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HomeMy WebLinkAbout41254-Z Town of Southold 5/31/2017 o P.O.Box 1179 e' 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 38982 Date: 5/31/2017 THIS CERTIFIES that the building SOLAR PANEL Location of Property: 2895 Aldrich Ln., Laurel SCTM#: 473889 Sec/Block/Lot: 125.-2-1.5 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 12/21/2016 pursuant to which Building Permit No. 41254 dated 12/28/2016 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: ROOF MOUNTED SOLAR PANELS ON EXISTING ACCESSORY FRAME BARN AS APPLIED FOR The certificate is issued to Chituk,Eugene of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 41254 04-18-2017 PLUMBERS CERTIFICATION DATED Authorized Signature ���uFFnt�.Co� Town of Southold 5/31/2017 P.O.Box 1179 0 53095 Main Rd �'8�,0� ao� Southold,New York 11971 r ^ CERTIFICATE OF OCCUPANCY No: 38983 Date: 5/31/2017 THIS CERTIFIES that the building SOLAR PANEL Location of Property: 2895 Aldrich Ln., Laurel SCTM#: 473889 See/Block/Lot: 125.-2-1.5 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 12/21/2016 pursuant to which Building Permit No. 41254 dated 12/28/2016 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: ROOF MOUNTED SOLAR PANELS ON AN EXISTING ACCESSORY METAL BARN AS APPLIED FOR The certificate is issued to Chituk,Eugene of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 41254 04-18-2017 PLUMBERS CERTIFICATION DATED Authorized Signa re TOWN OF SOUTHOLD 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#: 41254 Date: 12/28/2016 Permission is hereby granted to: Chituk, Eugene PO BOX 9 Cutchogue, NY 11935 To: install roof-mounted solar panels on (2) existing accessory buildings as applied for. Two CO's are required simultaneously. At premises located at: 2895 Aldrich Ln., Laurel SCTM # 473889 Sec/Block/Lot# 125.-2-1.5 Pursuant to application dated 12/21/2016 and approved by the Building Inspector. To expire on 6/29/2018. Fees: SOLAR PANELS $50.00 SOLAR PANELS $50.00 ELECTRIC $100.00 ELECTRIC $100.00 CO -ACCESSORY BUILDING $50.00 CO -ACCESSORY B DING $50.00 fdb) DD Buil 69,flaspector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN BALL 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-existin,,Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50 00 5. Temporary Certificate of Occupancy-Residential$15.00, Commercial$15.00 Date. 1 I� New Construction: r� Old or Pre-existing )LLBuilding: (check one) ` Location of Property: 199 5 �) Gl Y ch U Y--c 1 House No. (� 1, Street �,J Hamlet Owner or Owners of Property: Ebh(1t0 C_ 1 I)+ (&I, v15 Suffolk County Tax Map No 1000, Section Block Lot Subdivision Filed Map. Lot: Permit No. Lqj )-5q Date of Permit.; Applicant: Health Dept. Approval: Underwriters Approval: Planning Board Approval: I / Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ b V &t arc% Ain Applicant Signature CONSENT TO INSPECTION e- ch the undersigned, do(es) hereby state: Owner(s)Name(s) That the undersigned is (are)the owner(s)of the premises in the Town of Southold, located at ')-AGJ AI &( Gh Ln Lr ouu f- which is shown and designated on the Suffolk County Tax Map as District 1000, Section 12-5-, Block�, Lot I. 5 . That the undersigned (has) (have) filed, or cause to be filed, an application in the Southold Town Building Inspector's Office for the following: