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HomeMy WebLinkAbout39965-Z ��� c�u&POt�- ,�G.+► . Town of Southold 1/4/2017 o' P.O.Box 1179 + 53095 Main Rd ®` Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 38759 Date: 1/4/2017 THIS CERTIFIES that the building SOLAR PANEL Location of Property: 1525 Birds Eye Rd, Orient SCTM#: 473889 Sec/Block/Lot: 17.-24.2 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 7/21/2015 pursuant to which Building Permit No. 39965 dated 7/22/2015 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 existing one family dwelling as applied for. The certificate is issued to Matassoni,William&Valentine,Pamela of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 39965 9/24/2015 PLUMBERS CERTIFICATION DATED Authorized Signatu TOWN OF SOUTHOLD ��Or�s�FEO(,y�O�y BUILDING DEPARTMENT TOWN 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#: 39965 Date: 7/22/2015 Permission is hereby granted to: Matassoni, William &Valentine, Pamela 78 Logan Rd New Canaan, CT 06840 To: Install roof-mounted solar panels on existing single family dwelling as applied for. At premises located at: 1525 Birds Eye Rd, Orient SCTM # 473889 Sec/Block/Lot# 17.-2-1.2 Pursuant to application dated 7/21/2015 and approved by the Building Inspector. To expire on 1/20/2017. Fees: SOLAR PANELS $50.00 CO -ALTERATION TO DWELLING $50.00 ELECTRIC $100.00 Total: $200.00 Buil spector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines,streets,and unusual natural or topographic features. 2. Final Approval from Health Dept.of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead. 5. Commercial building, industrial building,multiple residences and similar buildings and installations,a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957)non-conforming uses,or buildings and"pre-existing"land uses: 1. Accurate survey of property showing all property lines,streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00, Commercial$15..00 Q Date. (� p &- 1 / C— New Construction: Old or Pre-existing Building: ✓ (check one) Location of Property: 5 -i 6_se QIP . C-(� -0 �to House No. 11 y�/� Street Hamlet Owner or Owners of Property: W c 11 `(��(Vl I"\C( ��(Ssy(A Suffolk County Tax Map No 1000, Section Block Lot Subdivision U/ Filed Map. Lot: Permit No. ,3qc�J5 Date of Permit. Applicant: Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ Applicant Signature pF SO(/ryolo Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 G a� roger.richert(D-town-Southold.ny.us Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: William Matassoni Address: 1525 Birds Eve Road City: Orient St: New York Zip: 11957 Building Permit#: 39965 Section- 17 Block: 2 Lot 12 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Eastern Energy License No: SITE DETAILS Office Use Only Residential X Indoor X Basement Service Only Commerical Outdoor X 1st Floor Pool New Renovation 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt Ceding Fixtures HID Fixtures Service 3 ph Hot Water GFCI Recpt Wall Fixtures Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures CO Detectors Sub Panel A/C Blower Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt Emergency Fixtures Time Clocks Disconnect Switches Twist Lock 11 Exit Fixtures 11 TVSS Other Equipment: 6.71 kw Roof Mounted Photovoltaic System to Include 22- 305 WP Panels and 1-SB 7000 Inverter Notes: Inspector Signature: Date: September 24, 2015 Electrical 81 Compliance Form As 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:Ics4d0_aol.com Sunday, May 15, 2016 Town of Southold Building Department Town Hall Annex Building 54375 Route 25 P. O. Box 1179 Southold, New York 11971 Re: Certification Letter-Twenty two(22) 305 W P.V. Roof Top Solar Panel Array, 6.71 kW Total Output,for Matassoni Residence—1525 Birds Eve Road, Orient, New York 11957 1 have reviewed the solar energy system installation in the subject topic on 05/07/2016. The units have been installed in accordance with the manufacturer's installation instructions and the construction drawings approved by the Building Department of the Town of Southold. The solar panel installation is in compliance with the requirements of the 2010 Residential Code of New York State,ASCE-05 and N. F. P.A. Standard 70"The National Electrical Code." Markings in accordance with Section 690.53 of the National Electrical Code are provided. To my best belief and knowledge, the work in this document is accurate, conforms to the governing codes and standards applicable at the time of submission and conforms with reasonable standards of practice with the view to the safeguarding of life, health, property and public welfare. n D e�� or NEW p �� }'0 CO �G,Y .SClq�g�'F JAN 3 2017 BUMDING DEPT. TOWN OF SOUTHOLD 060935-' pROFE5S10�L Luigi Claudio Sciandra, Professional Engineer. FIELD n;SP)ICTXQN 1�T DAZ' COUNTS FOUNDOIOX(1ST) U1 � .......... Q FOUNDATION(2ND) C � rA ROUGH FP NDNQ& H PLUMBING ' tr1 INSULATION PEA N.Y. H STATE ENEI2.GY cbm , FINAL 00 S O • b TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT '; Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans TEL: (631)765-1802 Planning Board approval FAX: (631)765-9502 qq(_5 Survey SoutholdTown.NorthFork.net PERMIT NO. l[/ Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application - i l� _ y Flood Permit Examined ,20� �e -- ---� I Single&Separate , I Storm-Water Assessment Form " JVL Contact: Approved Bi L� UEf'I Disapproved a/c l Phone: (a� - I Iq- �Doq Expiration ,20_a Bu' spector APPLICATION FOR BUILDING PERMIT Date //S , 20_ r 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 for an addition six months.Thereafter,a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York,and other applicable Laws,Ordinances or Regulations,for the construction of buildings,additions, or alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code,housing code,and regulations,and to admit authorized inspectors on premises and in building for necessary inspections. ' (Signature of applicant or name,if a corporation) i ,r1�,I�D J��a 71�Ci Ct(Mailin adress of applicant) �- State whether applicant is owner,lessee, agent, architect, engineer, general contractor, electrician,plumber or builder Name of owner of premises W \l,i u1/1 I"� Cq Tit (7 Y10 As on the tax roll orlatest deed) If appligant is a corporation, signaturemli authorized officer (Name and title of corporate Jcer Builders License No. / Plumbers License No.;' r Electricians License No. Iq L. Other Trade's License No. 1. Location of land on whi hspro proposed will be�;�^ nA House Number Strelat Hamlet County Tax Map No. 1000 Section Block 0 D, Lot f Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy b. Intended use and occupancy 3. Nature of work(check which applicable):New Building Addition Alteration ther Repair Removal ' Demolition Oork Solo( ROOF (Description) 4. Estimated Cost Fee (To be paid on filing this application) 5. If dwelling,number of dwelling units Number of dwelling units on each floor If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures,if any: Front Rear Depth Height Number of'Stories Dimensions of same structure with alterations or additions: Front Rear 'Depth Height Number of Stories 8. Dimensions of entire new construction: Front Rear Depth Height Number of Stories 9. Size of lot: Front Rear Depth 10. Date of Purchase Name of Former Owner 11.Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation?YES NO 13. Will lot be re-graded?YES NO Will excess fill be'removed from premises?YES NO 14.Names of Owner of premises Address Phone No. Name of Architect Address Phone No Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES&D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO * IF YES,,D.E.C.PERMITS MAY BE REQUIRED. 16. Provide survey,to scale,with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below,must provide topographical data on survey. 18'. Are there any covenants and restrictions with respect to this property? * YES NO *IF YES,PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF SU Jt�) c C-IAA a � In oo C Ai being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the ���_� X4,4 (Contractor,Agent,Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me t1A PATRICIA A MAY )q T= day of 26 /S NOTARY PUBLIC-STATE OF NEW YORK No. 01 MA4 34 CLv Qualified In r Nota Public v comms xpires MCfch 30, 26ignature of Applicant Scott A. Russell °�Uf ��� STORMWA'7C]EIK SUPERVISOR y MANAGI]EAWIENT SOUTHOLD TOWN HALL-P.O.Box 1179 53095 Main Road-SOUTHOLD,NEW YORK 11971 Town of Southold CHAPTER 236 - STORMWATER MANAGEMENT WORD SHEET ( TO BE COMPLETED BY THE APPLICANT ) DOES THIS PROJECT INVOLVE ANY OF THE 1EOlLI. WINO: Yes No (CHECK ALL THAT APPLY) ❑ A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. ❑ B. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. ❑ C. Site preparation on slopes which exceed 10 feet vertical rise to ❑[� 100 feet of horizontal distance. D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. ❑[ E. Site, preparation within the one-hundred-yearp P f lood lain as depicted on FIRM Map of any watercourse. ❑ F. Installation of new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includesIL i in-kind replacement of impervious surfaces. J If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, Signaturejontact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project. If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building Department with your Building Permit Application. APPLICANT (Property Owner,Design Professro al,Agent,Contractor.Other)— S.C.T.M. °`: 1000 Date Distract NAME I m� Section Block Lot FOR BUILDING DEPARTMENT USE ONLY" * Contact Information I I4V o q 0n 2 ?el<phone Nambrrl Reviewed By: Property Date: Address/ Location of Construction Work: I ff�Apprcived — — — — — - - - - - - - - -— — — — — — — — for processing Building Permit. Stormater Management Control Plan Not Required. ® Stormwater Management Control Plan is Required. (Forward to Engineering Department for Review.) j FORM # SMCP-TOS MAY 2014 i pF SOl Town Hall Annex Telephone(631)765-1802 54375 Main Road cn Daaxx(631)76 rQehoP.O.Box 1179 cwn.sou oQ y us Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY- Date: 1, Company Name: Name- License No.: - Address- i Phone No.: JOBSITE INFORMATION: (*Indicates required information) j *Name: �� (,� jM 1A0 Ra 0 VA I *Address: 6,5 -t)1( SC� ai Q *Cross Street: *Phone No.: y - [P_)0- 4,5 ' Permit No.: C4 Tax-Map District: 1000 Section: I"1 Block: (jam Lot: J�� *BRIEF DESCRIPTION OF WORK(Please Print Clearly) 70cfyc�—�V (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 *New Service: Re-connect Underground rg d Number of Meters Change of Service Overhead Additional Information: PAYMENT DUE WITH APPLICATION .82-Request for Inspection Foan 1 pF SOUIy®� Town Hall Annex ® Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Cn Southold,NY 11971-0959 Al'01 C®UN�,�` September 28, 2015 BUILDING DEPARTMENT TOWN OF SOUTHOLD Eastern Energy Systems 7470 Sound Ave Mattituck NY 11952 RE: Matassoni, 1525 Birds Eye Rd,Orient TO WHOM IT MAY CONCERN: The Following Items(if Checked)Are Needed To Complete Your Certificate of Occupancy: NOTE: Certification letter needed 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$50.00. Final Health Department Approval. Plumbers Solder Certificate. (All permits involving plumbing after 4/1/84) Trustees Certificate of Compliance. (Town Trustees#765-1892) Final Planning Board Approval. (Planning#765-1938) Final Fire Inspection from Fire Marshall. Final Landmark Preservation approval. Final inspection by Building Dept. Final Storm Water Runoff Approval from Town Engineer BUILDING PERMIT — 39965 — Solar Doherty,Peter From: Tabor, Roger Sent: Wednesday,January 04, 2017 7:53 AM To: Doherty,Peter Cc: Orlando,Vincent Subject: Oregon view Estates Good afternoon Pete, Can you please take a look at 1205 Horshoe Drive in Mattituck Estates.There is an issue with the homeowner blowing leaves, mulch,etc. into the roadway on a regular basis causing a traffic hazard as well as a drainage problem.Also the western end of Gold spur there is an issue with someone using the dead end as their personal parking area as well as a place to leave their spare tires,waste oil and various other debris.Thank you. Roger Tabor Deputy Superintendent of Highways Town of Southold (631)765-3140 i N SURVEY OF PROPERTY AT ORIENT TOWN OF SOUTHOLD sovr� SUFFOLK COUNTY, N.Y. LAG 1000-17-02-12 NW42�4t'E W.Ze SCA101'=40' NOVEMBER 19.2007 Sol 007 � y O � m a o 0 4 d o � � � z z mr z r r+ sa's"w`c� z z m � R N O m � F W N ° 01 O � N z N N A _ m y� i rr��vaffi=�� R 135y W. say a 04 0W VN 4� F14��pF ¢h - y" q rQ +I I BOA raZ �pfN"c7/y gE 4 y3 � 49618 ANY alrERa7rav OR x=170 To NIS SURVEY r$a xoom+ PECONTC YO �1 ppC�A� ,{,� /� ov SMON rzcsOF W tEW YWK$rare EWcanav LA?I (b3T)7b5-5020 FAX(63t j 765-1797 /'V IGfi= ,JOS 50.E�. y�VAUD F49 WS kG AND C Yas2 ALL MnMIM 7H9MV MY F P.O.BOX 909 •=REBAR SETTO 11E LILIES SW MAP Lv "THE PA:% m sM of pX smix.m 1230 MAW STRELMt' 07--220 A-ST SWIMAPMRStO= sourrriao, N.Y. 11971 i ------III EASTE10 OP to:SV 14111c"RCIII CERTIFICATE OF LIABILITY INSURANCE DATE 07/17/201r) 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(ies) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTNAME. A.Joseph Stepnoski Neefus-Stype Agency,Inc. PHONE FAX 711 Union Avenue (AIC,No Ext:631-722-3500 A/C No, 631-722-3591 P.O.Box 2340 E-MAIL ste noski nsainsure.com ADDRESS: p Aquebogue,NY 11931-2340 A.Joseph Stepnoski INSURER(S)AFFORDING COVERAGE NAIC If INSURER A:Excelsior Insurance Company 11045 INSURED Eastern Energy Systems,Inc INSURER B: Keri Peterson 7470 Sound Ave INSURER C: Mattituck,NY 11952 INSURER D: INSURER E: INSURER F COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. I�TR TYPE OF INSURANCE DD BR POLICYNUMBER MM/DD//YYYY MM/DD OLICY EFF POLICY EXP RLIMITS A X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 CLAIMS-MADE FKOCCUR CBP7066979 07/14/2015 07/14/2016 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 $ 2,000,00 POLICY PRO- JECT F—]LOC PRODUCTS-COMP/OP AGG $ 2,000,000 OTHER $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ Ea accident ANY AUTO BODILY INJURY(Per person) $ ALLOWNED SCHEDULED BODILY INJURY(Per accident) $ AUTOS AUTOS HIRED AUTOS NON-OWNED PROPERTY DAMAGE $ AUTOS Per accident $ UMBRELLA LIAB OCCUR EACH OCCURRENCE $ EXCESS LIAR HCLAIMS-MADE AGGREGATE $ DED I I RETENTION$ $ WORKERS COMPENSATION PER OTH- AND EMPLOYERS'LIABILITY Y/N STATUTE ER ANY PROPRIETOR/PARTNER/EXECUTIVE OFFICER/MEMBER EXCLUDED? ❑ N/A E L EACH ACCIDENT $ (Mandatory In NH) E L DISEASE-EA EMPLOYE $ If yes,describe under DESCRIPTION OF OPERATIONS below I E L DISEASE-POLICY LIMIT 1$ DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached if more space is required) CERTIFICATE HOLDER CANCELLATION TOWNOFR SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Town of Riverhead ACCORDANCE WITH THE POLICY PROVISIONS. 