v°, l!I !. I i rI {9;�f#11(+Tf'r 1 1' s'S Walla *=1,-%' ,i Olt', � 1 i �_l f t k�{y,ti t' i r , „ , , „,,,,",,,,, _ a. i e' ll t 54�,F }ql 'i, ,! { ll„. , , ,, ' 44 �T' ` .. i iI ,, ht1 4 J F ,'+ :' ry i♦ 1, ., ,, 1 i 11t I',F k K,, _ I , . ,1 ,'k41 1. !,7 - - ; �9 I' !- I I f:�I�! , ,,Itt f, t ., I,, ,,,,, ,, .,',,,„,,m,,,,,,y,, ' 'li I ISI l ,1,� TljlIs l c . $ i'I' i' ,: %�fii 1,1 � l I.1 '.4 fl IP fd`+ I i� I i I 1 i i 111' , . ;` °�2§,.. l k itI -1 t,,0 �d4,,0 y' :,11.11 i� v it fru :I''' :1' :1 ,': :i'l ' --.---'-• I 1 •,o-I,Li. p. ; i ''' -,., ' ' , 1, .- , iii 'l IP III I I' 1• il!---i ',jilt 17 I �� I f� Y�1, �i `� i k o 444j I a4 f .,, I, l i t F 11f I I I l y - `I- 11 - I 1 I -I 'ff ,01, I .}e 11 �i it' 1' 9 '1, X� 44 71 ,, ' l k. , "� P til C if 1 �+ l �,, 0 1 4{! s ii'lli I r : I f ' 7 , 1 t �LI I 1 I 1 ! F � 31, ; I' „ I `�' ' l 11 I i ; '':i . Vii' ' 1+ t l q ; , , " . I,I if':. �a It.lili� °' 4 �L��"11 i.�' .4,:1 e"F� The best choice for SolarEdge, enabled s „ ' ''' `_i ll, — Integrated arc fault protection (Type 1)for NEC 2011 690.11 compliance(part numbers ending in'"-U")' , , . ;, j;' ,I I , — Superior efficiency(98%) , , { - Small,lightweight and easy to install on provided bracket Built-in module-level monitoring I it 1 I — Internet connection through Ethernet or Wireless I — Outdoor and indoor installation " — Fixed voltage inverter,DC/AC conversion only ,- Pre-assembled AC/DC Safety Switch for faster installation 1 USA - GERMANY - ITALY - FRANCE - JAPAN - CHINA - ISRAEL - AUSTRALIA www.solaredge.us • Oler ® . ® Single Phase Inverters for North America SE3000A—US/SE3800A—US/SE5000A—US / SE6000A—US 1 SE3000A-US SE3800A-US SE5000A-US SE6000A-US OUTPUT' , I Rated AC Power Output 3000 I 3800 I 5000 I 6000 I VA Max.AC Power Output 3300 3800 5200 @ 208V 6000 I VA /5500 @240V,277V AC Output Voltage Min.-Nom.-Max.* ✓ I 1 183-208-229 Vac - AC Output Voltage Min-Nom-Max.* I 211-240-264 Vac AC Output Voltage Min.-Nom.-Max.* - 244-277-294 Vac AC Frequency Min.-Nom.-Max.* I 59.3-60-60.5(with HI country setting 57-60-60.5) I Hz 25 @ 208V/ 16 @ 208V/ 25 @ 240V/ Max Continuous Output Current 14 @ 240V 16 @ 240V 23 @ 240V/ 22 @ 277V A 20 @ 277V GFDI I 1 I A Utility Monitoring,Islanding Protection, Country Configurable Thresholds Yes ; INPUT ; Recommended Max.DC Power**(STC) I 3750 I 4750 I 6250 I 7500 I W Transformer-less,Ungrounded I Yes Max.Input Voltage I 500 I Vdc Nom.DC Input Voltage I 325 @ 208V/350 @ 240V/400 @ 277V I Vdc Max Input Current I 11 I 11.5 I 18 I 18 I Adc Reverse-Polarity Protection I Yes I Ground-Fault Isolation Detection I 600kta Sensitivity I Maximum Inverter Efficiency I 97.8 I 97.7 I 98.3 I 98.3 I 98 @ 240\,877V I 998 @ 277V/ CEC Weighted Efficiency 97.5 98 % Nighttime Power Consumption I <2.5 I W ADDITIONAL FEATURES ' , ! Supported Communication Interfaces RS485,RS232,Ethernet,ZigBee(optional) STANDARD COMPLIANCE i Safety I UL17411 UL1699B(Part numbers ending in"-U"),UL1998,CSA 22.2 I Grid Connection Standards I IEEE1547 I Emissions I FCC part15 class B I INSTALLATION SPECIFICATIONS j AC output conduit size/AWG range I 3/4"minimum/24-6 AWG I DC input conduit size/#of strings/ 3/4"minimum/1-2 strings/24-6 AWG AWG range Dimensions with AC/DC Safety Switch 30.5x12.5x7/775x315x172 30.5x12.5x7.5/775x315x191 in/mm .