o`(J�tJ►Vl� -1, �a I�L��1� 1 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: (Signature) (Print Name) (Signature) (Print Name) SOUr�®lo Town Hall Annex Telephone(631)765-1802 54375 Main Road CA Fax(631)765-9502 P.O.Box 1179 �Q roger.richert(a�town.Southold.ny.us Southold,NY 11971-0959 '01 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Chituk Address: 2895 Aldrich Lane City: Laurel St: New York Zip: 11948 Building Permit#: 41254 Section: 125 Block: 2 Lot: 1.5 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Eastern Energy Systems License No: 52689-ME SITE DETAILS Office Use Only Residential X Indoor Basement Service Only Commerical Outdoor X 1st Floor Pool New Renovation 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt 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 Fixture Time Clocks Disconnect Switches Twist Lock Exit Fixtures TVSS Other Equipment. 28.86 KW Roof Mounted Photovoltaic System to Include, 111- Hyundai M260 Panel 111- Enphase Micro Inverters, M215, AC Disconnects, 2-Combiner Boxes, Notes: 2- PV Meters. Inspector Signature: Date: April 18, 2017 0-Cert Electrical Compliance Form.xls OE 50UTyo`o TOWN 'OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ] ELECTRICAL (FINAL) REMARKS: DATE j I INSPECTOR 1 LUIGI CLAubio SCIANDRA, P.E. MAY 3 02017 5 Wesleyan Court• Smithtown, NY 11787-3011 . (631)543-2953•fax(631)543-1526 BUILDING DEPT. Cell.631-747-7497 E-mail:Ics4d(a)aol.com TOWN OF SOUTHOLD Thursday, April 27, 2017 Town of Southold Building Department Town Hall Annex Building 54375 Route 25 P. O. Box 1179 Southold, New York 11971 Re: Certification Letter-One Hundred Eleven (I 11) 260 W P. V. Roof Top Solar Panel Array, 28.86 kW Total Output,for Chituk Residence—2895 Aldrich Lane Laurel, New York 11948 1 have reviewed the solar energy system installation in the subject topic on 04/23/2017. 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, <E or- 01 rp sCJA Rif pRo�ssroN�'� Luigi Claudio Sciandra, Professional Engineer. FIELD INSPECTION REPORT DATE COMMENTS -S- FOUNDATION -FOUNDATION(IST) y -------------------------------------- FOUNDATION (2ND) t� O � y ROUGH FRAMING& y PLUMBING Z r t� INSULATION PER N.Y. ' 3 STATE ENERGY CODE FINAL ADDITIONAL COMMENTS s o � z ty b H TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following_before applyme TOWN HALL Board of Health SOUTHOLD,NY 11971 4 sets of Budding Plans TEL:(631)765- 02 / I Planning Board approval FAX:(631)765-959502 � (`-fe.( Survey South oldTown.North Fork.net PERMIT NO. Check Septic Form v 0, N Y SE.0 Trustees Flood Permit E\ammed Storm-Water AssessmentI �lFnorm Contact: Eas -�1 G t bL J r��\ Tom"1J Approved C 20101 Mad to t D t�UI 1� /`1yr� Disapproved a/c DEC IVIU.�•'4')�'�/1.�'t�ctti 1q I,,JA6C " ��T Phone (0J 1" l dl '�1 dtf-64- Expiration 20 $9J><+'D � ®�+� .p eo�sr cap i w hen i s Secy. ® ®t S° Building Inspector APPLICATION FOR BUILDING PERMIT Date �A1 .20 INSTRUCTIONS a This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans,accurate plot plan to scale Fee according to schedule b.Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas,and waterways c The work covered by this application may not be commenced before issuance of Building Permit d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant Such a permit shall be kept on the premises available for inspection throughout the work e No building shall be occupied or used iniwhole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f.Every building permit shall expire if the work 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 interum,the Building Inspector may authorize,in writing,the extension of the permit foi an addition six months Thereafter,a new permit shall be required APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk County,New York,and other applicable Laws,Ordinances or Regulations,for the construction of buildings,additions,or alterations or for removal or demolition as hcrem described.The applicant agrees to comply with all applicable laws,ordinances,building code,housing code,and nzgulations,and to admit authorized inspectors on premises and in building for necessary inspections (Signature of applicant or name_if a corporation) 1�01 44-q D -1-SN'rDIA n6 A-ut 14 (Mailing address of applicant) State whether applicant is owner,leslsec,agent,architect,engineer.general contractor,electrician,plumber or builder Name of owner of premises (As on the tax roll or latest deed) if=t• t is tin gnature of duly authorized officer (Name and title ofnncorporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which pro o ed wor will be done: 'Lh Ln L-12 A Low House Number Street Hamlet County Tax Map No. 1000 Section e Block 2 Lot Subdivision Filed Map No. Lot 4 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction. a. Existing use and occupancy b. Intended use and occupancy 3. Nature of work(check which applicable):New Building Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost Fee (To be paid on filing this application) 5. If dwelling,number of dwelling units Number of dwelling units on each floor 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 premise$ V CY1 t AAA Address2_5q6 A I C�YY ch Phone No. LP3 I r� (�J Name of Architect 1r(1S i'1 1AIQ 1 UA��GI� Add cs N)tSIM(TONY' 11126 Name of Contractor E ! yyeffi .5Lp �clessU-40 SOIL h -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 Imes. 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. y, Z STATE OF NEW YORK) < 0 SS. o ® 0 `COUNTY Or 17 ��� 5 am`�, M I F �) Vr� being duly swom,deposes and says that(s)he is the applicant o D C r d (Name of individual signing contract)above named, so 75 Lo M, Or N n (S)He is the Nn+me -D'/ v_ C D > A (Contractor,Agent,Corporate Officer,etc.) q a M o0.. p M of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application, n w Z .< that all statements contained in this application are;true to the best of his knowledge and belief:and that the work will be O AM performed in the manner set forth in the application filed therewith o C � Sworn to before me this 0 ��_day of 20 / 16 Notary Public Signature of Applicant Scott A. Russell s° Ir�y ST01KMW.AT1E]R , SUPERVISOR 1\�l[AL1�A\\UEI�MI ENT SOUTHOLD TO[hTI HALL-P.O.Box 1119 53095 Main Road-SOUTHOLD,NW EYORK 119-71 'f/ Town of Southold CHAPTER 236 o ST®RMWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT ) :DOES THIS PROJECT Ji-170LyE ,SIN- OF THE FOLLO" INCt- Ye; \to CHECI� ALL -Illm 41"Lli ® A. Clearing, grubbing, grading or Stripping of land ��rhich.affects more than 5,000 square feet of gl-ound surface. YC. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. . Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. D. Site preparation yvithin 100 feet of wetlands, beach, bluff or coastal erosion hazard area. ® E. Site preparation within.the one-hundred-year floodplain as depicted on FIRM Map of any «<atercourse. dF. Installation of new or resurfaced lm square impervious surfaces of 1,000 . ® P feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal Includes in-kind replacement of impervious surfaces. If you answered NO to all of the questions above. STOP! Complete the Applicant section below with your Name, Signature, Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project. If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building Department with pour Building Permit Application. - S.C.T.N-1. 10001 Date APPLIC As1NT• (Prolpei t:Cor n/ei.Dczignl Pi/of zio1naall..Agent.Contractor/Other,) /' Dt:irici NAME: - L1�0�. IV�V1 `�Vr111�/�V� 1/16. 2 I •� l� dl � � ���✓\l�.Cl� Section 6loct. Lot IrrI nn �%j� V "FOR BLILDI\C� DEPARTMENT USE 0\-L Y Contact Information UGr`J �q _C) 7 i T.i-Fem��—• Rel sewed Bl: , Date: Property Address/Location of Cotntruction Work: _ — _ — — _ _ — — _ — — _ _ _ _ Apprmed Foi processing Building Permit. 1 1 l�r(1 Stormwater Management Control Plan Not Required. LWA J�W Stormv atei iNlanagement Control Plan is Required. i (Forward to Engineering Department for Reviell.i — - -------- ----- - - FORIM K SMCP-TOS MAY 2014 f SO�pyolo Town Hall Anncxj Telephone(631)765-1802 i 54375 Main Road cn _gax(631)765-95 j P.O.Box 1179 roger.richert(CYliown.soutll 15.ny.us Southold,NY 11971-0959 1�w0UlIt`I f k BUILDING DEPARTMENT k TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY. Date: I la Company Name: C(,,�c� k Name: CAM k � I'UI I Y � C� License No.: _)2_ b-8q " (_ Address: --+470 &\�tin �'� "yzt. Phone No.: U81 - --I q - 4-0 0 4- i JOBSITE INFORMATION: (*Indicates requiredinformation) *Name: Lk l� *Address: 2 J 37 I C h M *Cross Street: *Phone No.: U, - -'a 4 LE5 Permit No.: 'i I CSLl Tax-Map District: 1000 Section: (25® Block: 2 Lot: i *BRIEF DESCRIPTION OF WORK(Please Print Clearly) l l I !�-u In,nela.� -� ► S _ �2 Cc0 RrC (�Il'lQ,l s �����-� �l o��- i�� � wro TYWYY US X1121 6 -LID - 2LL- S22-- (Please Circle All That Apply) *Is job ready for inspection: YES/ O_ Rough In F nal *Do•you need a Temp Certificate: YES ,\ O Temp Information (if needed) I *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 k 82-Request for Inspection Form I SOU��olo Town Hall Annex Telephone(631)765-1802 54375 Main Road jog Fax(631)765-9502 P.O.Box 1179 G Southold,NY 11971-0959 April 21, 2017 BUILDING DEPARTMENT TOWN OF SOUTHOLD Eastern Energy Systems 7470 Sound Ave Mattituck NY 11952 Re: Chituk, 2895 Aldrich Ln, Laurel TO WHOM IT MAY CONCERN: The Following Items(if Checked)Are Needed To Complete Your Certificate of Occupancy: NOTE: Certification 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 —41254— Solar Panels i 0 New York State Insurance Fund Workers'Compensation&Disability Benefits Specialists Since 1914 8 CORPORATE CENTER DR,3RD FLR,MELVILLE,NEW YORK 11747-3129 Phone.(631)756-4300 CERTIFICATE OF WORKERS' COMPENSATION INSURANCE 0 ❑� ^"A^A A 204209085 EASTERN ENERGY SYSTEMS INC 7470 SOUND AVENUE MATTITUCK NY 11952 .