200 Howell Avenue Riverhead,NY 11901 AUTHORIZED REPRESENTATIVE Q- e AeF=c ©1988-2014 ACORD CORPORATION. All rights reserved. ACORD 25(2014/01) The ACORD name and logo are registered marks of ACORD n New Fork 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 ^^^^^^ 204209085 EASTERN ENERGY SYSTEMS INC 7470 SOUND AVENUE MATTITUCK NY 11952 POLICYHOLDER CERTIFICATE HOLDER EASTERN ENERGY SYSTEMS INC TOWN OF RIVERHEAD 7470 SOUND AVENUE 200 HOWELL AVE MATTITUCK NY 11952 RIVERHEAD NY 11901 POLICY NUMBER CERTIFICATE NUMBER PERIOD COVERED BY THIS CERTIFICATE DATE 1 1455663-3 649875 06/08/2014 TO 06/08/2016 3/10/2015 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 C;: jct�e, DIRECTOR,INSURANCE FUND UNDERWRITING This certificate can be validated on our web site at https//www nysif com/cert/certval asp or by calling (888)875-5790 VALIDATION NUMBER:464694893 U-26.3 STATE OF NEW YORK WORKER'S COMPENSATION BOARD CERTIFICATE OF INSURANCE COVERAGE UNDER THE NYS DISABILITY BENEFITS LAW PART 1.To be completed by Disability Benefits Carrier or Licensed Insurance Agent of that Carrier 1a.Legal Name and Address of Insured(Use street address only) 1b.Business Telephone Number of Insured EASTERN ENERGY SYSTEMS INC. 1c.NYS Unemployment Insurance Employer Registration Number of Insured 7470 SOUND AVENUE MATTITUCK, NY 11952 1d.Federal Employer Identification Number of Insured or Social Security Number 204209085 2.Name and Address of the Entity requesting Proof of Coverage 3a.Name of Insurance Carrier (Entity being listed as the Certificate Holder) ShelterPoint Life Insurance Company 3b.Policy Number of Entity listed in box"1a": TOWN OF RIVERHEAD BUILDING DEPT DBL254520 201 HOWELL AVE. 3c.Policy effective period: RIVERHEAD, NY 11901 06/07/2014 to 06/06/2016 4.Policy covers: a. ❑✓ All of the employer's employees eligible under the New York Disability Benefits Law b.❑ Only the following class or classes of the employer's employees: Under penalty of pe jury,I certify that I am an authorized representative or licensed agent of the insurance carrier referenced above and that the named insured has NYS Disability Benefits insurance coverage as described above. Date Signed 6/3/2015 By "0' hf (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 1313-120.1 By signing this form,the insurance carrier identified in Box"3"on this form is certifying that it is insuring the business referenced in Box"1a"for disability benefits under the New York State Disability Benefits Law.The insurance carrier or its licensed agent will send this Certificate of Insurance to the entity listed as the certificate holder in Box"2".This certificate is valid for the earlier of one year after this form is approved by the insurance carrier or its licensed agent,or the policy expiration date listed in Box"3c". Please Note-Upon the cancellation of the disability benefits policy indicated on this form,if the business continues to be named on a permit,license or contract issued by a certificate holder,the business must provide that certificate holder with a new Certificate of NYS Disability Benefits Coverage or other authorized proof that the business is complying with the mandatory coverage requirements of the New York State Disability Benefits Law. DISABILITY BENEFITS LAW §220. Subd. 8 (a)The head of state or municipal department, board, commission or office authorized or required by law to issue any permit for or in connection with any work involving the employment of employees in employment as defined in this article,and notwithstanding any general or special statute requiring or authorizing the issue of such permits,shall not issue such permit unless proof duly subscribed by an insurance carrier is produced in a form satisfactory to the chair,that the payment of disability benefits for all employees has been secured as provided by this article. Nothing herein, however,shall be construed as creating any liability on the part of such state or municipal department, board, commission or office to pay any disability benefits to any such employee If so employed. (b) The head of state or municipal department, board,commission,or office authorized or required by law to enter into any contract for or in connection with any work involving the employment of employees in employment as defined in this article,and notwithstanding any general or special statute requiring or authorizing any such contract,shall not enter into any such contract unless proof duly subscribed by an Insurance carrier is produced in a form satisfactory to the chair,that the payment of disability benefits for all employees has been secured as provided by this article. DB-120.1 (12-13) Reverse RIETAIN STORM WATER RUNOFF PURSUANT TO CHAPTER 236 OF THE TOWN CODE. ELECTRICAL INSPECTION REQUIRED AP=AS NOTED DATE: 0202 �.P.# J U 6 BY: I'PY BUILDING DEPARTMENT AT 'B0? 8 Aho TO 4 PM FOR THE - .`,4NG INSPECTIONS: ;-:DATION - TWO REQUIRED POURED CONCRETE rs UGH - FRAMING & PLUMBING ;ti SI.JLATION 4. FINAL - CONSTRUCTION BUST EF COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEET THE RECUIREMENTS OF THE CODES OF NEW Y;;Rl: STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. COMPLY WITH ALL CODES-OF NEW YORK STATE & TOWN CODES AS REQUIRED AND CONDITIONS OF - f8E8�$�fid�4—. `S6tt�#OtB�Otl�ii3 �I uv OCCUPANCY OR USE IS UNLAWF!,![ WITHOUT CERTE'C%ATE OF OCCUPANCY LUIGI CLAUDIO SCIANDRA, P.E. 5 Wesleyan Court• Smithtown, NY 11787-3011 • (631)543-2953 • fax(631)543-1526 E-mail: lcs4d@aol.com Thursday, July 16, 2015 Eastern Energy Systems 7470 Sound Avenue Mattituck, New York 11952 Tel. 631-779-4004 Attn.: Mr. Mike Lawton Engineer/Project Manager Re: Twenty two (22) 305 W P. V. Roof Top Solar Panel Array, 6.71 kW Total Output, for Matassoni Residence— 1525 Birdseve Road, Orient,New York 11957 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 1 (one) layer of composite shingles, 2"x6" Douglas Fir rafters at 16"on center,,29°roof pitch, 2"x8" Douglas Fir ceiling joists at 16"on center, '/"thick plywood decking. 