(HxWxD) Weight with AC/DC Safety Switch I 51.2/23.2 I 54.7/24 7 I lb/kg Cooling I Natural Convection I Noise I <50 I dBA Min.-Max Operating Temperature -13 to+140/-25 to+60(CAN version***-40 to+60) °F/°C Range Protection Rating I NEMA 3R I •For other regional settings please contact SolarEdge support "Limited to 125%for locations where the yearly average high temperature is above 77QF/25uC For detailed information,refer to http//wwwsolaredge us/files/pdfs/inverter dc oversizing guide pdf ""CAN P/Ns are eligible for the Ontario FIT and microFlT T__ �_________— ______ ______,_ ________T__� t r , , I t ( s I i . . (r� II' SUU•EF_S Ro H S !, r I . r �[� ' • a ' ► :)erri•^ 11 (�, , , I t r 'il.ia ,,I , 44 i y }�''I I , O SmarLL1lgo Techno)o�res Inc,Ail right resIry d.SOL (2ED�E,the olarEdgeSto o,ATI Lv'IZED BY SOLARE GE I I fi 1 �re tradeii?larks 2v.egisterJdlt`ademirks,o7 Solt Edge Technol9gle Inc.Ali rther tradelks mentioned herein 1 I Iare I[radeh1arks of tflelr`respechve ow erti Dat:.1.0/20(13..V.01.Stbject to hange without notice. 1 ,i - IRONRIDGE Roof Mount System -__ ,FIRJ,'' --- --- -- — – --- __________ XR10 Rail XR100 Rail XR1000 Rail Internal Splices"; Fit t r r,'LI!t A low-profile mounting rail The ultimate residential A heavyweight mounting All rails use internal splices _ • `; 1. for regions with light snow solar mounting rail rail for commercial projects for seamless connections - _ u.1±_" A • 5' spanning capability • 8'spanning capability • 12'spanning capability • Sell-lapping screws FFF`_;`;"- •• Moderate load capability • Heavy load capability • Extreme load capability • Varying versions for rails Clear anodized finish • Clear&black anod finish • Clear anodized finish • Grounding Straps offered 11•.' ''• _ T - I --- i',tt,iCimir•riHr — — — - ---- — -----" - , _ FlashFoot Slotted L-Feet Standoffs Tilt Legs :11 1 i)1 r_T p x ,,{{ `-i_ - 1t 4 111' f, 4•i - - :_,- -- Anchor.flash,and mount Drop-in design for rapid rail Raise flush or tilted Tilt assembly to desired with all-in-one attachments. attachment. systems to various heights, angle,up to 45 degrees • Ships with all hardware • High-friction serrated face • Works with vent flashing •Attaches directly to rail • IBC&IRC 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 3;iltf fol soh;'S ti,ltijil.:`Sf r0ofti --- Clamps&G,ouiidrrn -- ----- — - - IronRidge builds the strongest roof mounting system in solar.Every component has been tested to the limit and proven in extreme environments. End Clamps Grounding Mid Clamps r T-Bolt Grounding Lugs f`'i Accessories Our rigorous approach has led to unique structural features.such as curved rails and reinforced flashings,and - is also why our products are fully certified,code compliant and backed by a 20-year warrantyy1} 1 ,.I 0 i L 4 -. j Strength Tested I 'Tr-1 PE Certified -_:"a-» „ ( ��, _'�>_ L1 �.- _ v _ jLfi`"''}1 All components evaluated for superior .r`;•;:' ' I Pre-stamped engineering letters Slide in clamps and secure Attach and ground modules Ground system using the Provide a finished and , -__.7.