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HomeMy WebLinkAbout41227-Z SUF-F04�aG Town of Southold 2/21/2017 P.O.Box 1179 °" 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 38835 Date: 2/21/2017 THIS CERTIFIES that the building SOLAR PANEL Location of Property: 1255 Goose Creek Ln., Southold SCTM#: 473889 Sec/Block/Lot: 78.-8-9 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 12/8/2016 pursuant to which Building Permit No. 41227 dated 12/15/2016 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: ROOF MOUNTED SOLAR PANELS TO AN EXISTING ONE FAMILY DWELLING AS APPLIED FOR The certificate is issued to Milgrim, Stephen of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 41227 02-02-2017 PLUMBERS CERTIFICATION DATED Authorized Signature s0A TOWN OF SOUTHOLD �y BUILDING DEPARTMENT TOWN CLERK'S OFFICE y • o� 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#: 41227 Date: 12/15/2016 Permission is hereby granted to: Milgrim, Stephen PO BOX 1696 Southold, NY 11971 To: Roof Mounted Solar Panels as applied for At premises located at: 1255 Goose Creek Ln., Southold SCTM # 473889 Sec/Block/Lot# 78.-8-9 Pursuant to application dated 12/8/2016 and approved by the Building Inspector. To expire on 6/16/2018. Fees: SOLAR PANELS $50.00 CO - ION TO DWELLING $50.00 ELEC $100.00 otal: $200.00 r Building Insp ctor 1 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. z; ,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$15.00 1 Date. (2 4 I tP New Construction: Old or Pre-existing Building: ' '^ (check one) Location of Property: 1255 Cno6se- Crak L► ' So uA hbl House No. Street Hamlet Owner or Owners of Property: y� 1Gr� Suffolk County Tax Map No 1000, Section D Block 21) —Lot— Subdivision otSubdivision (f Filed Map. n n Loot: Permit No. 1 , Date of Permit. Applicant: LIS a. Iv c."I"ovma fo�- L'A3r�r�� ,YY)s Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted:$ Applicant Signature SO�jj�,®l Town Hall Annex ® Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 ® iQ roger.richert(c-D-town.southoId.ny.us Southold,NY 11971-0959 MUNTV,� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Milgrim Address: 1255 Goose Creek Lane City: Southold St: New York Zip: 11971 Building Permit#: 41227 Section: 78 Block: 8 Lot- 9 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Eastern Energy License No: 52689-ME SITE DETAILS Office Use Only Residential X Indoor Basement Service Only Commerical Outdoor X 1st Floor Pool New Renovation 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt Ceiling Fixtures HID Fixtures Service 3 ph Hot Water GFCI Recpt Wall Fixtures Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures CO Detectors Sub Panel A/C Blower Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt Emergency Fixtures Time Clocks Disconnect Switches Twist Lock Exit Fixtures LI TVSS Other Equipment: 4.8KW Roof Mounted Photovoltaic System to Include; 15- LG 320 Panels with Inphase M-280 Micro Inverters. Notes: Inspector Signature: Date: February 2, 2017 0-Cert Electrical Compliance Form.xls pF SOUlyOlo l � • �o n­ TOWN OF -SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION , [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) REMARKS: DATE `� �' INSPECTOR�V� � �� WGI CLAUDIO SCIANDRA, P.E. 5 Wesleyan Court• Smithtown, NY 11787-3011 • (631)543-2953 fax(631)543-1526 Cell 631-747-7495 E-mail:Ics4doaol.com Thursday, January 19, 2017 Town of Southold Building Department Town Hall Annex Building 54375 Route 25 P. O. Box 1179 Southold, New York 11971 Re: Certification Letter- Fifteen (15)320 W P.V. Roof Top Solar Panel Array, 4.8 kW Total Output,for Milgrim Residence— 1255 Goose Creek Lane Southold, New York 11971 I have reviewed the solar energy system installation in the subject topic on 01/12/2017. The units have been installed in accordance with the manufacturer's installation instructions and the construction drawings approved by the Building Department of the Town of Southold. The solar panel installation is in compliance with the requirements of the 2015 International Residential Code, the 2016 New York State Supplement to the Uniform Code, the 2015 Wood Frame Construction Manual, SEI/ASCE 7 "Minimum Design Loads for Buildings and Other Structures", the 2014 NFPA 70 Standard "The National Electrical Code", current industry standards and practice and based on documentation and data supplied by E2Sys at the time of this report. 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. Sincerely, ew yo CIA F lI D Luigi Claudio Sciandra Professional En er. pR0ss'oo FEB A ' 2017 L/ BLUDING D.