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: 1028.0 lbs ' 1 The above values are within acceptable limits of recognized industry standards for similar structures. The structural analysis, performed for the existing structure and for the solar panel arrays, utilizing the above design loads, indicates that the existing roof rafters will be able to supports the additional panel weight without damage, if installed correctly. The onsite inspection and the photographs show that the roof framing is in good conditions. However, the dwelling owners are to be made aware that long term build up of heavy snow conditions may produce deflections in the roof structure. If any deflection is noticed, than it is recommended that the solar panels be cleared of accumulated snow more than one (1) foot deep over a period of one week. If no deflections are visible under any snow loading over a period of time, then there is no need to clear the solar panels. Based on the above evaluation, it is the opinion of the undersigned professional engineer, that with appropriate solar panel anchors being utilized, the roof system will adequately support the additional loading imposed by the solar panel arrays. This evaluation is in conformance with the 2010 Residential Code of New York State, the 2001 Wood Frame construction Manual, SEI/ASCE 7 "Minimum Design Loads for Buildings and Other Structures", current industry standards and practice and based on documentation and data supplied by E2Sys at the time of this report. Should you have any questions regarding the above or if you require additional information, do not hesitate to contact me. Sincerely, uigi Claudio Sc'andra, P. E. OF NEW �O o.ScIgNO���r ZS�O 060935'1 A XOFESS100PS 2 SUNNY BOY 500OUS / 6000US / 700OUS / 8000US IiY' rw, I jy 11 II It ,i.i ii (I,RI;,,C., ,14•ty l,ijfi,i, tf i - ;' .� .•, �urir:��;w:_ '. ;el h.1 i 'i 1 I'� �I, .is! G E f"��!� � 1{'�1 §,•,'w?s ERS; �' 1i I) III•,�, �}, !�i r,lr iljl°yh I iyi I'II l �' i , r � �•7;S � r gll . '� ,i jil i Il,��ki {' `R 1�''yl'll i� ti{[n r7 I iTkI �.t ��.,I1I�t`� t4 t§�_ ���r.=t=�•€.� � r, '���� I ��t�.,1.,.1 ';fl II i� I t} 'q;+ ,t..'in:R•��'�5.„.+:` lltlil,�, l' I '• - y. n� _ ” I' Y { I •' y,tY � � 7 ':3` � JI,�i itl`ljl�IAi, iP'•1{�,i�l�+�l�.ir1��7 71(� •,15114E�,���y',! � i'���� E,il Illi (I i il•1 i'[I,•,�{ill#'d� riEk ` t'� II -3 f ' -1 it11 •[71, -+ISS 1i,3}�4 Iii ')�{I,Ij 4j4){I3 ` 11fiv6��IVlI[W{: {i '� i' j{, (1 [•Ij I I ', 1 SB`8000US�Y1 IILABLE IM 2010 t . , it � i[ i it �r+ I. Cl (I �!'ilfi,� _ .-_-_�_....,I,.....=-I� tlJi [f lr •il�i,n��i;ys'��e�ry�� 3} 1�K �� ry 1'�Ili.i�'�'� .I ` 16, U ;' II °' [1` II. II , �•11('',;�.�.:.' rr��'�J= A ' � if, `i , °��'` •Highest CEC efficiency in its class + •Sealed electronics enclosure& I • Ideal for residential or commercial i J • Integrated load-break rated Cipticool- i applications i I lockable DC disconnect switch •Comprehensive SMA I I •Sunny Tower compatible •Integrated fused series string communications and data' 1 • 10 year standard warranty OR [� � combiner collection options ; • UL 1741/IEEE-1547 compliant u I SUNNY BOY 5000US/6000US/7000US/ 8000US The best in their class Our US series inverters utilize our proven technology and are designed specifically to meet IEEE-1547 requirements Sunny Boy 6000US,Sunny Boy 7000US and Sunny Boy 8000US are also compatible with the Sunny Tower. Increased efficiency means better performance and shorter payback periods. All four models are field-configurable for positive ground systems making them more versatile than ever Throughout the world,Sunny Boy is the benchmark for PV inverter performance and reliability. Technical Data SB 5000US SB 6000US SB 7000US SB 8000US Recommended Maximum PV Power(Module STC) 6250 W 7500 W 8750 W 10000W DC Maximum Voltage 600 V 600 V 600 V 600 V g Peak PoeverTracking Voltage 250-480 V 250-480V 250-480 V 300-480 V DC Maximum Input Current 21 A 25 A 30A 30A Number of Fused String Inputs 3(inverter),4 x 20 A 3(inverter),4 x 20 A 3(inverter),4 x 20 A 3(inverter),4 x 20 A (DC disconnect) (DC disconnect) (DC disconnect) (DC disconnect) PV Start Voltage 300V 300V 300 V 365 V AC Nominal Power 5000 W 6000 W 7000 W 8000 W AC Maximum Output Power 5000 W 6000 W 7000 W 8000 W AC Maximum Output Current(@ 208,240,277 V) 24 A,21 A,18 A 29 A,25 A,22 A 34 A,29 A,25 A N/A,32 A,29 A AC Nominal Voltage Range 183-229 V @ 208 V 183-229 V @ 208 V 183-229 V @ 208 V N/A @ 208 V t 211 -264 V @ 240 V 211 -264 V @ 240 V 211 -264 V @ 240 V 211 -264 V @ 240 V - 244-305 V @ 277 V. 244-305 V @ 277 V 244-305 V @ 277 V 244-305 V @ 277 V AC Frequency nominal/range 60 Hz/59 3-60 5 Hz 60 Hz/59 3-60.5 Hz 60 Hz/59 3-60 5 Hz 60 Hz/59 3-60 5 Hz - - 3 Power Factor(Nominal) 099 099 099 0.99 Peak Inverter Efficiency 968% 970% 971% 965% CEC Weighted Efficiency 95.5%@ 208 V 95 5%@ 208 V 95 5%@ 208 V N/A @ 208 V 955%@240V 955%@240V 960%@240V 960%@240V 955%@277V 960%@277V 960%@277V 960%@277V s Dimensions WxlixDin inches 184 x241 x 9 5 18.4 x241 x 9 5 184 x 24 1 x9.5 184 x241 x 9 5 = Weight/Shipping Weight 141 lbs/148 lbs 141 lbs/148 lbs 141 lbs/148 lbs 148 lbs/152 lbs a Ambient Temperature Range -13 to 113°F -13 to 113°F -13 to 113°F -13 to 113°F Power consumption at night 0.1 W 0 1 W 0 1 W 0 1 W Topology Low frequency transformer,, Low frequency transformer, Low frequency transformer, Low frequency transformer,'o true sinewave true sinewave true sinewave true sinewave Cooling Concept OphCoolT16, OptiCoolT", OplICoolTr6, OphCoolT", _ forced active cooling forced active cooling forced active cooling forced active cooling Mounting Location indoor/outdoor(NEMA 3R) •/• •/• •/• •/• e LCD Display • • • • _ Communication RS485/wireless O/O O/O O/O O/O Warranty 10 years/15 years/20 years •/O/O __ •/O/O •/O/O •/O/O a Compliance IEEE-929,IEEE-1547,UL 1741, • • • • UL 1998,FCC Part 15 A&B Specifications for nominal conditions •Included O Optional - NOTE-US inverters ship with gray lids Efficiency Curves96 94 ____ _/ j Uw'25OVDC 492 _ - _ _ _ __ Uw'310V DC 1= — Uw-480 V DC —7—R � Inie9ralvd iiP�f—•'" - -; --- - -- ------- dawlaadmafCl-__-f Mema 86 _InMmaomWSOa,,d. . w m 1000 :000 —0 4000 5000 6000 70001z Pnc(w) Tel. +1 916 625 0870 Toll Free +1 888 4 SMA USA www.SMA-America.com SMA America, LLC i LG ' • f Life's Good �ummew��mamw Wo \ice AI[1ew► � � " i n qn Mona" N' eON L i "i �lli tl Introducing MonoX°NeON module series,which uses highly efficient n-type materials,an elaborate process '191� APPROVED PRODUCT �® ce control adopting a semiconductor processing solution pVE us �M�\ �" and a double-sided structure Our R&D concentrates on Intertek developing a product that Is not only efficient,but strives W56AS73 a5 EN 61115 to increase practical value for customers Phot—,tMr Modules ie T, N-Type Material Near Zero D_VD(Light Induced Degradation) MonoX®NeON uses n-type cells,boasting The n-type cells used In MonoXO NEON have 110,11 higher mobility of electric charge,resulting 1n almost no boron,which may cause the initial higher generation efficiency efficiency to drop,leading to less LID 000000 Beano Level Control ti��� Doubie-Sided Cell Structure 000000AFR 00©EI00 MonoX0 NEON uses the Nano-level process The rear of the cell used In MonoXG NeON is control predominant m semiconductor designed to contribute to generation,the light processing process,which ensures less beam reflected from the rear of the module Is electric loss from internal defects reabsorbed to generate a great amount of additional power 16.8kgAM Llgld Weight C..