-1 structural performance. 'ry 1 available in most stales modules at ends of rails in the middle of the rail rail's top slot. organized look for rails • Mill finish&black anod. • Parallel bonding T-bolt • Easy top-slot mounting • Snap-in Wire Clips Class A Fire Rating -- ' Design Software • Sizes from 1 22"to 2 3" • Reusable up to 10 times • Eliminates pre-drilling • Perfected End Caps f ,i,'r (in ,i_,1 • Optional Under Clamps • Mill&black stainless • Swivels in any direction • UV-protected polymer ' ii.i Certified to maintain the fire resistance 1]..:1-71_-:!,� Online toolgenerates a complete bill of i t__, f . I P . l__) rating of the existing root '-2_17:_; materials in minutes -- t=rrc^esuan„r.3 - ------ - ------- . — —_____ _ _ Design Assistant I �a"t NABCEPCel tilled Training `�� i Integrated Grounding i 20 Year Warranty r - �I Go from rough layout to fully v r•"'w Earn free continuing education credits. I(1-:-=---I i` J',..\1",'.,.:'.)) t engineered system.For tree. 4 t _/ while leamuuj more about our systems. ,• r_., 1 UL 2703 system eg comptes separate I I Twice the protection offered by Ga Ia IralRldq?cc„Jrio V a Go to Ircnft dye.camnram.mi -_.-_ .1 module grounding components fv:",_i compeLtors. r I_ ._-.... __. _-- .'__._.____ _ _.... _.__- –.__ 1 -1,,..-,,:i�)7,•.7,,-,-.,,,:i.,..).!,1-_,,Jw,.iyl_Y1_1+`7� --'r`_ T:� 1,r'-...—..._._.,_�..- lir`o�•'1�,," _' i,-Tkigr1l JIltertek AUTHORIZATION TO MARK . Installation Overview k Install Roof Attachments • •Install appropriate root flashing and/or standoff for roof type. This authorizes the application of the Certification Merkis)shown below to the models,described In the Products) •Attach L-Feet to flashing or standoff. - Covered section when made in accordance with the'conditions set forth in the Certification Agreement and Listing Report.This authorization also applies to multiply listen modol(s)Identified on Ilio correlation page of the Luting Report "..1 Prepare Rail Connections I - T + Ca,}y This document Is the properly of Intertek Tesrng Services and is not transferable The certification mark(s)may be •Insert splice into first rail,then secure with Grounding _` applied only at the location of the Party Aulhonzed To Apply Mark , P Strap and self-drilling screw. I Applicant. IronRtdge,Inc Manufacturer, IronRtdge,Inc •Slide second rail over splice,then secure with,opposite end of } - 1495 Zephyr Avo 1435 Beectilel Road -) Address. Hayward,CA 94544 Address Willits.CA 95490 Grounding Strap and self-drilling screw _, '1 Country: USA Country USA Contact Yann Schwarz Contact. Jim Norsworthy Phone (800)227-9523 Phone. (600)227-9523 F�+1 Mount&Ground Rails I-"- ""`-- ,. (510)225-0973 FAX. (707)459.1833 FAX. (707)459-1933 •Attach rails to L-Feet and level rails � _ c,,- i Email: yschwarzuironndge corn Entail. jnorsworthy&rnnndyo corn - _ , . t •Install one Grounding Lug per row of modules. I - - j I Party Authorized To Apply Mark Same as Manufacturer I � 4rt `- Report Issuing Office. Lake Forest.CA CO. ti7lsiP. - .C.k.a r - •Connect Grounding Lug to grounding conductor Control Number. 