>EpT TOWN OF SOUTTYOLD FIELD INSPECTION REPORT7 DATE COMMENTS 9-3 FOUNDATION(IST) s"3 H -------------------------------------- FOUNDATION (2ND) No Gly ROUGH FRAMING& y PLUMBING r INSULATION PER N.Y-. STATE ENERGY CODE C FINAL ADDITIONAL COMMENTS lit o/ n — m . s co 0 z d b H TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans TEL:(631)765-1802 Planning Board approval FAX:(631)765-9502 Survey South oldTown.NorthFork.net PERMIT,NO. Z'L� Check Septic Form N Y S D.E.0 Trustees Flood Permit Examined Storm-Water Assessment Form Contact: '\ St (AHd A ,. Approved Mail to: T V Disapproved a/c DEC m 8 2016 M aWWK V1 /q�11162- �1 a 5 2� Phone uis i " Q ON— Expiration Espirauon 20 TOI;lj 1� P1,C�S C C1 �0l Building Inspector P. Y APPLICATION FOR BUILDING PERMIT 'Date 12,) .20 1 (0 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. cThe 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 mi whole or in part for any purpose what so ever until the Building inspector issues a Certificate of Occupancy. r 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 fol 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"Lone 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) -T-4;11 0 Sound A4t- (Mailinaddress of applicant) Moff.f+V1cVn State whether applicant is owner,lessee,agent.architect,engineer,general contractor,electrician,plu�iriber o builder Name of owner of premises I V 1 l A Yc (As on 0 tax roll or latest deed) If apps` jsa rsig of duly authorized officer (Name and title of corporate officer) Builders License No. A, Oeq H Plumbers License No. Electricians License No. 52,l6 J30 Other Trade's License No. i 1. Location of land on which groposed work will be don House Number Street ((Hamlet County Tax Map No. 1000 Section Block V Lot 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 ion Alteration Repair Removal Demolition Other WA r 8 d) -- I (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 w , Dimensions of same structure with alterations or additions-Front Rear Depth Height Number of Stories I 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 /1,� �,�/L��*1 SOLAkhole, tlgT) 14.Names of Owner of premises &6 M 1 f 1 Mdress(2.55 - 0 CX-eIl�4ge No. l?a 1- _'(p5 •0285 Name of Architect 1 s 1 Y Address S-44--10 �alAes p W S Ii N h 11� 43 I C� Name of ContractorV 44 15YI Address --10 0L4 l4�one No. LI A 1-44Q- )A4 � rns ' - M�-r+UCK, N l►Q5Z 15 a.Is this property within 100 feet of a t dal wetland or afteshwater 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. i 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 ) Z �am« M►hV)I'CW_ being duly sworn,deposes and says that(s)he is the applicant c (Name of individual signing contract)above named, .9 3 G -0 y � (S)He is the ' ® Q = > (Contractor,Agent,Corporate Officer,etc.) 0 O xN 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; r.CA > D > that all statements contained in this application are true to the best of his knowledge and belief;and that the work will be N o m y performed in the manner set forth in the application filed therewith. n m s p ca Z daSworn to before me this M ��� y of 20 S- S O Notary Public Signature of Applicant Go X! A • r. ��° � '7C'c0>>[�I��I[\��.A�.'7C']E RL Scott A. Russell SUPERVISOR 0I\\1[A\NAG]EI\\][]EMC' SOUCHOLD TOWN HALL-P.O.Box 1179 p { 53095 Main Road-SOUrHOLD,NEW YORK 11971ti Town of Southold CHAPTER 236 - STORNMATER MANAGEMENT WORK SHEET , ( TO BE COMPLETED BY THE APPLICANT ) DOES THIS PROJECT 11aT7�7OLAIE i IN1Y OF, THE FOLLOei?'ILNG- !�t Yep No I HECK ALL IHAI APPLY) , j ❑ A. Clearing, grubbing, grading or stripping of land which affects more I� 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. 1, ❑I� C. Site preparation on slopes which exceed 10 feet vertical rise to { ❑(� 100 feet of horizontal distance. I D. Site preparation within ;100 feet of wetlands, beach, bluff or coastal erosion hazard area. ❑dE. Site preparation within the one-hundred-year floodplain as depicted on FIRM Map ,of any watercourse. )'( ❑ F. Installation of new or resurfaced impervious surfaces of 1,000 square !j feet or more, unless prior approval of a Stormwater Management �i Control Plan was received by the Town and the proposal includes ' in-kind replacement of impervious surfaces. If you answered NO to all of the questions above. STOP! Complete the Applicant section below with your Name, Signature, Contact Information, Date K County Tax Map Number! Chapter 23G 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. C- P A PLICA.NT (ProrettyOuncr De;tpPtofe-monaL Agent ConhnciI or.Othcr) — S.C. .NI. 1000 Date Di-inct NAME , , -46 � q l�---9- r 1� Section Block. -cot-- FOR otFOR BUILDING DEP_\R-Fk1[N1- USE ONIL-)' Contact information ' Bv- AAAA l - - — — — — — — — — — — — — - - ! ! Date: M Prope_rtv Aciclre�s/ Location of Comtruction Work- - — — — — — — — — — — — — — — — — 1 `Z�J /' DO�� /► Y.,�p�, I to • '� ;\pplo�ed fol t�toce3stng Building Permit. (tel lJ vV (� 1 Storm\\ater Management Contiot Plan Not Required c �ho1d Ylti1 X1I - - - - - - - - - - - - - - - - - 4► - ® Stoim\\ater Management Control Plan is Required. (Foit\ard to Engineetu)g Department forRet,te\�.) FORM = SNICP-TOS NIAY 2014 I t t , QF SQ(/r I Town Hall Annex Telephone(631)765-1802 54375 Main Road pax g QQ22 P.O.Box 1179 G� Q roQer.riChertCa#OVM SOCIt1101tl Southold,NY 11971-0959 BUMbING DEPARTMENT TOWN OF SOUTHOLD r: APPLICATION FORT ELECTRICAL INSPECTION REQUESTED BY. Date: Company Name: C Ols4Un O rWIS- k Name: 0%M 1 Y1Y)1 E License No.. 52Ce�Jq t , r Address:' -+4-40 SD Yl C, Aw,• l+1 Phone No.. _ `+ q 4U 64— is JOBSITE INFORMATION: (*Indicates required information) ;t *Name: S40 e IM 111 h'YY) *Address: 1255 t ne e K LY1 *Cross Street: I "' *Phone No.: 61 • -4 u 5 2 g5 �.r 'Permit No.: ' Tax:Map District: 1000 Section: Block: Lot: Cl *BRIEF DESCRIPTION OF WORK Please Print Clears t y)' - So)a Ve point l 15 LC-;, -32 )N.1L -G,4- Mo&ores � LL- 2- U S (Please Circle All That Apply) j *Is job ready for inspection: YES/ O Rough In Final f" *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 ; Number of Meters, Change of Service Overhead ' Additional Information: 'PAYMENT DUE WITH APPLICATION 824tequest for Inspection Form 1 soUry®l Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 ® Q Southold,NY 11971-0959 'Q February 8, 2017 �yc®UNTY�� BUILDING DEPARTMENT TOWN OF SOUTHOLD Eastern Energy Systems 7470 Sound Ave Mattituck NY 11952 Re: Milgrim, 1255 Goose Creek Lane, Southold TO WHOM IT MAY CONCERN: The Following Items(if Checked)Are Needed To Complete Your Certificate of Occupancy. NOTE: Engineer's certification letter required 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 — 41227 — Solar Panels i; f' CONSENT TO INSPECTION t 1�►S L Y1 m , the undersigned, do(es)hereby state: s Owner Name(s) That the undersigned e Town s (are) the owner(s)of the premises in thof Southold, located at �25� :6065e- C IC'k, LY1. So[A,,+hO 3 , which is shown and designated on the Suffolk County Tax Map as District 1000, Section 11b Block 8 , Lot That the undersigned (has;(have) filed, or cause to be filed, an applic tion in the Southold Town Building Inspector's Office for the following: -I tns-a N1 04�On 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: ( ature) ��1 ttll�Flh'� (Print Name) I (Signature) (Print Name) l i MINew York State Insurance Fund Workers'Compensation&Disability Benefits Specialists Since 1914 I 8 CORPORATE CENTER DR,3RD FLR,MELVILLE,NEW YORK 11747-3129 Phone:(631)756-4300 CERTIFICATE OF WORKERS' COMPENSATION INSURANCE . 1 ^"^^"^ 204209085 EASTERN ENERGY SYSTEMS INC 7470 SOUND AVENUE MATTITUCK NY 11952 Scan to Validate 1 POLICYHOLDER CERTIFICATE HOLDER EASTERN ENERGY SYSTEMS INC TOWN OF SOUTHOLD 7470 SOUND AVENUE PO BOX 1179 MATTITUCK NY 11952 SOUTHOLD NY 11971 POLICY NUMBER CERTIFICATE NUMBER PERIOD COVERED BY THIS CERTIFICATE DATE 11455663-3 454836, 06/08/2016 TO 06/08/2017 5/31/2016 I 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 06/08/2017, 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 06/08/2017 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. I i j I I 1 NEW YORK STATE INSURANCE FUND i DIRECTOR,INSURANCE FUND UNDERWRITING This certificate ban be validated on our web site at https://www.nysif.com/cerUcertval.asp or by calling(888)875-5790 VALIDATION NUMBER:600834499 U-26.3 l� EASTE10 OP ID: MN ACOROO CERTIFICATE OF LIABILITY INSURANCE FDATE(MM/DD/YYYY) 11/17/2016 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 NADME CT A.Joseph Stepnoski Neefus-Stype Agency,Inc. 711 Union Avenue accNN Eli:631-722-3500 (,C No:631-722-3591 P.O.Box 2340 E-MAIL Aqueboggue,NY 11931-23401 ADDRESS:jstepnoski@nsainsure.com A.Joseph Stepnoski INSURER(S)AFFORDING COVERAGE NAIC# INSURER A:Excelsior Insurance Company 11045 INSURED Eastern Energy Systems,Inc INSURER B:Ohio Casualty Insurance Co 24074 Solar Town LLC DBA Solar Universe East End INSURER C: 7470 Sound Ave INSURER D: Mattituck,NY 11952 INSURER E INSURER F: COVERAGES i CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THATiTHE 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 DDL UBR POLICY EFF POLICY EXP LTR INSD WVD POLICY NUMBER MMIDD MM/DD LIMITS A X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 CLAIMS-MADE x OCCUR CBP7066979 07/14/2016 07/14/2017 PREMISES Ea occurrence $ 100,000 MED FRCP(Any one person) $ 5,000 PERSONAL BADVINJURY $ 1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER. GENERAL AGGREGATE $ 2,000,000 X POLICY❑JECT I LOC PRODUCTS-COMP/OP AGG $ 2,000,000 OTHER $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ Ea accident ANY AUTO BODILY INJURY(Per person) $ ALL OWNED F7 SCHEDULED BODILY INJURY Per accident $ AUTOS AUTOS ( ) HIRED AUTOS NON-OWNED PROPERTY DAMAGE $ AUTOS Per accident UMBRELLA LIAB OCCUR EACH OCCURRENCE $ EXCESS LIAR CLAIMS-MADE AGGREGATE $ DED I I RETENTION!