+ .nt insfzllafien ELTest Curmnt Sorting Linear Warranty Posrt-Povnr Tolcrnnco About LG Electronics LG Electronics Is a multinational corporation committed to expanding Its capacity with solar energy business as Its future growth engine Our solar energy source research program was launched in 1985, backed by LG Group's rich experience in semi-conductors,LCD,chemistry and electronic materials Industry We successfully released the first MonoX°series to the market in 2010 which exported to 32 countries in 2 years In 2013,MonoX11 NeON won"Intersolar Award,which proved Its leading innovation in the Industry A i Mechanical Properties Electrical Properties(STC*) Cells 6 x 10 305 W Celt vendor LG MPP voltage(Vmpp) 321. Cell type Monocrystalline MPP current(Impp) 952 Cell dimensions 156 x 156 mm/6 x 6 in Open circuit voltage(Voc) 400 u of busbar 3 Short circuit current(Isc) 101 Dimensions(L x W x H) 1640 x 1000 x 35 mm Module efficiency(%) 186 64 57 x 39 37 x 1 38 in Operating temperature(°C) -40-+90 Static snow load 5400 Pa/113 psf Maximum system voltage(V) 1000(IEC),600(UL) Static wind load 2400 Pa/50 psf Maximum series fuse rating 20 Weight 16 8 t 0 5 kg/36 96 f 1 1 Ib Power tolerance(%) 0-+3 Conreecor type MC4 connector IP 67 STC(Standard Test Condition)Inadiance 1000 W/m',module temperature 25°C,AM 1 5 Junction box IP 67 with 3 bypass diodes The nameplate power output is measured and determined by LG Electronic:at its sole and absolute discretion Length of cables 2 x 1000 mm/2 x 39 37 in Glass High transmission tempered glass Electrical Properties(NOCT*) Frame Anodized aluminum 305 W Maximum power(Pmpp) 223 Certifications and Warranty MPP voltage(Vmpp) 294 Certifications IEC 61215,IEC 61730-1/-2,UL 1703, MPP current(Impp) 7S9 ISO 9001,IEC 61701,IEC 62716 Open circuit voltage(Voc) 370 Module fire performance(UL1703) Type 2 Short circuit current(Isc) 814 Pioduct warranty 10 years Efficiency reduction 2� (from 1000 W/m'to 200 Win') Output warranty of Pmax Linear warranty (measurement Tolerance d=3%) `NOCT(Nominal Operating CellTemperature)Irradiance 800 Wtm`,ambient temperature 20"C,wend speed 1 m/s 40 1)1 st year 98%,2)After 2nd year 0 7%p annual degradation,3)81 2%for 25 year, Temperature Coefficients Dimensions(mm/in) 5 5`4 0(X w4w1 1000/39 37 NOCT 45 f 2°C ora,°n°m w.a1 ls:i or:m,.1.m�) _ 407 s(Y wewl 940/37 60 Pmpp -041%/°C ory°n°N,i4 ) mwa .n°1w,�4, intim h°n,) Won Vac -0 29%/°Cm°a,°�n°. 4W,e9 Ise 0 04%/°C 2°`3 yp'1 __- Gmund,ng holes(12ea) S 1 (�) 8-Oa 0(Z wew) I rvi°"ming n°i�1(w al Characteristic Curves 10 —ow 1000_/339_37 q d Cobh le,iyfli y Ja a noow 7 E c c r 9 fi 4 � 9 3 - 2 \1 994/3717 5 10 1s 20 25 30 35 40 V°1 ,pf) C 140 o q o .�r 120 n $3 n )00 Ixc - _ Via 10/040 1W0 io 80 40101c 5 9/022 paJO 31 Prvu 60 m L 400°tadx DetaIIY D—,LZ 20 ." .'-'_ -__ zvo Sh°rrside frame - _ 0 -4o -25 0 25 50 75 90 T p.r—t-C) "The distance between the center of the mounting/grounding hole: �`� North America Solar BusmessTeam Product specifications are subject to change without notice d 1 3 LG Electronics USA Inc 'LG Life's Good"is a registrated trademark of LG CorpFEE lr Life's Good 1000 Sylvan Ave,Englewood Cliffs,NJ 07632 All other trademarks are the property of their respective owners •J I •11 DS-N-60-C-US-F-EN-31002 Innovation for a Better Life Contact Ig solar@a Ige com www Irlsolarusa mm Copyright©2014 LG Electronics,All rights reserved 06/17/2014 ■ sRONRIDOGE Roof Mount System XR10 R-1 XR100 Rad X'11000 Rail Internal Splices - :<u.r A low-prolde mounting rad The udimale iesidenhat A heavyweight mm inhn All rads use internal splices w• '%"c J J g commercial projects for seamless connections, -r�-: for der ions wall light snow solar mounting rad, and Inc spanning capability tt'spanning capability 12'spa•1mng capability Sefl-lapping screws ;r. Mouerate load capability Heavy load capabdily Extreme load capability 'Auying versions for rads Clear anodized finish Cleat&black anod finish Clear anodized finish Grounding Straps oltewd v FlasilFoot Slotted L-Feet Standoffs Till Legs Ancnoi Ildsh,and mount Drop-in design for rapid rad Raise flush or Piled Tilt assembly to desired •nnth an to-one attachments allachment systems to various heights angle up to 45 degrees Ships%Ah all hard,vare I figh-fnouon serrated face woi�s will vent flashing •Attaches directly to rid IL'C&IHC compliant Heavy-duty profile shape Ships pie-assembled Ships wilh all hard.vare • Ccm`ied with XR Rads Clear&black anod hmsh Leng,hs from 3 to 0' fixed and adjustable IronRidge builds the stimloest roof mounling system in solar Eve,y component has been tested fo the how and proven to eXtrame environments End Clamps Grounding Mid Clamps T•Bolt Grounding Lugs Accessories Our rigorous approach has led to unique structural features.such as curved rads and rcoforced flashing~ and is also why our products File fully coddled•code compliant and backed by a 20-year warranty Pr c1t ? r.r{ Strength Testod PE Certified All components evaivaled for superior Pre-slainped engineering letters Slide in clamps and secure Altacl•ani ground modules Ground system using Ihr Provrue a hmshed and structural performance available in most slates modules at ends of rails r.the noddle of the rad rad s top slot oignnrzed look fur rails Mill finish&black anod. Parallel bonding T-bolt Easy top slot mounting Snap-in Woe Clips Size„from 1.22 to 2 3" Reu•,able up to 10 IcncS Elunmales pre-drilling Pedecied End Caps Class A Fue Rating Design Software Dpaonal Under rlamos Mill c black stairloss Swivels in any direr—lion UV-prolecico polymer Cphilied Io mafnlam the fire resrslanre Online loot generates a compiele bill of rating of the exisling roof materials in mi-utes _ I Des;gn Assistant NABCEP Cer idled Ti ammy Integrated Grounding ?0 Year Warranty it Go from rouuf,lavout to jolly Eam bee continuing education credits UL 2703 system eliminates separate Twice file protection offaied by ' G enpvi�ered system Foy free %vhdr-learning more about aur systems. module grounding compont'nls cornpet,fois �� are � � e, AUTHORIZATION TO MARK Installation Overview Install Roof Attachments Install appropriate roof Ilashng and/or standoff for roof type ra;„nmona.,;1',o ir,r.l,,,,w•n of mo r:�ikir,nin r t,nk,•:1 4t T.r,b,)r,.r n,uc",104-1,(i."W"-d m'T, Pn,tri,tls) •Attach L-Feel to flashing or standoff Cnu roil.