4007559 Aulttoriied by - for Monies J_Patterso_n_,Certification Manager ERLCLASSIRm t:Tj Install Modules&Clamps LV( •Install first module using End Clamps and Grounding Mid Clamps. _ •'Install additional modules using Grounding Mid Clamps. .1, - _ Intertek Finish row with a second pair of End Clamps This document supersedes all proclaim Authorizations to Mark ler the noted Report Number a.ti lot v.4 vc,.s to usA„bwlnCteta ua 4:po,lia1[.,wants a*Geniraaoi prcm a rn,.enn a'vda,*M i,Unrl tr.,I,aopeln.t-N/4.4 aA,yaa tot,t114 MIcVa.Pa4K0>ao"'vntitutbV 11.4,41 now,.MMot,ba»tt,t,omv vwn to M CNV to anonWva n.hva4,4444,...M1M dot 14,444»,44 cap o-cub-aa a.wa�wtotia.ono,\,,as aClerna,,n„.„pob�aa: 144IradanAan ,e,s,a4aa,,,,,m.,a.,r,,Notbkrt,a.w r4,try*4 Testing&Certification a,pavNlw114d cul b 9va4ppolol and ot.Aurotomn to Mott Any nom/dolt dv'a Fad.,tome tt t vNo a ne,KwnartolttOtt ocitt trarGt 4,4440 e4 Ipso mtot ANMvpy.,.prpyq crape.444tra.,A.:cauor..,nb1,4,4 uttSpica o tb:M ps{eaevl.van,+l a--r,-�ray Mato C:r.Kenn non Y, <v,.O,vo ma mount i-a Module Frame Compatibility e-,.vim pm. ama,aan�at�,,,a,b,agar� 442 QM Baa„per, The IronRtdge Integrated Grounding - Intertek Testing Servlccs NA Inc System has been tested and certified to FT Dimension I Range _- 5.15 Cast Algonquin Road,Mingles Heights,IL 60005 UL 2703 by Intertek Group plc - Telephono0J0-345-3851or047-139-5667 Fax312-203-1672 A I 310mm-51.0mm UL 2703 is a proposed UL standard " B 15 OBmm(mmimufn) Standard(s). UL Subject 2703 Outline of Investigation for Flack Mounting Systems and Clamping Devices for Flat-Plate P P Photovoltaic Modules and Panels,Issue Number 1,October 4,2010 for evaluating solar module mountingL) Any module frames whose parameters are not listed the e Product AR Rails With Integrated Grounding and clamping devices.It ensures these provided table have not beenmuted for compatibility Brnud Nemo N/A __ _ devices will maintain strong electrical and , Ie Models• 51-61GO.005.51.61GD-0038,51-5000-001.aret 51-65-001 mechanical connections over an extended period of time in extreme outdoor The Grounding Clamp has proven robust in grounding 60-cell and environments 72-cell solar module frames with box construction and a range of anodization thicknesses. The testing process closely mirrors that All solar modules listed to UL 1703 and with frame construction of UL 1703,the solar module testing within the parameters stated above are compatible with the standard,including temperature and t IronRtdge Integrated Grounding System. humidity cycling,electrical and mechanical load testing,and manufacturing quality it) G4:ic,irar:ridxle.corn/tcf reviews I ATM for Report 101541 I32LAX-002 Page I of 3 ATM Issued 10-Nov-2014 to l411611.44 iJtll•N gayrx __ ...- _- .-._—...-27__2_._,4_._._1:_ .-...—+.----_.a._ ..—___ _.....__4. .._.._../.sem%s.___'...>l._.._-.i • -: . IRONRI®GE XR Rail Family 1 SU__ Starling Madison Lofquist, Inc, I r,,r,u}rr g j•rucrural and rnron+lr 14,7:,,,,e,, , Sala.is Not.Always Suntny 5224 South 39'h Street,Phoenix,Arizona 85040 /('' '''. 1 tel:(602)-438-2500 fax:(602)438-2505 www.smleng.com s`t'"r"ut„ Over their lifetime,solar panels experience countless 7,,,x4,4,^ t,,'>,2,'%, extreme weather events Not lust the worst storms in years, i ��`" 'a but the worst storms in 40 years.High winds capable of -r ia.