$ $ WORKERS COMPENSATION PER OTH- AND EMPLOYERS'LIABILITY YJ N STATUTE ER ANY PROPRIETOR/PARTNER/EXECUTIVE E L.EACH ACCIDENT $ OFFICER/MEMBER EXCLUDED? L1 NIA (Mandatory In NH) ' E L DISEASE-EA EMPLOYE $ If yS,describe under DESCRIPTION OF OPERATIONS below E L DISEASE-POLICY LIMIT $ i I DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached if more space is required) I CERTIFICATE HOLDER CANCELLATION TOWNSOU 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. PO Box 1179 1 Southold,NY 11971 AUTHORIZED REPRESENTATIVE I ©1988-2014 ACORD CORPORATION. All rights reserved. ACORD 25(2014/01) The ACORD name and logo are registered marks of ACORD I - GE� AQUEBOGUE ABSTRACT Corp. SITUATED AT AME MI CHAEL LYNNE SOLESALE LENDER M BAYVIEW CYNTHIA LYNNE TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW M S.C. TAX No. 1000-78-08-0 SCALE 1"=20' MARCH 30, 1994 (20 Q--.- , / CPFEK {GOOSE D NON N 67°53'5° 1235'= l O FOUND YpR •� k ET,CE .EHCE o y'S CONC POST k RNL FEND� \t ,1,�r IS FET1cE 2 S S ° yr e• owe ] iEhcE rENCC 5'ry-/ 1 7• . e7� '' � ; I 1 �••� \' I Q j �1 '9 K U? O M g C � O I `- 't, `�•,a FLAG POLE- II + O I O �� ' It AREA = 18,750.74 sq, ft ? ; q 0.431 ac. 1. ' RIO Ir k inn, „vEv • . V'4AN t1 A \ 14 •�y" zz t Y e•Q ,� ,A,14 O7 t • , °m9>fl+ 0p4 ♦9 O UNATHOWZED ALTERATION OR AEDITKIN ° 10 TMS SURVEY IS A MOLATICN Or • 9 B' SECTION- �TIONDSOF THE NEW YORK STATE ` , t _ -rt rREES .COPIES��OFroRSIINKMAP NOT EO SEAL BEARING OR 4 EM • Py p4y Jci`'' BED 9 STZ NDT BE CONSIDERED all 5�•rp o SO BE A VALID TRUE COPY. DRIVEWAY- '1•-`Yi. WOOD TIE CWRANTfES INDIGTED HL]EEON SHALL RUN to 7Y! ♦ p.0' WALL ONLY TO THE PFICION FOR WHOM THE SURVEY y M PREPARED,AND ON HIS BEHALF TO THE ) 06 WOOD STEPS 11RE OdJPANY,COYERNMENTAL AGENCY AND 1 0 tSPIlx1IG INS111UItON LISTED HEREON,AND +70 TN[A8e1GkkTfE GP ONE LENDING'GLMANEES ARE NOT TRANSFERABLE pn Y'y'•G dyr-I tt 2'� I SOF NElyyA 267 0 WE A. c n� x"X ®� n Ak M® 'o (31 N.Y.S Lrc NG 49668 Ln I� O � B5 E Joseph A. Ingegno v ` � Land Surveyor '°B ' Ni F°�`°' WON "^ �'�` y - D YON , `1,' •0 t1m;M0 SNNB 1 c O14 ( ; —Subdivisions — Site Plans — Construction Layout TENDS nTs S 67.53 J0' $/�IiU�CHER E 516 727-2C90 Fax (516)722-5093 HARRY CjjUSCHMACIIER Y "LOGETED AT MAILING ADDRESS & EDWIN s '%wrk'. P 0. Box 1937 PREPARED IN ACCORDANCE WITH THE WMMIAI ` ttW Yank 11931 Riverhead.New York 11801 THE EKISTANCE OF RIGHT OF WAYS STANDARDS FOR E7TLE Sl1RVL,S AS ESrAB16NED AND/OR EASEMENTS OF RECORD.IF LTA THE ft L.S AND APPROVED AND ADOPTED.,, ANY. NOT SHOWN ARE NOT GUARANTEED. FOR SUCH USE�THE N',EW Y' SIAiE IAIA'A,•^" TITLE ASSOCIATION. IF, N 0 APPROV, D A CalPLY WITd-i ALL ODES OF DATE: 6 B,p, NEWYORK STATE & TOWN CODES I? FEE±!i�- - By: AS REQUIRED ANI,,--� ��1110� OF NOTIFY BEE�7Z DEPAMENT AT AT 41 11)L�T � inn 765-1802 8 AM! TO 4 PM FOR TELE FOLLOWING INSPECTIONS: 1. FOUNDATIOIJ - TWO, REQUIREDiq R U S T E E S FOR POURED cbNCRETE 2. ROUGH - F,AMING & PLUMBING 3. INSULAT'I'ON, 4. FINAL-- -CONSTRUCTION MUST BE COMPLETE FOR C.O. IMY OR ALL CONSTRUCTION-,'SHALL MEET ET 'THE REQUIREMENTS "OF THE CODES OFVEW '-JS,',E IS UNLAWFUL YORK STATE.j ,NOT "RESPONSIBLE fOR '10JITHOUT CERTIFICATE DESIGN OR CONSTRUCTION ERRORS. OF OCCUPANCY r - J LUIGI CLAUDIO SCIANDRA, P.E. 5 Wesleyan Court• Smdhtown, NY 11787-3011 - (631)543-2953-fax(631)543-1526 E-mail:Ics4d@aol.com Thursday, December 01, 2016 Eastern Energy Systems 7470 Sound Avenue Mattituck, New York 11952 Tel. 631-779-4004 Attn.: Mr. Mike Lawton Engineer/Project Manager Re: Fifteen (15)320 W P. V. Roof Top Solar Panel Array, 4.8 kW Total Output,for Milgrim Residence—1255 Goose Creek Lane Southold, New York 11971 Dear Mr. Lawton: Pursuant to your request, I have reviewed the following information regarding the subject roof top solar panel array: • Cover Sheet with Site Visit/Verification prepared by E2Sys representative identifying specific site information including size and spacing of rafters for the existing roof. • Design drawings of the proposed system to include site plan, roof plan, mounting details for the solar panels ad 3 line electric diagram. 