�,lion v,L-`n mroP�,n do ortl.,n ,elhv.w-r inlet r,v'lonh m Un Corhhc di„n,\gq•rn•^nl en„Lnnq P;pnr1 urn:nutPonr.'lkon alio npplvs to mulgr ii.,6o,md+hsl vh•n',L,+f cn ilu�cnr^L,hnn pay al Ilio LLA.... R,.pn,l Prepare Rall Connections flit;d7,.0 n,rl n Ili,'pn5lpn,of IntortrM fr;Gn9 S.n 1,;S.mil is not Ir w;frraldo Th_r•nih,.Dion mlrY,(:)inoy nn Doll at Ihn 1", ,krn,,,d uh, -an-,Ao11,TT1r d Tc A;iI,IV Jori, Insert splice Into fust rail,then secure with Grounding Stl ap and self-drilling screw - Appliemit Iro.A.d;, Im rd muLml„rcr IrnnRt,!go In+. a;Zi-phy,Avg hl:;Bar,m:,t Pu,a, Slide second rill over splice,111011 secure with opposite end of Address �;nv,rr,nf C,A1:lsl l nddrasc lvmd;, rA0�49n Grounding Strap and self-dnlhnJ snow Country U-,A Conntry U',\ Crmtat.l Y.mn'3Jrvvr Cunta,I Jim Ido,,,qr-.,,; Ph.,n,e (d)r1e1227-i;2,: 11110)_1,•;11)1-1 Ph.-, cn;r,;227-99LMount&Ground Rails FAX 17ur;t,o-Is ;% FAX (107), wins Attach rails to L-Feet and level rails , C,nnd ;:^1.,,v_F ruv.rlan rem E.,,ul ;Air.vr•dhy iUm rtm4q.rru. Party Authonzed To Apply stark R,inn.t r„-.m.:ria„•r Install onn Grounding Lug per row of modules RnporL;.,tangy Dame LA,-F„v:-t CA I Connect Grounding Lug to grounding Condluctni Control Numb,•r, 4007559 Aninonzed by Lnumd J fela;ie.•, Cr Jdn_dhon filo,q,• ETLCtAssiREo Install Modules u Clamps Install first module using End Clamps and Grounding Mid Clamp', 01( 0Install additional niodUles using Groundg fid Clamps eS Intertei( Finish row with a second pair of End Clamps Ti­ Testing d„urronl vga'rsrds alt;n;vn,,,,,Aulnor,z�ti,ash,fvinrN Iii U'i:riot'd Rc-hon rlum.L,.r Testing&Certification Module Frame Corn patlbillty The IronRidge Integrated Grounding (� °''I Syslam has been tested and certified to III—t Dimension Range It r,(,a•; UL 2703 by Inlertek Group pIC r•ai.!<,,,.•aia 1-Lu4,,_ra',-n_-i-rr r,..nt2ni-,o,2 A 31 Onus-51 Omm UL Son n+I int 1 Latin:of hr,rstu),,',on f„r rna,-k Pl,u; ,;Syalums on l Chmrirr,P Vv,,;Inr Flat•liott UL 2703 IS a ru robed UL stav!dld I B 5 08111rn(ntinimunt) ''ice,^',Ha,,tuknlnle,ar d P,nmf, 1,-,,. nuin,„,r i Ouolu:20 w for evaluating solar module mounting o(lue, 41;R,nl,soh Integrated:,mw(Erni A,y nctilul,in ria•.a',ose p.r,m�ters vc rel lu,vd m R: Pr anri clamping devices It ensures these i I I pec•req IaNr•Have­,F.aan b•cted'or,:oa�n,vaai,,, A _ devices will maintain stiong Alectncal and —� models a- Ivo-0„, al o(6-L•o 5 oI-„r.k' tot .),,Isl-c.i)ol _ ,I mechanical connections over an evtendpd period of time m exiteme outdoor The Grounding Chmp has pro+en rubuot in gmmnding 60-cell ani envifnnntents 72-cell solar module frames with box construchoil and a fanrye of anochzat,on Im•.knesscs The le-,(Ing process closely mlrmrc•`tat All solar modulz;listed In UL 1703 and with fraena construction of UL 171.,3,the sot<'.r module t=shng within the pararnemrs stated above are corn,-a:,ble,nth ltro standar(i,nidi d,ny tc mp rauu,e anal IronRi dg„inlogratf•d Groundinu Sysl ni hunurhhy syclw(j.eloctr:cal and rre(,hanical load leshny -10 manutnr;,.,u)g quality reviews i.. , ...n b.. i"I Ai• ,. I , ,.r-,li u•I ,ir,., .,r of eel il?C.mRIID0r Y\R Rall Family Starling Madison LofgUist, !FIC. 5224 South 39"'Street, Phoenix,Anzono 85040 - Q =�r-s tel.(602)438-2500 fox (602)438-2505 v vv;smleng corn O\er their I..eulne solar partek r�xpel.eo,e wuntle^,s oxrreml,,;oalhol events Net I.i;l Pte worst slorms In years 41.-`�-�:'��"'�"°'� ws bol Ille\✓OrSI Stoops 111 110 ye-trS 11,911 winds Capable of `w:4r�,� ' "`"-"' nkl,icr ,,r I I doping panels from a roof and snowfalls welyhu',t VIII: If,,- e,.,-K,v.; «.; .} <�r+9,'e"r'-"hu4^a. \,i• - I',1 �•I „I f I enough to burl.le a panel trance uy...ya,='s�Gc- ., w�_ � I1 I,1,.411 I ,\r)-15-I; Xfi Bads are the stnlcllir+l bachbrrle pru✓enllnd � .? ,;,I,,;, �--�•,'yAg:;~r;r<���`=<syn', �:,,y illeso results they Ies,ot uplift protect ', „•_�;,,n *; v \nn \h I`.I\IIII I.1'e.tn,\ .1galn,;I burkling and sofely and efflctently - ': ?'-`-`-?y¢,k�.z; rn�• _ u c III•,(fell l ih,.du1.I, hrinsfer loads Into Ihr•buddlrlg shucturl: �'':,��''• , -� 6:, ” ti..h!r,l honl:IJ-a\RIO Rall film)llu,11\!nnunr \),tem -tiuutlulal,\n,11.,1, rhelr supenor spanning capability ,i rerllilres le\vor roof altaC11111;I11s ' � wdUClog the nnmbcr of root fY 1)e n n pc•neirauol-c and the amount of Installation hmr. \t'•h,l,r nn:llv,d the hnul:Id_•r\I?lu rad lul Ili.,ubre.l,n lm IIlol,tIlquul,+,1:111.111d deWOnlnPd that Ion Ju'a r`1;manus,Mull t nlCIhl de,6lih1111•d,,,, I,I,ut con1111h,uxe„nit th•r Ipph(ahkr 110111 nl the b,llu,t ln_I:CICrellre II,4 t1111,91i, "IJ%-IR\941 Ucacn I_vdJ+Ill BLIIIII Mu”&01l'c1',Inirtw�, imenlaumlal l;udJut !nJe_'01?I dnual C'1111olli a I;mIJu1c 1-,od 201"1•dnlon I hh,I \C'd'S •\«rl,l,tntr C 11111IM lot ll,cd In iupp,ni I'\' B" Alo(1ull, d.11l Flk,ll,r r,10,rnlh,I 1 2R1?h, If [-I-S •\lulmillmi D—lt-1\1 mil,11 20101 dnn,tl i 1 'res Ill,hu11141,_e\RIR Km)1,,1111`110(1011 alnnur"nn,1X0,-1)\\till.111 4\11,111 do;1tII.A I -�m ,1,J.l 1,,I Fo1cE-Stabdving Curve y s1,,.•.1w,t,.I.lncn L,,„•u„tar„II.,,,1 :n,alr0.6„gm Ili,Ia11,.n,u,r,llu,upl,,,tl,ulalnxululr, I,nxalh „nthr��ol.,(,•hulllhn„ allal lad I he I ill,arc t lairipcd it,zdmin im,Is le hr,'I,ei'Aldi,uc eth,l,luathcd ,�• L 1„•nd 1,r,!1..,1 TI r„ ,.,1,t.,y,•„1,11 1 [U Ill,1,4J 1,11111112'0 I,, illi.,i l' I ,u,n�,.,�.•n,.rc,„c,•w,pm lnaml - I.utaulcJro.l,Iandl un„Irn�cilrlhcrorllranun� Ihrl,nh,u, F; e5a o:,.,.:u,,,,..r•.nr,I,c,,,.n, 00,04.,2, 'nounird,1tnl„Ilie,11111,:1111 a,111,111 Lltal.uul;Ilu,h nl.am 111,_1111 III,till drll.,n;1,a I',untu: . �•_ n,rr•.- y.. n•c,,.u•, ,t.•” ul,ia ")III!IliOdlde,tne,uthL,an 110l'oJI1111un,iclhIn I,•ol,uu•IUI0 lltd �: k p n,•ntl••v a,,..I„1,p,`5)�,L is ld,nuoI i 1 ,\II lo Id,,c, I I I I It mill It-,fill h IIx an[I'htathQr.I`\ ,nnl`ir I`ra 1aI Ik,uu „� ,h,1u,lrn„ ..Ihr n, 111awunnn ,p.ul.,I Ili, I,1I1'1,emclnr.i b\ cnllcl the m1,i-•,I:n Ii ,ul 11,0:•,”I,1 Ihr dell,,lion Ic,lali P-111 111.11 lit, 1,111111`11 VIQ 111'”10111,111\11111 lite 10111 I Ile 11k•r_I I11,el,illle h,,ul`I I;•I.111 de,len lana_,I„ \-I I ha,,he'll 111111111111011 In 1,1 Ir..Il+an tit, 1,•,I due Io whit Inad,m dl h.,1d umuuon,,111,1 "lhm,1444, 1 h'i.dure Ihr ntnnnum,Ill.ra ahle ,ran,I'll 0o1111nr,t1 I.,1lJ 1,r1.,II1,ho,\n 011,1611 I '.l t helms 6,1 R-G d,'•I,r,lup„ T,.111„4, Compatible with Flat&Pllched Roofs Corroc.r,n-Resistant Nlalermis •\6 1„loa I,,. '2-d,---rte,Lw,c, and I ahle, :& ^h1 h,\, lot ri r,l'• r I.;.tr, ,1•pl,. All)111,,i;.0 11,1'Ol.,,m•_,,. rf _�1 rF,•1.. -^I. 'r• �r; r hr.I :,,'. .'J I•••-�n�.,.,u l -,�1� °•I.rL \t,J.,,,1,I ntym,l lu, -^•- _ (omnlln.�Cuur nmd mod 1010.,4 I:u- „r, lime 16,2014 NI r j ,i i Niue i .I I I Mr PaJikl I I wt-Lat I" IronVidt-c N V I(�P,111 Roof 11-11 lotill,In--,'S) 1,7n,-Sonotiral agv 6 ,1 11 11"I'lkid'!e\R 10 R00I \11-thIlIng lrtu �IILI1ILJIJ1 A11,11%-11 0 1, f',1, 7 C, Ibl 21 Del Wind L,),w 2 'flim! Ground Snow Load 5pcod Ground Snow Lond E p-,,�ure mpt-. 0 p;f 40 so 60 70 8r) 90 11 20 M 10 50 GO 1 70 at) I JO Vt4ur IU 2 30 of psf P�f )If P�f ps! rsf E F(pnzmm rnph 0 pFf I Id Wf 1 11,f I p"f ),.f p"i p"'f psf p..1 IUO J,5 ('5 55 111, A 36 31 211 105 - 100 72 5 r1r, 1 -19 '13 1 39 35 21 2.) 