•`� M'` 9 P � --' � ��'`R,^�,, IronRttlge June 16,2014 ripping panels from a roof,and snowfalls weighs-1g t=4� i °�n1495 PP 9 9 9 "'� � '''ta q Zephyr r AveArc Page�t.I of 1 1 ensu h to buckle apanel frame. �^ � aK'!+r^ fit``rte 9 /c,' ,_ I 4 `•m,+ I lslyw.trd,CA 94544 XR Rails are the structural backbone preventing r', -,_ �1 >f' -` • " these results.They resist uplift,protect /0'2, ;j , �;.z -. .- i}` .- '-yt. a ' t. n'9r1e Alin Mr David F Taggart,Vic Plcsidcnt 1'toducls against bucklingand safe) and efficiently -c._ ' ,'a' 9 Y . ��. ,. .� va- •.•'_l�(� .:1-�-�����ere�°+j(��'s_� transfer loads into the building structure. ! - '="a t,'.#:=.7 fl_ vtT)t ;, I .' � Sub i.ct- IronRtd,,,XR 10 Rail,Roo Flush Mounting S stun-Structural Anal cls Their superior spanning capability _ -•'-''.--.,:.1-,..7-',,‘&'---../,'' ' ---_-11'--,�i;,e.:)r y;�`-`� '- 1r I S' Y ` Y• requires fewer roof attachments, -'~,.:� ='_1-ir 'efi -- reducing the number of root ---,^ r"Y-.`�L;: "'i +,.=1v - 7`', r rli;▪at`, • 4; , _'=`:-- �t :t i s:= •3 3f Dear Sir. penetrations and the amount - „�..i',;`Y1 ;_u3-.ti„-,ti{ = ,--s, a,,,'- of installation time. t' ' .h •,,/ -• l'?:,f':"_Jt_ =,It-,,,,IL _?I,`i? We have analyzed the IrottRldge\R 10 Rail fur the subject solar module support system and k', `'-'11 '= • r.'"•.",' . f ;, determined that,For the configurations and cnlcna described below,it is in compliance with the i•� _ .�tr._ l ;.`':'''). ,'-64^jF'�-- _) applicable sections of the following Reference Documents s;-'!",,,'a.t:'-',-^ '4, yr s. v`r� '-', r<•-1 =j' -- Codes.ASCE/SEI 7-10 Min.Design Loads for Buildings&Other Structures "' ` �rrft;e- -.� .� b g International Building Code 2012 Edition �����'``��_ T R� (' - ,, ,' California Building Code 2013 Edition. r,'" '' <• "_, r Other` AC42S•Acceptance Critciia for Modular Framing Systems Used to SuppprtPV Y1 - tOf •,'J - - Modules,dated Effective November 1,2012 by 1CC-CS �t - Aluminum Design Manual,2010 Edition f -__ � ,.. Force-Stabilizing Curve • 1depth f Y,1,;;•i;-4_;, \ r, The IionRidge XRIO Rail is an extruded aluminum section with an overall of 1 75 in.and a net �� - r, �- -, j Sloped roots generale both veriest and laterad arca or 0.363 sq.m. The mils arc used to support solar nodules,typically,an the roof ofa building. ,�_, forces on moun'ing mets Much can cause them See Exhibit A-attached. The rails are clamped to aluminum angle brackets that are either attached - o bend and i+sin Tha cu•ced shape of XR Reds directly to the roof framing or attached to a stand that is screwed to the roof framing. The rails are _ �' „r-''���"�. � s speaaily dos+gwd to Invoaso strength m both '•-� directions while rostering Ilia misting Thls,uniguo mounted across the slope vvtlli a small clearance(flush mounting)to the underlying leer sttucII1re + " testate ensures greater security during extremis the installed solar modules are at the sane slope as the underlying roof structui c t - _ : /' -- weather and a longer system Worse _ All loads are transferred to the roof frmung through the tingle brackets by simple lit-axial