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 one (1) layer of asphalt shingles, 2"x8" Douglas Fir -rafters at 16" on center, '/2" thick plywood roof decking with 15° roof pitch, 2"x6" Douglas Fir ceiling joists at Won center. Our review of the photos of the exterior roof indicates no signs of settlement or misalignment caused by overstressed underlying structural members. Structural Analysis: The structural analysis has been carried out using the following design criteria Design wind speed (3 sec. gust): 130 mph Ground snow load: 20 lbs/sq. ft. r Solar Array Dead Load: 2.53 lbs/sq. ft. Total Weight of Array 1: 674.40 lbs The above values are within acceptable limits of recognized industry standards for similar structures. The structural analysis, performed for the existing structure and for the solar panel arrays, utilizing the above design loads, indicates that the existing roof rafters will be able to supports the additional panel weight without damage, if installed correctly. The onsite inspection 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 2015 International Residential Code,the 2016 NYS Supplement to the Uniform Code, the 2015 Wood Frame construction Manual, SEVASCE 7 "Minimum Design Loads for Buildings and Other Structures", current industry standards and practice and based on documentation and data supplied by E2Sys at the time of this report. Should you have any questions regarding the above or if you require additional information,do not hesitate to contact me. Sincerely, igi Claudio Sci dra, P. E. OF NEW a y G.SC1.4 ��r v '9 � s � 060935=� ��L! AROFESSIO�P� 2 DESIGN&DRAFTING BY: MINNICK SCOPE OF WORK NAJAMIE CERTIFIED CERTIFIED 051112-129 TO INSTALL A 4.8 KW SOLAR PHOTOVOLTAIC (PV)SYSTEM AT THE MILGRIM RESIDENCE, LOCATED AT 1255 GOOSE CREEK LANE,SOUTHOLD,NY 11971. REVISIONS THE POWER GENERATED BY THE PV SYSTEM WILL BE INTERCONNECTED � DESCRIPTION DATE REV WITH THE UTILITY GRID THROUGH THE EXISTING ELECTRICAL SERVICE EQUIPMENT. R THE PV SYSTEM DOES NOT INCLUDE STORAGE BATTERIES. ORIGINAL 11-29-2016 SYSTEM RATING 4.8 kW DC STC EQUIPMENT SUMMARY OF NEW yo 15 LG-320N1C-G4 60 CELL PV MODULES pC c " F C.sclq 15 ENPHASE MICRO INVERTER M280-60-LL-2-US ` . (�`` _.,.r-• 1 °`\ r I,� CONTRACTOR I IRONRIDGE XR100 MOUNTING SYSTEM s -� SHEETINDEX PV-1 COVER spa p 060936- PV-2 SITE PLAN RoFEss10NP- - --- /_° = l�a` SOLAR UNIVERSE PV-3 ROOF PV LAYOUT7470 SOUND AVE PV-4 STRUCTURAL/ DETAILS &SECTIONS PV-5 3-LINE ELECTRICAL DIAGRAM ` _ I/' '1 r MATTITUCK, NY 11952 l �^� I LICENSE # 43889 H GOVERNING CODES its ` -^��•q _ f �� PROJECTO ._ NAME 2014 NATIONAL ELECTRICAL CODE. �f „„ 2015 INTERNATIONAL RESIDENTIAL CODE AND NYS 2016 SUPPLEMENT. I -' A tl u u SUPPLEMENTUNDERWRITERS LABORATORIES (UL)STANDARDS OSHA 29 CFR 1910.269 PROJECT LOCATION GENERAL NOTES ® L w 1. CONTRACTOR SHALL CHECK AND VERIFY ALL CONDITIONS u z AT THE SITE PRIOR TO STARTING TO WORK AND SHALL FAMILIARIZE HIMSELF WITH THE INTENT OF THESE PLANS AND MAKE WORK AGREE THE SAME. `-"�,-.�7^�'=c."-" r t t .: :.,. J•..KKK;.T( l.i sixd_s'7x'.y°+, i' 6 ` 1 I°Yt ti )'�Y 1' •, e9 OWNER SHALL OBTAIN ALL REQUIRED s",`;, ,,s ; :r . co 2. CONTRACTOR ORO ':', "`:;,F.N', y,:','; �4 �s,{r '4 z� ,;� f , CERTIFICATES OF OCCUPANCY, E I.E. .;`5,,x*2" '''''` '`:''1 A � I' APPROVALS, PERMITS, 10, CONTRACTOR TO EFFECT AND MAINTAIN INSURANC r w's'''_ '.',.-,W t-, , INSPECTION APPROVALS, ETC., FOR WORK PERFORMED =' _ h'.; : "r FROM AGENCIES HAVING JURISDICTION THEREOF, IF CONTRACTOR'S LIABILITY, WORKMAN'S COMPENSATION, �_-.'�a`,<<.�,+,3�--;;-�-":�+,. '' -�,r:' �__�,a �' c � ��'��-N.�ty r:4£, � � COMPLETED OPERATION, ETC. ADEQUATE FOR THE REQUIRED. PURPOSES OF THIS PROJECT AND FURNISH PROOF OF 3. ALL WORK SHALL CONFORM TO CONSTRUCTION CODE t SAME PRIOR TO COMMENCING WITH WORK. :`� ' Ln AND ALL RULES AND REGULATIONS OF THE RESPONSIBLE 11. EACH SUBCONTRACTOR SHALL BE RESPONSIBLE FOR ;y�,> Y ' � f +nye �� 1 �k JURISDICTION. THE JOB SITE DURING THE -} '' CONDITION MAINTAINING SAFETY ON "ri,n-,''.2rr"rF "� e rte " f y N 4. IF IN THE COURSE OF CONSTRUCTION A CON CONSTRUCTION PHASE TO COMPLY WITH THE REGULATIONS ". <fe N Lo- �fi""' j�..' 41' � , '�' r Wy '>-t.: dye EXISTS WHICH DISAGREES WITH THAT AS INDICATED ON ` ' ,t3" AND REQUIREMENTS OF THE OCCUPATIONAL SAFETY AND �' t s THESE PLANS, THE CONTRACTOR SHALL STOP WORK AND HEALTH ADMINISTRATION. THIS SHALL INCLUDE, BUT ARE $r t" d# r� , - y ' NOTIFY THE ENGINEER. SHOULD HE FAIL TO FOLLOW THIS SHEET NAME PROCEDURE AND CONTINUE WITH THE WORK, HE SHALL NOT LIMITED TO: PROVIDING FOR ADEQUATE AND PROPER fl/�;:. �. � .. �.' ' �•` ,, P' sad. i r BRACING, SAFETY RAILINGS AND SECURE FOOTINGS FOR ,''�,,,�_,; L�,I� ' ' -„ - :. ';�' l � � �,;� ,;,. , •.