75 C5 55 11) 49 43 13 '59 110 115 C,5 55 '19 _2v iz_6 _7 2s) Gr, fs -5 —3,) 31 29 ss 60 55 5 .1 31 5 cale'loly 39 31 _;3 1 it 29 9 43 39 120 _63 5�, .19 43 39 130 75 -i __. , wc.) -FI-T-- 55 __j ilim- __�:u 4'., 39 01 79 52 -19 _-V3 39 3., vi I 52 _52 L" 55 :q 1 29 150 -1) in �15 33 31 2�) T 40, 4:31--l-39- 166 ;-,� - -_ I __ --I __- _ 3-1 31 29 —100 'ic, 46 _46 T­'Z�--j-_Y, 1 29 �s; 17i Z_I Tm ___E_ 170 5c, 53 —,11-1 IC, n i 1 '1 _12IL-71, A C11-1 Si --1 35 T; sI 29 100 51 1 r3i 1 55 11) 4., 35 1 33 ----31 it; 3l 11 29 r I l 31 29 105 58 1 sp, 55 49 13 22- 5G 39 1 35 31, 3 1 ?9 120 5 51 51 40 -3T)-F-35-—,k 3 1 1 23 "C' 35 _m — — — 1 I T,_ A 35 29 (I"ry C, I ---- - - - c I I.: ",a la 35 33 1 ra 1 30 '5 33 31 29 -F,0- -4,1 1-4-4 4.1 1 4 !3 19 35 33 31 29 -39 39 sT_ 3 .150 Ir,O 53 1 53 3 1 3 ,136 1-3, -3-1 31 29 5 1 213 - I. I - 1 1711 50 41 11 1 3, 170 3.3 36 1 36 36) 36 , 35 3 :1,1 z 42, 9 1i _ ,.T�) 75 9 1 56 1) 55 YJ I Ti 33 -.1.T I O;i65 ss 4c, 43 35 33 1 3! 2.4 —54 — - -1 39 1 35 13 I Ir) 70 2, j 65 31 21 3 .13 39 2�) _,;,=I__j b-1 5,1 -18 Yj 3b 33 J. 29 7 -1c _T_ _[-- - 41, 120 4 7 17 -13 .1 5 3 :�j 29 _Tj_F is' -- alecl ' _ I — ___-"' 4 r3 3,i C -1-1 -:3 J9 35 1 33 29 I-7L' T,-2- D Or -.4- ..... . j 21_ 3 1.10 1 41 41 3' 13 1 31 29 150 110 46 -1 zN —Sb _K:F__29_ - 3*Li 2 F -15 T, 2 42 33 35 1 3, 3-5 ii i 18 __T", -6 55 33 �T il A, 17D -:,3 1 5 1,1 _10 29 17() 3J 3 -33' 31 i -;73 :n -A ............. ...... ....... little I 0 Rmi k­fl 1 111,11\wIlloll".5\,Ielll P.I.w 1 1 Illott'.0 .+':` iii /11111d opo Ground Snow Load I :ld - BI!-Id:I­l-_,nw-in lo"I livil...111- 10 it L,I urc, mph 0 I's 1 10 KI-A ('11"'ol, I '01,11 th,dl)!,4�1,1 SII nett, tit 1,7 ill loo - -,q .19 43 1 fn J 35 33 3 il,I I ooI II.o I'll! 195 56 1 5 31 "In(111.10 _551_ - �Lll _4L11_­ _�2_ 'L I k�tlltilc%o�l 110 _ 54_ S., 1 51 19 43 25 _3T 6 \o:,.[I pll,e,III Llid I I ! 35 33 49 -19 1 49_—1 _,t 3- -W 33 —,-,-- (.8J 13 -_ ­� _".1 - 'No 1,111 In Illiddle I Ill lilt,;I'll -3.� -,3 "ill 11 led Ill Ilil' L Ill Ill J), jj.(.IjIpJ:ed I 13 _L _ ­__ 1,10 12 'i�--1— 33 w J 2U -1 TO 15 m Illor, 37 T-Ti —37 3 35 1 I 3i ?9 170 T,-- A71 3 31 ll"o hald"..11, zile Ill (Lit) -,o_j_jL_j_50 1 49 i 4 1 34) 3 5 3 1 1 .1111 illc liold"wi-c I"I"I Nwll.lt III'l ill.1111101 Ill.11,mdan"k. 4 3 �I,llmll ___ --_2), , _3 3 31 20 hollizidve.110 mn'.1,111, o�(qwki 1 11 [11-1­1 j)I,WIIL1: Wdoiollal lolof,111.11:�ql 45 _45, 11 1i I- ,, -;--, -) - 39 l 3 11� i, 35 1 12 _V2 4L 1 412 1 42 35 3 2D al"61, :,j tlj_� L:IIt1,III11,1 Ill Pk Pli-KIIIIL Idi 1,I(v "Illip"I r --I—,-] ;T_ lilt'11,1,11 IJICI!%1.1111 lilt 2;\,:Il 111.1% 111,111 1,,.flit,1, ,1 11), (',)1, 2" 39 31 1011.)1[I%Nnel'Illd ------ �- --1 ]I'll 11"Ifl,411--t-m'�Iollill�, "I'lu"I 36 35 'Ic, 36 3"i ! ?3i 150 33 iS .;3 33 .,I3 —3 31 1 I _331_-•--31 29 170 :�j 2" 1 29 ZJ 7 c) -19, 12 9 -1-29 1 ho ad. Ili 1, l"o­ermvv.,1 1 ,11 el, ---I---- W t -10U 29 35- 33 l .51 --- L-2 _--- I'll: It'('.11 N11til it\.,kl 11, 1 1 1 fj 12 2 1 Y` 3 i --I 42 It ni 120 38 ill 33 "o 9 130 35 31 35 3 29 150 a 1 31 31_ 31 1 31 it tt 29 1 7 27 27 ,7_-x__27 1 27 1 27 j 27 17 27 II ,,%\ ji Amv, ......... I C.", •-hmi 1;­'.Ill'J 7- SCOPErOF WORK _ - DESIGN&DRAFTING BY: JAMIE MINNICK NABCEP CERTIFIED TO INSTALL A 6.71 KW SOLAR PHOTOVOLTAIC (PV) SYSTEM AT THE 051112-129 MATASSONI RESIDENCE, LOCATED AT 1525 BIRDSEYE ROAD, ORIENT NY 11957. THE POWER GENERATED BY THE PV SYSTEM,WILL BE INTERCONNECTED WITH THE UTILITY GRID THROUGH THE EXISTING ELECTRICAL SERVICE EQUIPMENT. REVISIONS THE PV SYSTEM DOES NOT INCLUDE STORAGE BATTERIES. ' DESCRIPTION DATE REV SYSTEMRATING ORIGINAL 12_04-2014 6.71 kW DC STC 4.906 kW DC PTC 7.929 kW CEC=AC OF NEW yo EQUIPMENT SUMMARY ��J\�, CIA R'i' e v 22 LG305NIC-B3 PV MODULES I SMA SB 7000TLUS-22 INVERTER 1 CONTRACTOR IRONRIDGE XRS1000 MOUNTING SYSTEM SHEET INDEX060935-1 o PV-1 COVER AROFESSION� PV-2 SITE PLAN SOLAR UNIVERSE PV-2.1 ROOF PV LAYOUT- /� 7410 SOUND AVE PV-3 STRUCTURAL/ DETAILS & SECTIONS /,l;'/ MATTITUCK, NY 11952 GOVERNING CODES eee��� WW LICENSE # 43889 H 2011 NATIONAL ELECTRICAL CODE — PROJECT NAME 2010 RESIDENTIAL BUILDING CODE OF NEW YORK STATE UNDERWRITERS OSHA 29 CFR 1910.269 RATORIES (UL) STANDARDS PROJECT LOCATION - V z GENERAL NOTES W On 1. CONTRACTOR SHALL CHECK AND VERIFY ALL CONDITIONS (n W AT THE SITE PRIOR TO-STARTING TO WORK AND SHALL �,j J FAMILIARIZE HIMSELF WITH THE INTENT OF THESE PLANS W }- AND MAKE WORK AGREE THE SAME. , - Z 2. CONTRACTOR OR OWNER SHALL OBTAIN ALL REQUIRED Z �--- APPROVALS, PERMITS, CERTIFICATES OF OCCUPANCY, 10. CONTRACTOR TO EFFECT AND MAINTAIN INSURANCE, I.E. ® 0 INSPECTION APPROVALS, ETC., FOR WORK PERFORMED FROM AGENCIES HAVING JURISDICTION THEREOF, IF �, rc CONTRACTOR'S LIABILITY, WORKMAN'S COMPENSATION, REQUIRED. COMPLETED OPERATION, ETC. ADEQUATE FOR THE 3. ALL WORK SHALL CONFORM TO CONSTRUCTION CODE PURPOSES OF THIS PROJECT AND FURNISH PROOF OF . . '' R' Ln AND ALL RULES AND,REGULATIONS OF THE RESPONSIBLE SAME PRIOR TO COMMENCING WITH WORK. JURISDICTION. 11. EACH SUBCONTRACTOR SHALL BE RESPONSIBLE FOR cm 4. IF IN THE COURSE OF CONSTRUCTION A CONDITION MAINTAINING SAFETY ON THE JOB SITE DURING THE Q CONSTRUCTION PHAS EXISTS WHICH DISAGREES WITH THAT AS INDICATED ON E'TO COMPLY WITH THE REGULATIONS G THESE PLANS, THE CONTRACTOR SHALL STOP WORK AND AND,REQUIREMENTS OF THE OCCUPATIONAL SAFETY AND NOTIFY THE ENGINEER. SHOULD S FAIL TO FOLLOW THIS HEALTH ADMINISTRATION. THIS SHALL INCLUDE, BUT ARE PROCEDURE AND CONTINUE WITH THE WORK, HE SHALL NOT LIMITED TO: PROVIDING FOR ADEQUATE AND PROPER ASSUME ALL RESPONSIBILITY AND LIABILITY THEREFROM BRACING, SAFETY RAILINGS AND SECURE FOOTINGS FOR SHEET NAME ALL TEMPORARY SCAFFOLDING, STAIRS, ETC.. AS WELL AS 5. ALL STRUCTURAL STEEL SHALL BE A-36 AND SHALL BE FABRICATED AND INSTALLED AS PER LATEST A.I.S.0 PERMANENT CONSTRUCTION. SPECIFICATIONS. 12. FIGURED DIMENSIONS SHALL GOVERN. DO NOT SCALE COVER 6. ALL ELECTRICAL WORK SHALL BE BOARD OF FIRE DRAWINGS, WHERE DIMENSIONS ARE ESTABLISHED BY UNDERWRITERS APPROVED AND IN ACCORDANCE WITH EXISTING CONDITIONS. EACH CONTRACTOR SHALL VERIFY - N.E.C. & NYS CODES & REGULATIONS EXISTING CONDITIONS PRIOR TO ORDERING MATERIALS AND COMMENCING•WITH WORK. I' 7. ANY DEVIATION FROM THESE PLANS WITHOUT THE DRAWING SCALE WRITTEN CONSENT OF THE ENGINEER WILL NEGATE THE 13. CONTRACTOR TO REMOVE ALL DEBRIS CREATED BY THIS } ENGINEER'S CERTIFICATION OF THESE PLANS. WORK FROM THE SITE AND DISPOSE OF IN A LEGAL I I .S. 8. THESE DRAWINGS AS INSTRUCMENTS OF SERVICE ARE MANNER ON A WEEKLY BASIS OR SOONER IF CONDITIONS 'V V AND SHALL REMAIN THE PROPERTY OF THE ENGINEER WARRANT, WHETHER THE PROJECT FOR WHICH THEY ARE MADE IS 14. AT THE COMPLETION OF WORK, THE SITE TO BE EXECUTED OR NOT. THEY ARE NOT TO BE USED ON ANY CLEARED OF ALL DEBRIS AND EXCESS MATERIALS. THE FACILITY IS TO BE LEFT BROOM CLEAN AND WORK IS TO BE SHEET NUMBER OTHER PROJECTS EXTENSIONS TO THIS PROJECT AERIAL VIEW 9.'CONTRACTOR SHALL PROTECT, COMPLETED TO THE,TOTAL SATISFACTION OF THE OWNER PATCH AND REPAIR ALL PRIOR TO RELEASE OF,FINAL PAYMENT. Pv- EXISTING WORK ADJACENT TO HIS WORK, OR DAMAGED AS RESULT OF HIS WORK. CONSTRUCTION NOTES :DESIG:N& RAFTING BY1•; ALL EQUIPMENT SHALL BE.INSTALLED IN ACCORDANCE WITH THE MINNICK MANUFACTURER'S INSTALLATION INSTRUCTIONS. CERTIFIED 12-129 2.) ALL OUTDOOR EQUIPMENT SHALL BE RAINTIGHT WITH MINIMUM NEMA 3R RATING. 