flexure of N - ; Ji -,,, the tails '1 he maximum span of the rails is governed by either the mid-span flexural stresses or the ',, ' i deflection requitement that the rail not come into contact with the roof ,,,,L____:--J The et feet of seismic loads(for all design categoric,.A-F)have been determined to be less than the effect Clue to wind loads in all load conditions and combinations Therefore,the maximum allowable ____ span,.for common load cases are shown in Tables 1,2&3 below for 0-6 degree slopes,Tables 4,5, Compatible with Fiat&Pitched Roofs _. --1 Corrosion-Resistant Materials &6 below for 7-27 degree slopes,and fables 7,8&9 below for 28-45 degree slopes. z XR Rails are —.m..."..—ironR ago o0ers l All Xn Rats are made of marine grade ,✓\ compatible w4h o'J.�, o targe of rh Ing aluminum alloy,then proiccled wrdu an _ ff 11 FlashFoot and FS--�i't 111 opuses for Ilei anoden`C Mesh Arodlztng prevent restore •r,''- 11 t!C1 other pdchad toot UPJ 7i�f root nrdunhng and structuralwroslon.wile also pravltlmg ri J L., �,;attachments 1 oppticahens, race attractive appearance. — 4SJ''•"• t ��� '' t Starting Madison 1.ofquist,Inc. Conanlnng Structural ani)forensic Engineers ImnRidge Jane 16,2014 IronRtdgc June 16,201'4 Mr David F.Taggart Page 5 of 11 Mr David F Tagean Page 6 of 11 IronRidge XRI0 Rail.RoofFlitsh Mounting System—Structural Analysis IronRtdgc XR10 Rail,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 Zone 2 XR10 Wind X1110 Wind Rail Speed Ground Snow Load Rail Speed Ground Snow Load 10 20 30 40 50 60 70 80 90 10 20 30 40 50 60 70 80 90 Exposure mph 0 psf psf psi psf psf psf psf psf psf psi Exposure mph 0 psf psf psf psf psi psi psf psi psi psf 100 75 65 55 49 43 39 35 33 31 29 100 72 65 55 49 43 39 35 33 31 29 105 75 65 55 49 43 39 35 33 31 29 105 69 65 55 49 43 39 35 33 _ 31 29 _ 110 75 65 55 49 43 39 35 33 31 29 110 66• 65 55 49 43 39 35 33 31 29 120 75 65 55 49 43 39 35 33 31 29 120 60 60 55 49 43 39 35 33 31 29 Category 130 75 65 55 49 43 39 35 33 31 29 Category 130 56 56 55 49 43 39 35 33 31 29 140 71 65 55 49 43 39 35 33 31 _29 140 52 52 52 49 43 39 35 33 31 29 150 66 65 55 49 43 39 35 33 31 29 150 49 49 •19 49 43 39 35 33 31 29 160 62 62 54 _48 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 29 120 70 65 55 49 43 39 35 _ 33 31 29 120 51 51 51 49 43 39 35 33 31 29 Category 130 65 64 54 48 43 39 35 33 31 29 Cate ory _130 48 _ A8 48 48 43 39 35 33 ' 31 29 C 140 60 60 53 48 43 39 35 33 _31 29 140 44 44 44 44 43 39 35 33 31 29 150 56 56 52 47 43 • 39 35 . 33 31 29 150 41 41 41 41 41 39 35 33 31 29 160 53 _ 53 51 46 42 39 35 33 31 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 - 31 29 _ 100 56 56 55 49' 43 39 35 33 31 29 105 73 65 55 49' - 43 39 Al35 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 t 39 35 33 31- 29 120 47 47 47 47 43 , 39 35 33 31 29 Category130- 60 60 53 47 43 39 35 33_ 31 29 Category 130 44 44 44 44 _ _43 _39 35 ' 33 31 29 D 140 55 55 52• 46 42 39 35 33 31 29 140 41 41 41 41 41. 