•� Scan to Validate 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 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. NEW YORK STATE INSURANCE FUND DIRECTOR,INSURANCE FUND UNDERWRITING This certificate can be validated on our web site at https://www.nysif.com/cert/certval.asp or by calling(888)875-5790 VALIDATION NUMBER:600834499 U-26.3 �1 EASTE10 OP ID:MN ACORO� CERTIFICATE OF LIABILITY INSURANCE DATE(MMIDDIYYYY) 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 NAMEACT A•Joseph Stepnoski Neefus-Stype Agency,Inc. PHONE 631-722-3500 Fp C N,:631-722-3591 711 Union Avenue A/c No Ext P.O.Box 2340 EMAIL tnoski nsainsure.com Aqueboggue,NY 11931-2340 ADDRESS: sep A.Joseph Stepnoski INSURERS)AFFORDING COVERAGE NAIC# INSURERA:Excelsior Insurance Company 11045 INSURED Eastern Energy Systems,Inc INSURER B:Ohio Casualty Insurance CO 24074 Solar Town LLC DBA Solar Universe East End INSURERC: 7470 Sound Ave INSURER D: Mattituck,NY 11952 INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE D BR POLICY EFF POLICY EXP LIMITS LTR INSD WVD POLICY NUMBER MMIDD MMIDD A X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 CLAIMS MADE TOCCUR CBP7066979 07114/2016 07/14/2017 DAMAGE TO RENTED PREMISES Ea occurrence $ 100,000 MED EXP(Any one person) -$ 5,000 PERSONAL BADVINJURY $ 1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER. GENERAL AGGREGATE $ 2,000,000 X POLICY 1 JECT F-1LOC PRODUCTS-COMPIOPAGG $ 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 NO OWNED PROPERTY DAMAGE $ HIRED AUTOS AUTOS Peraccident UMBRELLA LIAB OCCUR EACH OCCURRENCE $ EXCESS LIAB CLAIMS-MADE AGGREGATE $ DED I I RETENTION$ $ WORKERS COMPENSATION AND EMPLOYERS'LIABILITY YIN STATUO TE ER ANY PROPRIETORIPARTNERIEXECUTIVE ❑N/A E.L.EACH ACCIDENT $ OFFICERIMEMBER EXCLUDED? (Mandatory In NH) E1 DISEASE-EAEMPLOYEE $ If yes,descnbe under DESCRIPTION OF OPERATIONS below E L.DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES(ACORD 101,Additional Remarks Schedule,maybe attached if more space is required) 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 Southold,NY 11971 AUTHORIZED REPRESENTATIVE 0L. e ©1988-2014 ACORD CORPORATION. All rights reserved. ACORD 25(2014/01) The ACORD name and logo are registered marks of ACORD SUR\/EY OF PROPERTY N 51TUATE: LAUREL TOM: 5OUT14OLU � Land Now or Formerly of Land Now or Formerly of 5UFFOLi< COUNTY, W Thomas E.Tomoszewski I$ Mary Ellen Tomaszewski Mary Ellen Tomaszewski SURVEYED 12-30-02 N76°39'®0"E n�d P- 573.80' o S AMENDED 0I-10-03 r\. 0-0-0- 00-0-000— I 52N 40N // SUFFOLK COUNTY TAX # o 1000-125-2-1.5 _-dirt- drive ----- -- -------- - -- ---- 1 -- ------------ --- ---- ----------- --- --- --- Frame -'--- --- ---- -- --- -- Barn cont CERTO: 23' con c , EugenemHSBCortgageC / Commonwealth Land Tide Lngurance Company conc -- o LAI � 9 IRRIA4 000La Q mm ^ I O25 �QJ A r 0 P�ostrc a Q0 9�eenhouse ggZebo s 6 i p a 32 5toryW c Frame CC\ House 5 CD wood e• i (p deck NOTES: a 234 _____---- W - Garage- ----------- ---- -_ MONUMENT FOUND ~ t AREA = 1-16,528 sf or 4.06 acres t I� • ' I bituminous driveway cont I 0F N//��,I �� HEDGE VnautFar�:ed olteraucn or oddrtlon m o survey P V C. ------- map bearing a Incensed iwtl surveyors seal Is o vicloticn cF seatbn�2G9 wtdWlsbn Z cr the /�/�/� /�/� s GL Nen Ycrk State FArcot�cn Lan.` S7603 9l Y.11�/ -_ ___ _ _ _ _ _ _ _ 567.66 _ J7 W ".V^I - V V N ccp�ei 'Gertlllaaticns­coted hereto signify thot Ih5 r _ _ .. _ ____ .. _ ._ _ _ N rvey nes prep a ea m acaa da ce n m we e.