3.) ALL LOCATIONS ARE APPROXIMATE AND REQUIRE FIELD VERIFICATION. REVISIONS DESCRIPTION DATE REV ORIGINAL 12-04-2014 12' 29'-3" -15' 10 0112' 01 0° vv 240° 210° D 120° 780°160° - 12'-4" �� CONTRACTOR 31'-7' \7 LEGEND ® O o®EXISTING UTILITY METER 13' 92 " SOLAR UNIVERSE MAIN SERVICE PANEL 7470 SOUND"AVE ' NON PV SUB-PANELS MATTITUCK, NY 11952 COMBINERONNEGT _ �' '� LICENSE # 43889 H INVERTERS s� 16'-3 GND ELECTRODE " ' PV MODULE / / / � 1 �\ PROJECT NAME RACKING RAIL5, _91 O�ATTACHMENT POINT 2 - RAFTERS sl—ROOF PITCH ANGLE / e W o L.P7 ,"•SUNRUN METER 40 41'-3" 27' 10 .1 I C)Wa,_ V a ®VENT i( U / y/ ��p O PLUMBING VENT I ' ® W W ®SKY LIGHT \ Z , ®CHIMNEY - - �'/ /J Z Z COMPOSITE SHINGLES GOOD CONDITION O {1. Z aPOTENTIAL SHADING ISSUES �`1 TRIM/REMOVE AS NECESSARY \� ( ®!) W < Ln L O f' DRIVEWAY SHEET NAME- OF ITh,, YQ SITE PLAN CO CONSTRUCTION SUMMARY �� DRAWING SCALE (22) LG305N1C-63 PV MODULES, 6.71 kW DC STC \ \� r� Q, N.T.S. (34) ATTACHMENT POINTS @ 64" OC MAX. Roof Type = Comp Shingle, # of Layers: i Roof/Array #1 _ Pitch: 17, Azimuth: 344 AZSF0935 Roof Structure - 2x6 Douglas Fir Rafters @ 16" O.C., 1/2" Plywood Decking, 2x8 JOISTS ARO6 ^ (7i�� C / SHEET NUMBER OfiESS10N� / / PV-2 \``` X DESIGN&DRAFTING BY: LEGENDJAMIE MINNICK EXISTING UTILITY METER P OF Nervy�A' �+ NABCEP CERTIFIED O 051112-129 MAIN SERVICE PANEL CIA N� NEW PV SUB-PANELS J\ A/C DISCONNECT v REVISIONS COMBINER INVERTERS DESCRIPTION DATE REV GND ELECTRODE r ORIGINAL 12-04-2014 PV MODULE 1' RACKING RAIL 0 ATTACHMENT POINT ---RAFTERS - —ROOF PITCH ANGLE I I I I I I I I I I I I I ROFESslot, 0 SUNRUN METER I I I I I I I I I I ®VENT l OPLUMBING VENT I I I I I I I I I I I I I 00 CONTRACTOR ®SKY LIGHT I I I I I I ®CHIMNEY COMPOSITE SHINGLES GOOD CONDITION I I I I 4 TRIM/RSHADING E AS NECE ISSUESSARY I I I I I I I I i l l 240` V I I I I I I I I I I I 210° 120- I I I I I I 180°760° 0 SOLAR UNIVERSE I I I 7470 SOUND AVE I I I I I I I I I I I I I I S MATTITUCK, NY 11952 2'-11Z" I I I I I I I I I ; I I I I I I LICENSE # 43889 H I I I I I I I I I 1 1 1 1 1 1 I I I I I I I I I I PROJECT NAME T 7- 17° PITCH I I ARRAY #2,3 ®M Ln ® 32 MODULES (D w 10'-10" 1777 -777'E A= Occ: Z l l l l l l l l f l l l i 1 1 1 1 1 1 Q I 18" FIRE SETBACK" @RIDGE///j/jj/�//�/�� /r / 52.. 0._34.. %/j �j j ;�-18" FIRE SETBACK" @RIDGE /�j j /i /i / //// // SHEET NAME ROOF DETAIL CONSTRUCTION SUMMARY (22) LG305N1C-B3 PV MODULES, 6.71 kW DC STC (34) ATTACHMENT POINTS @ 64" OC MAX. DRAWING SCALE Roof Type = Comp Shingle, # of Layers: 1 _ Roof/Array #1 - Pitch: 17, Azimuth: 344 N.T.S. Roof Structure = 2x6 Douglas Fir Rafters @ 16" O.C., 1/2" Plywood Decking, 2x8 JOISTS SHEET ®NUMBEp�R 1 Y �3 DESIGN &DRAFTING BY: LOADzEALCULATIONS ARRAY #1 CEP CERTIFIED JAMIE MINNICK vtltile'yltei ht 36.96 Lbs NAB O� � YO osttt2-t29 Modules 22 �.�P SCIq Total Module Weight 813 Total Length of Rail 163 Ft v 9 REVISIONS Rail Wei ht Per Foot 0.9 Lbs (E) ASSY #1,2,3 2x6 RAFTERS DESCRIPTION I DATE REV Total Rail Weight 146.7 Lbs * " * DOUG FIR @ 16" O.C. ORIGINAL 12-04-2014 # of Stand 34 Weight per standoff 2 Lbs �!(/ Total Standoff Weight 68 Lbs Total Arra Wei ht 1028 Lbs S 060935'1 Point Load 30 Lbs Total Array Area 391.6 Sq Ft ROFESSIO00' ArraV Dead Load 2.6Lbs/Sq Ft As per ASCE 7 - Method 1: 0 Ig - # I ktable - 1 ARRAY #1 160 P net =0 Kzt I Pnet30 eq 6-2 Kzt sec 6.5.7 1 --Pnet60 ktable - # CLIMACTIC AND - Ground Ind Speed Live load, Point Max fastener I #2,3 170 CONTRACTOR GEOGRAPHIC DESIGN Category Snow Load 3 sec gust pnet30 per pullout load Fastener Type spacing along CRITERIA Pg mph ASCE7, psf Ib. rails, in. A # 20 120 # 468 5/16" x 3-1/2" Stainless Steel B # TYP. TYP. # TYP. Lag Bolts Roof Section # 72' # SOLAR UNIVERSE # (E) ASSY #1,2,3 2x8 JOIST DOUG FIR @ 16" O.C. 7470 SOUND AVE MATTITUCK, NY 11952 LICENSE # 43889 H TABLE RR301.20) _J � _� � (E) EXTERIOR WALL � PROJECT NAME CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA WIND_ —_ I SUBJECT TO DAMAGE FROM C) GROUND' SPEEDd FROST SNOW_ 3 SEC_ SEISMIC_ _LINE_—__ _�___ICE SHIELD _ WIn LOAD GUST DESIGN DEPTH TERMITE` UNDERLAYMENT FLOOD 0 0-1ROOF FRAMING DETAIL � (PSF) (MPH) CATEGORYe WEATHERINGa (FT4N) REQUIRED9 HAZARD SCALE: 1/2" = 1'-0" 1 U) W 20C SEVERE 3'-0" MODERATE YES NO W —J1�-—-- ----- — ---- TO HEAVY — --- For SI:1 pound per square foot=0.0479 kN/m2, 1 mile per hour=1.609 km/h _ Z a. Weathering may require a higher strength concrete or grade of masonry than necessary to satisfy the structural z requirements of this code.The weathering column shall be filled in with the weathering index (i.e.,"negligible," Q m III "moderate"or"Severe")for concrete as determined from the Weathering Probability Map[Figure R301.2(3)].The MODULE MOUNTING CLIP _ grade of masonry units shall be determined from ASTM C 34,C 55,C 62,C 73,C 90,C 129,C 216 or C 652. SOLAR MODULE U STAINLESS STEEL 3/8" N O b. The frost line depth may require deeper footings than indicated in Figure R403.1(1).The jurisdiction shall fill in the BOLT AND NUT frost line depth column with the minimum depth of footing below finish grade. Q Ln C. The jurisdiction shall fill in this part of the table to indicate the need for protection depending on whether there has been history of local subterranean termite damage. UNIRAC ALUMINUM RAIL ALUMINUM FLASHING ALUMINUM"L"BRACKET d. The jurisdiction shall fill in this part of the table with the wind speed from the basic wind speed map[Figure ALUMINUM PV SHEET NAME R301.2(4)].Wind exposure category shall be determined on a site-specific basis in accordance with Section QUICKMOUNT R301.2.1.4. STRUCTURAL e. The jurisdiction shall fill In this part of the table with the Seismic Design Category determined from Section COMPOSITION ROOF RAFTER R301.2.2.1. 5/16"x 6"STAINLESS STEEL LAG BOLT WITH 2 1/2"MIN THREAD f. The jurisdiction shall fill in this part of the table with(a)the date of the jurisdiction's entry into the National Flood PENETRATION SEALED Insurance Program(date of adoption of the first code or ordinance for management of flood hazard areas),(b)the WITH GEOCEL 4500 DRAWING SCALE date(s)of the currently effective FIRM and FBFM,or other flood hazard map adopted by the community,as may be J�^ NOTED amended. g. In accordance with Sections R905.2.7.1, R905 4.3.1,R905.5.3.1,R905.6.3.1, R905.7.3.1 and R905.8.3.1,where there has been a history of local damage from the effects of ice damming,the jurisdiction shall fill in this part of the table with"YES."Otherwise,the jurisdiction shall fill in this part of the table with"NO." SHEETNUMBER L The ground snow loads to be used in determining the design snow loads for roofs are given in Figure R301.2(5)for MOUNTING DETAIL �� PV-4 sites at elevations up to 1000 feet.Sites at elevations above 1000 feet shall have their ground snow load increased from the mapped value by 2 psf for every 100 feet above 1000 feet. SCALE: 1 1/2" = 1'-0"