` 'n� ,-�L�, � »?',�5�+' ASSUME ALL RESPONSIBILITY AND LIABILITY THEREFROM ALL TEMPORARY SCAFFOLDING STAIRS, ETC.,AS WELL AS ,x , ®dl�R 5. ALL STRUCTURAL STEEL SHALL BE A-36 AND SHALL BE PERMANENT CONSTRUCTION. * ' FABRICATED AND INSTALLED AS PER LATEST A.LS.0 12. FIGURED DIMENSIONS SHALL GOVERN. DO NOT SCALE '''' ' ° ` DRAWINGS, WHERE DIMENSIONS ARE ESTABLISHED BY i� ' �® Ire a fyx4 SPECIFICATIONS. r.m' ,i r ,':?;.,fir<_4.' ` 6. ALL ELECTRICAL WORK SHALL BE BOARD OF FIRE ' �' _ "`'' « EXISTING CONDITIONS. EACH CONTRACTOR SHALL VERIFY ,` .:. .^ n'4vxq _�`k+„ w ;: ,{ ,,i•,, UNDERWRITERS APPROVED AND IN ACCORDANCE WITH EXISTING CONDITIONS PRIOR TO ORDERING MATERIALS AND COMMENCING WITH WORK ' N.E.C. & NYS CODES & REGULATIONS DRAWING SCALE . '`' '' ,�;ra,*��iia.i5"ty�+"�•'Saa`. 7. ANY DEVIATION FROM THESE PLANS WITHOUT THE 13. CONTRACTOR TO REMOVE ALL DEBRIS CREATED BY THIS y <, •ry ; ,.,,-, L;,p, , ;' s, a',,.`1 i' _a WRITTEN CONSENT OF THE ENGINEER WILL NEGATE THE - J r ' N.T.S., €'. .r, '"' b"• s .4� .�' ••K• 11 V1 WORK FROM THE SITE AND DISPOSE OF IN A LEGAL , ;,tj. -`$" a' x. ) j ,..• ;^ 'q ,{; 't^ ',' ;'j- ENGINEER'S CERTIFICATION OF THESE PLANS. MANNER ON A WEEKLY BASIS OR SOONER IF CONDITIONS i1 ' 8. THESE DRAWINGS AS INSTRUCMENTS OF SERVICE ARE , . L � F- WARRANT. 1� _�4 � �e- k; .��. AND SHALL REMAIN THE PROPERTY OF THE ENGINEER .. I w r. t A 14. AT THE COMPLETION OF WORK, THE SITE TO BE +�'""-� -`i� �� � •���� '° - � Y ` �� j� WHETHER THE PROJECT FOR WHICH THEY ARE MADE IS CLEARED OF ALL DEBRIS AND EXCESS MATERIALS. THE SHEET NUMBER EXECUTED OR NOT. THEY ARE NOT TO BE USED ON ANY FACILITY IS TO BE LEFT BROOM CLEAN AND WORK IS TO BE AERIAL VIEWVe OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT COMPLETED TO THE TOTAL SATISFACTION OF THE OWNER `” 9. CONTRACTOR SHALL PROTECT, PATCH AND REPAIR ALL PRIOR TO RELEASE OF FINAL PAYMENT. EXISTING WORK ADJACENT TO HIS WORK, OR DAMAGED AS RESULT OF HIS WORK. DESIGN&DRAFTING BY: CONSTRUCTION NOTES JAMIE MINNICK NABCEP CERTIFIED 1.) ALL EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE WITH THE 051112-129 MANUFACTURER'S INSTALLATION INSTRUCTIONS. 2.) ALL OUTDOOR EQUIPMENT SHALL BE RAINTIGHT WITH MINIMUM NEMA 3R RATING. REVISIONS 3.) ALL LOCATIONS ARE APPROXIMATE AND REQUIRE FIELD VERIFICATION. DESCRIPTION DATE REV ORIGINAL 11-29-2016 OF NEW Y yC GAO Sc CONTRACTOR NOTE: 2sFo 080930 pR01:ESSIO104 I 16" SPACING BETWEEN PV MODULES TYP. ARRAY #1 DIMENSIONS ARE FROM EDGE OF PV MODULES p° 15 MODULES TO EDGE OF ROOF SHINGLES TYP. SOLAR UNIVERSE 7470 SOUND AVE 150 PITCH MATTITUCK, NY 11952 1920 AZIMUTH A,Z�p° Q gyp° LICENSE # 43889 H V" Z °rL�p° ° PROJ W NAME S Z RIDGEll��Mz_m, LLJ L/ W 1 rn LEGEND w W / EXISTING UTILITY METER //yy MAIN SERVICE PANEL cPPV ®AE/C DISCONNECTSUB-PANE W U COMBINER INVERTERS W to OND ELECTRODE O PV MODULE O RACKING RAIL 'R O O ATTACHMENT POINT O EEEHE cl) ---RAFTERS L \Yl i ROOF PITCH ANGLE Ln SUNRUN METER N ®VENT \\ . O PLUMBING VENT Ki SKY LIGT SHEET NAME H CHIMNEY ROOF DETAIL GOOD I I I I I COMPOSITE SHINGLES , GOODOD CONDITION (�1 POTENTIAL SHADING ISSUES U TRIM/REMOVE AS NECESSARY CONSTRUCTION SUMMARY DRAWING SCALE (15) LG 320NlC-G4 PV MODULES, 4.8 kW DC STC. N.T.S. (15) ENPHASE MICRO INVERTER S280-60,LL-2-US N (z2) ATTACHMENT POINTS @ 64" OC MAX. (100.3) LF IRONRIDGE XR100 MOUNTING SYSTEM. ROOF TYPE = ASPHALT SHINGLE. ROOF STRUCTURE = ASSY #1 2X8 DOUGLAS FIR RAFTER @16" O.C. SHEET NUMBER ROOF STRUCTURE = ASSY #1 2X6 DOUGLAS FIR JOIST @16" O.C. PV-3 ROOF STRUCTURE = ASSY #1 2X8 DOUGLAS FIR RIDGE BEAM. DESIGN&DRAFTING BY: LOAD CALCULATIONS ARRAY #1 ITEM DESCRIPTION ARRAY #1 JAMIE MINNICK Module Weight 37.48 Lbs _(9L Rafter 2x8 D-FIR @16"O.C. NABCEP CERTIFIED # of Modules 15 (D)_ Docking 1/2" PLYWOOD ostttz-tz9 Total Module Wei ht 562.2Lbs of NEW1 R (C) Collar Tie N/A Total Len th of Rail 100.3 Ft �;G�O SID (J) Joist 2x6 D-FIR 16" O.C. Rail Wei ht Der Foot 0.68 Lbs REVISIONS v (P) Pitch 15° DESCRIPTION DATE REV Total Rail Wei ht 68.2 Lbs (RB) Rid a Board/Beam 2x8 D-FIR # of Standoffs 22 P (H)- S an Width 120" ORIGINAL t1-29-2016 Wei ht per standoff 2 Lbs fru (K) Knee Wall N/A Total Standoff Wei ht 44 LIDS �? Total Arra Weight 674.4 Lbs SFa 060935 ���' (R) (RB) Point Load 30.7 Lbs pROFESSION� Total Arra Area 267 So Ft (D) Arra Dead Load 2.53Lbs/S Ft As per ASCE 7 - Method 1: 0 Ig - P net = t net30 eq -2 zt sec i ne a e - CLIMACTIC AND Ground Vind Speed Live load, Point Max fastener CONTRACTOR GEOGRAPHIC DESIGN Category Snow Load 3 sec gust pnet30 per pullout load Fastener Type spacing along CRITERIA Pg mph ASCE7, psf Ib. rails, in. A # 20 130 # 468 5/16" x 6" Stainless Steel 64° Roof Section B # TYP. TYP. # TYP, Lag Bolts ( ) (C) SOLAR UNIVERSE ;TABLE R30-1.2(9) 7470 SOUND AVE CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA MATTITUCK, NY 11952 GROUND WIIID DESIGN SEISMIC SUBJECTTO DAMAGE FROM WIIITER' ICE