39 35 33 31 29 - 150 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 29 160 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 Notes—sLe page I I Notes—sec page I I Starling Madison Lofgmst,Inc. Consulting Structural sort Forensic Engineers Starling Mattison Lofryutat,Inc, Consulting Simeon d old Forensic Engineers S _6- • Ironlidge June 16,2014 IronRidge Junc 16,2014 Mr.I)at id F Tagearl Page 7 of II M.David F.Taggart Page 11 of 11 IronRidge XRIO Rail,Roof Flush Mounting System—Structural Analysis IronRidge XRI0 Rail.Roof Flush Mountie System—Structuril Analysis Table 6-MAXIMUM SPANS(inches)-Roof Slope 7 to 27 Degrees-Wind Zone 3 Notes-.-'tabulated values are based on the following ci ilei la. XR10 Wind Ground Snow Load _ nail Speed' I, Building mean roof height-30 ft Exposure mph 0 psi 10 20 30 40 . 50 60. 70 60 90 2. Risk Category I psf -psi psi r psi psf psi psi psf psf 3 Solat-ntadule long dimension--..67 S in 100 59 59 55 —49" 43 39 ' 35 33 31 29 _' 4 • Novick 2 in.clear hets sen tool and rail 105 56 56• 55 49 43 39 35 33 31 29 5. ,Cod cantilever span(ata\)=0 40 x ma\Munn span fiont above tables 110 54 54 54 , 49 43 39 ` 35_ 33 31 29 6. No rail splices in end spans Category 120_ 49 49 49 , 49 _43' 39• 35 33 31 29 7. No tail splices in middle 1/3 of mleiiot spans 130 46 46 46 46 43 ' 39 35 33 31 29 B R _ Singh simple span(s). Spam listed in the tables above may be multiplied by LOS fin 140 42 42 42 42 42 39 35 33 31 29 continuous rails of,3 or more spates: 150 40 40 40 ' 40 ' 40 39 "35 33 _ 31 29 160 37 37 37 ' 37 37 _ 37 35 `33 31 29 170 35 35 _ 35 35 ' 35 35 35 33 31 _ 29 Our analysis assumes that the tails,ineludinglhe connections and associated hat&Nato.are installed 100 50 - 50 50 49 43 39 35 33 31 29_ in aworlunanlilce manner in accordancewith the "lmnRidgc RobfMount Installation Manual"by 105 -48 48' 48• . 48 43 39_- 35 33 31 - - 29 ,- - ItonRidge and generally accepted stalidatds of construction practice.Additional information is 110 45 -45 _ 45 45 43 39 35 33 31 29 available,at the IronRidge web site,IconRidge coin. Veidcalgm o19'V Module capacity to suppou 120' 42 42 42 42 42 39 35. 33 31 29 the loads associated with the'given an ay shall be the iasponsibithy ot the Continua or Owner and Category 130' 39 39 39 39 39 39 i 35 33 : 31 29 C not IrenRidge or Starling Madison LofquisL 140 36 36 36 36 36 36 35 33. 31 _ 29 150 33 33 33 33 33 33 33 33 31 29- ' - 160 31 31 31 31 31 31 31 31 31 29 The didequacy of the supporting roof flaming is to be determined by others. 170 •29 29 29 29 29_ 29 29_ 29 29 29 100 _ 46 46-_ , 46 46 43 39 35 33 31 29 105 44 44 44 - 44 '' 43 39 35 33 31 29 - Please feel free to contact meal vats convenience it you have any questions, 110 42 42 42 42 42 ' 39 35 33 31 29 , 120 38 38 38 38 i 38 38 35 33 31 29 _ Cntegor/ _ 130 35 35- 35 35 35 35 35 33 31 29 �. D 140 33 33 33 _33 33 33 33 33 31 29 Respcclfitlly yours, �:-,+. ._ oF�NGjV 150 _31 31 31 31 31 31 31 31 31 29 ,� 4::,• 4 /O 160 29 29 29 29 29 29 29 29 29 29 nc,tie� �ZF r '%A"f,�g 170 27 27 27 27 27 27 27 27 27 27 RR t7' s� , Tics Win MN,P C. _ yr1 a1jt3 Nolo.—,ec page I I Design Division Manager ljit�' 1`tl W % 0705 ti ' �nxLSS10111\' •UKP 2'1-'1". Staling Matson Lofqukt,Inc, Consulting Structural and Forensic Engineers - - -Satrlma il:nlison Iafgnist,inc. Constltiug Structural and Forensic Engineer; -7- -It-