- ! -1 't�gI,dearPraauaemr ads eysaeapted r Lond_N_ow or Formerly of ty the Nen Yerk State Assccia[km cr Prcrass�crol / /� � '"" land Suryocrz Sotd eertirtcctlons shall run only `� m the p _n rcr.Roam attoid l thcn hsissiGehalr to tthhee iend r I o Boshetti weyi peprd WoP"9ce agacyaelsec9Utgn listed ha2 hsuwtroa eerur._ --- tlan,era net[ran,reroale to additk: [aztit a 4A ND L7RVEY®R Y _._ _ _ _ - _7 Mam Road JOHN C. EHLERS LAND S �'FA t ~vt~A� K. a .=t V:,,_.: ,;d�,ti,. 25 6 EAST MAIN STREET N.Y.S.LIC.N0.50202 _ GR_ RIVERHEAD N.Y. 11901 - - -3 °a - - 2 345.-pro 8288 Fax 36 8287 - d\PROS\0 369 9 REF. \\II server\ .-�... te- - _ cam:��i` z:'�"t.qtr �*,''i•';�rz.�F, . ..., -'j .....iw.��.3>.a_m... "c:`u''.". ''+, �-,'m'�.�..+".�'x'r�-.�;".;,�'. ay ti � APPROVED AS NOTED DATE: B.P.# S FEE: BY: OCCUPANCY OR NOTIFY BUILDING DEPAR AT USE IS UNLAWFUL 765-1802 8 AM TO 4 PM FOR THE FOLLOWING INSPECTIONS: WITHOUT CERTIFICATE 1. FOUNDATION - TWO REQUfRED FOR POURED CONCRETE OF OCCUPANCY 2. ROUGH - FRAMING & PLUMBING 3. INSULATION 4. FINAL - CONSTRUCTION MUST BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR ELECTR, !CAL. DESIGN OR CONSTRUCTION ERRORS. INSPECTION REQUIRED COMPLY WITH ALL CODES OF NEW YORK STATE & TOWN CODES AS REQUIRED AND CONDITIONS OF SOUTHOtO TOM TRUSTE A111� nrn WIGI CLAUDIO SCIANDM, P.E. 5 Wesleyan Court• Smithtown, NY 11787-3011 • (631)543-2953 •fax(631)543-1526 E-mail:Ics4d@aol.com Wednesday, December 14, 2016 Eastern Energy Systems 7470 Sound Avenue Mattituck, New York 11952 Tel. 631-779-4004 Attn.: Mr. Mike Lawton Engineer/Project Manager Re: One Hundred Eleven (111)260 W P. V. Roof Top Solar Panel Array, 28.86 kW Total Output, for Chituk Residence—2895 Aldrich Lane Laurel, New York 11948 Dear Mr. Lawton: Pursuant to your request, I have reviewed the following information regarding the subject roof top solar panel array: • Cover Sheet with Site Visit/Verification prepared by E2Sys representative identifying specific site information including size and spacing of rafters for the existing roof. • Design drawings of the proposed system to include site plan, roof plan, mounting details for the solar panels.This information was prepared by E2Sys and will be utilized for approval by the Town of Southold and for construction of the proposed system. Based on the above documentation, I have evaluated the structural capacity of the existing system to support the additional loads imposed by the solar panel arrays and offer the following comments: The existing roof type is provided with asphalt shingles, '/"plywood decking,2"x8"Douglas Fir rafters at 48" on center, 2"x6" Douglas Fir ceiling joists at 16" on center, with 16°roof pitch for Array #1. The existing roof type is provided with heavy gauge corrugated steel decking/sheathing, 5"x11"steel 1-beams at 28'on center, 6'x9"steel purlins at48"on center,80 roof pitch for Arrays#2, 3. 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 1 /S 4 Ground snow load: 20 lbs/sq. ft. Solar Arrays 1-3 dead load: 2.8 lbs/sq. ft. Total Weight of Array 1: 1540.9 lbs Total Weight of Array 2: 1933.3 lbs Total Weight of Array 3: 2037.4 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 structures 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, SEI/ASCE 7 "Minimum Design Loads for Buildings and Other Structures", current industry standards and practice and based on documentation and data supplied by E2Sys at the