BARRIER FLOOD AIR PAEAII LICENSE # 43889 H SHOW Speed° Topographic Speclalvdnd windbome DESIGN weathering" Frosthne Termke° DESIGN UNDERLAYMCUT HAZARDSs FREEZIIIG APIIIUAL 1114 LOAD" effects' re Ion deb (H)rlszonem CATEGORY' death' TEMP° REQUIRED" INDEXr TEPAP� Ibslh? mph °F °F PROJECT B pT NAME 20 130 YES NO YES B SEVERE 3'-0" MODERATE 11 `/ES NO 452 52.7 „ 1 mile TO HEAVY (K) W) For S: 1 pound per square foot=0.0479 kPa, 1 mile per hour=0.447 m/s. a. Weathering may require a higher strength concrete or grade of masonry than necessary to satisfy the structural t L) requirements of this code.The weathering column shall be filled in with the weathering Index,"negligible,""moderate"or"severe"for concrete as determined from Figure R301.2(3).The grade of masonry units shall be determined from ASTM C 34,C 55,C 62,C 73,C 90,C 129,C145,C 216 Z or C 652, ROOF FRAMING DETAIL 1 ® L shall fi11 in the frost line depth column with b. The frost line depth may require deeper footings than indicated in Figure R403.1(1).The jurisdiction the minimum depth of footing below finish grade. SCALE: 1/2" = 1'-0" U) X � C. The jurisdiction shall fill in this part of the table to indicate the need for protection depending on whether there has been a history of local UJ U subterranean termite damage. d. The jurisdiction shall fill in this part of the table with the wind speed from the basic wind speed map[Figure R301.2(4)A].Wind exposure W category shall be determined on a site-specific basis in accordance with Section 11301.2,1.4. (/) e. The outdoor design dry-bulb temperature shall be selected from the columns of 971/2-percent values for winter from Appendix D of the International Plumbing Code.Deviations from the Appendix D temperatures shall be permitted to reflect local climates or local weather experience as determined by the building official. f. The jurisdiction shall fill in this part of the table with the seismic design category determined from Section R301.2.2.1. (D° g. To establish flood hazard areas,each community regulated under Title 19,Part 1203 of the Official Compilation of Codes,Rules and MODULE MOUNTING CLIP ®9 Regulations of the State of New York(NYCRR)shall adopt a flood hazard map and supporting data.The flood hazard map shall include,at a SOLAR MODULE d(1 minimum,special flood hazard areas as identified by the Federal Emergency Management Agency in the Flood Insurance Study for the community, STAINLESS STEEL 3/15" G11 BOLT AND Nur as amended or revised with: i.The accompanying Flood Insurance Rate Map(FIRM), ii.Flood Boundary and Floodway Map(FBFM),and iii.Related supporting data along with any revisions thereto. The adopted flood hazard map and supporting data are hereby adopted by reference and declared to be part of this section. ALUMINUM"L^BRACKET SHEET NAME h. In accordance with Sections R905.4.2,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 STRUCTURAL part of the table with"NO" ALUMINUM FLASHING 1. The jurisdiction shall fill in this part of the table with the 100-year return period air freezing index(BF-days)from Figure R403.3(2)or from the 2XB RAFTER 100-year(99 percent)value on the National Climatic Data Center data table Air Freezing Index-USP.Method(Base 327)." J. The jurisdiction shall fill In this part of the table with the mean annual temperature from the National Climatic Data Center data table"Air 5/16"x 6"STAINLESS Freezing Index-USA Method(Base 32°F)," STEEL LAG BOLT WITH 2 t/2"MIN THREAD DRAWING SCALE k. In accordance with Section R301.2.1.5,where there is local historical data documenting structural damage to buildings due t0 topographic ASPHALT SHINGLE ROOF PENETRATION SEALED WITH GEOCEL 4500 wind speed-up effects,the jurisdiction shall fill in this part of the table with"YES."Otherwise,the jurisdiction shall indicate"NO"in this part of the AS TE®, table. I. In accordance with Figure R301.2(4)A,where there is local historical data documenting unusual wind conditions,the jurisdiction shall fill in this part of the table with"YES"and m. In accordance with Section R301.2.1.2.1,the jurisdiction shall indicate the wind-borne debris wind zone(s).Otherwise,the jurisdiction shall SHEET NUMBER indicate'NO"in this part of tha table. n. The ground snow loads to be used In determining the design snow loads for roofs are given in Figure R301.2(5)for sites at elevations up to PV-4 1000 feet.Sites and elevations above 1000 feet shall have their ground snow load increased from the mapped value by 2 lbs/ft2 for every 100 feet MOUNTING DETAIL 1 _ above 1000 feet. SCALE: 1 1/2" = 1'-0" (') See Figure R301.2(4)B. DESIGN&DRAFTING BY: SOLAR ARRAY(4.8 kW) JAMIE MINNICK (15)LO 320NIC G4 SOLAR MODULES TOTAL SOLAR MODULE NABCEP CERTIFIED (15)MICRO-WVERTERS CONNECTED IN PARALLEL PER BRANCH CIRCUIT 051112-129 STRMG.1 STRING OF 8 MODULES _ _ _ REVISIONS AND 8 MICRO-INVERTERS �. ENPHASE TO UTILITY GRID r,_ _________________________ __ DESCRIPTION GATE REV - - - - _ TERMINATOR(TYP.) ' ORIGINAL 11-29-2016 I G G ►— --------- ------------- G o G G a OF NEW Y Lt L BI-DIRECTIONAL MICRO-INVERTER g G G SCIgN C7 UTILITY METER ENPHASE S280-60-LL-2-US 1-PHASE,240 V I STRING^2 240 VAC,1.13 A v 9 I STRING OF 7MODULES 96.5%.CEC-WEIGHTED EFF I AND 7 M1CROdNVERTERs — — — _ r�., L1 L n, rt, ti NEMA 6,UL LISTED(TYP.) >f I r- - --------- - -'G 60931� u x N CONTRACTOR%E.NPHASE BR-- FESSIO j CIRCUIT CABLE(TYP.) I + BOX JUNCTION I MAIN SERVICE DISCONNECT —�_240 V.100 A 240 V,NEMA 4 UL LISTED MP) I I 0- SOLAR 1 SOLAR LOAD CENTER I I 2-POLE PV BREAKER L2 L2 SOD HOM612LIDORS AC DISCONNECT 240 V,20 A �G N L2 L1 ¢ N L2 LI 240 VAC,100A SOLAR UNIVERSE SO D D223NR3 SHALL BE INSTALLED I I (2�5 A 2 pLOLISTEDLE geEwcERs 240 VAC,30 A AS FAR AS POSSIBLE FROM L1 L1 7470 SOUND AVE I I NEMA 3REULUSMD ECT MAIN SERVICE DISCONNECT L2 L2 MATTITUCK, NY 11952 I I L1 L1 LICENSE # 43889 H G N l2 LI G N L2 L1 is A -: 2 L2 L2 MAIN SERVICE PANEL L2 PROJEL�TrNAME 1 N N N 240I-PHAG ■,. 240 VAC Z , 2 r G_ G __—_ G 100 N " WQ ----------------------------------"--- --- , G ,2; ,� 1 -I U J 15 A EXISTING 1 I ELECTRODERSYSTEMG Z 2 ------- W 01 ---------------- W W N D -------------------- G --- _ V/ Z ' W U 2 W � N G WIRE & CONDUIT SCHEDULE O CIRCUIT CIRCUIT CIRCUIT CONDUCTOR CONDUCTORS CONDUCTOR CONDUIT FILL CONDUCTOR GROU%ID GROUND GROUND TYPE CONDUIT CONDUIT AMBIENT TEMP ESTIMATED Voltage Drop (% J V I.D. # ORIGINDESTINATION SIZE PER POLE QUANTITY DERATE INSULATION SIZE QUANTITY INSULATION (CU/AL) TYPE SIZE TEMP DERATE DISTANCE 310.15 B)3 310,15(9)(2a)/(3c) C Ln STRING, COMBINER BOX AWG #10 1 6 0:8 USE-2/PV Wire AWG #8 1 BARE CU FREE AIR 1„ 7090 0,76 120 FT 0.8% G Ln 1 OR PVC N 2 COMBINER BOX AC DISCONNECT AWG#12 1 3 1 THWN-2 AWG #8 1 THWN-2 CU PVC 1" 454C 0,87 180 FT 0,3Y. 3', AC DISCONNECT AIN SERVICE PANE AWG #12 I 1 3 1 THWN 2 AWG #8 i THWN-2 CU PVC 1" 45flC 0.87 10 FT 0 6% SHEET AME ELECTRICAL NOTES CALCULATIONS FOR CURRENT CARRYING CONDUCTORS 'LINE DIA. 1.)ALL EQUIPMENT TO BE LISTED BY UL OR OTHER NRTL,AND LABELED FOR ITS APPLICATION. #1 Inverter Output Wire Ampacity Calculatlon CONFIGURATION 2)ALL CONDUCTORS SHALL BE COPPER,RATED FOR 600 V AND 9040 WET ENVIRONMENT. Inverter Output Circuit OCP Calculation(Inverter Imp)*(1,25) = 11.3 A g+7 3.)WIRING,CONDUIT,AND RACEWAYS MOUNTED ON ROOFTOPS SHALL BE ROUTED DIRECTLY AWG #10, ampacity•Temp Derate•Condult Fill Derate= 24,32 A Modules per String TO,AND LOCATED AS CLOSE AS POSSIBLE TO THE NEAREST RIDGE,HIP,OR VALLEY. 24.32 A> 11,3 A,therefore DC wire size Is valid. Inverters per Module 1 4.)WORKING CLEARANCES AROUND ALL NEW AND EXISTING ELECTRICAL EQUIPMENT SHALL Number of Inverters 15 DRAWING SCALE COMPLY WITH NEC 110.26. #2 Combined Inverter Output Wire Ampacity Calculation Load Center t0 AC Disc. 5.)DRAWINGS INDICATE THE GENERAL ARRANGEMENT OF SYSTEMS CONTRACTOR SHALL Inverter Output Circuit OCP Calculation(Inverter Imp)+(1.25) = 20 A Record low temp 10QC FURNISH ALL NECESSARY OUTLETS,SUPPORTS,FITTINGS AND ACESSORIES TO FULFILL AWG#12,ampacity+Temp Derate+Conduit Fill Derate = 26.1 A Voc Temp Coefficient -0.28Y/BC APPLICABLE CODES AND STANDARDS 26.1 A> 20 A,therefore AC wire size is valid. CALCULATIONS N.T.S. 6.)WHERE SIZES OF JUNCTION BOXES,RACEWAYS,AND CONDUITS ARE NOT SPECIFIED, DC SYSTEM SPECIFICATIONS THE CONTRACTOR SHALL SIZE THEM ACCORDINGLY. Operating Current 9.5 A =(#of strip s)+(Im ) 7.)ALL WIRE TERMINATIONS SHALL BE APPROPRIATELY LABELED AND READILY VISIBLE. #3 Combined Inverter Output Wire Ampacity Calculation AC Disc.to MSP Operating Voltage 33.6 V =(# modules In series)•(Vm ) 8.)MODULE GROUNDING CLIPS TO BE INSTALLED BETWEEN MODULE FRAME AND MODULE Inverter Output Circuit OCP Calculation(Inverter Imp)+(1.25) = 20 A Max, System Voltage 44.9 V (#modules inseries)+[(((-#.##%VNC+.OI)°(LoTcmp##°C-25))°(Voc)}f(Voc)] SUPPORT RAIL,PER THE GROUNDING CLIP MANUFACTURER'S INSTRUCTION. SHEET NUMBER 9.)MODULE SUPPORT RAIL TO BE BONDED TO CONTINUOUS COPPER G E.C.VIA WEEB LUG AWG#12,ampacity*Temp DerateaConduit Fill berate= 26.1 A Short Circuit Current 12.6A =(#of strings)+(Isc)+(1.25)per Art. 690.8(A)(1) OR ILSCO GBL-4DBT LAY-IN LUG. 26.1 A> 20 A,therefore AC wire size Is valid. 10.)THE POLARITY OF THE GROUNDED CONDUCTORS IS(Positive/nega8ve) AC SYSTEM SPECIFICATIONS PV-5 OR Max AC Out ut Current 20 A 10.)THE DC SIDE OF THE PV SYSTEM IS UNGROUNDED AND SHALL COMPLY WITH NEC 690 35. Operating AC Voltage 240 V