time of this report. Should you have any questions regarding the above or if you require additional information, do not hesitate to contact me. Sincerely, igi Claudio Scian ra, P. E. �QAE of NE w y0, 9 JAG\O.sclgNO,p''F v `9 � 9 � f0 ��O 060935-1 ��G AROFESSIO�P� 2 SCOPE OF WORK DESIGN&DRAFTING BY- JAMIE MINNICK TO INSTALL A 28.860 KW SOLAR PHOTOVOLTAIC (PV)SYSTEM AT THEa9 NABCEP CERTIFIED CHITUK RESIDENCE, LOCATED AT 2895 ALDRICH LANE,LAUREL,NY 11948. swm� 051112-129-tz9 THE POWER GENERATED BY THE PV SYSTEM WILL BE INTERCONNECTED WITH THE UTILITY GRID THROUGH THE EXISTING ELECTRICAL SERVICE EQUIPMENT. ,«wa REVISIONS THE PV SYSTEM DOES NOT INCLUDE STORAGE BATTERIES. DESCRIPTION DATE REV SYSTEMRATING of NEW Yo ORIGINAL 09-26-2016 co c SCtgN 28.860 kW DC STC p � � 25.752 kW DC PTC EQUIPMENT SUMMARY II I HYUNDAI HIS-M26ORG 260W PV MODULES �2sFpp 060935 III ENPHASE MICRO INVERTER M215-60-2LL-S22-IG ROFESSIO� wa�wae"4d p Aq, I IRONRIDGE XR100 MOUNTING SYSTEM � ?\ CONTRACTOR SHEET INDEX c Pv-1 COVER PROJECT LOCATION PV-2 SITE PLAN SOLAR UNIVERSE PV-3 ROOF PV LAYOUT PV-4 STRUCTURAL/ DETAILS &SECTIONS PV-5 3-LINE ELECTRICAL DIAGRAM 7470 SOUND AVE - MATTITUCK, NY 11952 GOVERNING CODES _ LICENSE # 43889 H •Yatl.+a �y � eaatewgc 2014 NATIONAL ELECTRICAL CODE e� �+ �jF,,�1 " �� PROJECT NAME 2015 INTERNATIONAL RESIDENTIAL CODE AND 2016 NYS SUPPLEMENT UNDERWRITERS LABORATORIES (UL) STANDARDS OSHA 29 CFR 1910.269 GENERAL NOTES c) z "4- 1. CONTRACTOR SHALL CHECK AND VERIFY ALL CONDITIONSN [ ® a— AT THE SITE PRIOR TO STARTING TO WORK AND SHALL I r. FAMILIARIZE HIMSELF WITH THE INTENT OF THESE PLANS - t� ,i�R- = C) C) AND MAKE WORK AGREE THE SAME. :` W Z 2. CONTRACTOR OR OWNER SHALL OBTAIN ALL REQUIRED APPROVALS, PERMITS, CERTIFICATES OF OCCUPANCY, 10. CONTRACTOR TO EFFECT AND MAINTAIN INSURANCE, I.E. INSPECTION APPROVALS, ETC., FOR WORK PERFORMED LJ.J FROM AGENCIES HAVING JURISDICTION THEREOF, IF CONTRACTOR'S LIABILITY, WORKMAN'S COMPENSATION, cr 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 :D AND ALL RULES AND REGULATIONS OF THE RESPONSIBLE SAME PRIOR TO COMMENCING WITH WORK. m Q JURISDICTION. 11. EACH SUBCONTRACTOR SHALL BE RESPONSIBLE FOR 0 4. IF IN THE COURSE OF CONSTRUCTION A CONDITION MAINTAINING SAFETY ON THE JOB SITE DURING THE fir, ., _ N EXISTS WHICH DISAGREES WITH THAT AS INDICATED ON CONSTRUCTION PHASE TO COMPLY WITH THE REGULATIONS ? I THESE PLANS, THE CONTRACTOR SHALL STOP WORK AND AND REQUIREMENTS OF THE OCCUPATIONAL SAFETY AND " NOTIFY THE ENGINEER. SHOULD HE FAIL TO FOLLOW THIS HEALTH ADMINISTRATION. THIS SHALL INCLUDE, BUT ARE PROCEDURE AND CONTINUE WITH THE WORK, L SHALL NOT LIMITED TO: PROVIDING FOR ADEQUATE AND PROPER i T BRACING, SAFETY RAILINGS AND SECURE FOOTINGS FOR SHEET NAME ASSUME ALL RESPONSIBILITY AND LIABILITY THEREFROM ALL TEMPORARY SCAFFOLDING, STAIRS, ETC..AS WELL AS 5. ALL STRUCTURAL STEEL SHALL BE A-36 AND SHALL BE PERMANENT CONSTRUCTION. r' - FABRICATED AND INSTALLED AS PER LATEST A.LS.0 12, FIGURED DIMENSIONS SHALL GOVERN. DO NOT SCALE COVER SPECIFICATIONS. ' 6. ALL ELECTRICAL WORK SHALL BE BOARD OF FIRE DRAWINGS, WHERE DIMENSIONS ARE ESTABLISHED BY r EXISTING CONDITIONS. EACH CONTRACTOR SHALL VERIFY t n UNDERWRITERS APPROVED AND IN ACCORDANCE WITH EXISTING CONDITIONS PRIOR TO ORDERING MATERIALS AND N.E.C. & NYS CODES & REGULATIONS 7. ANY DEVIATION FROM THESE PLANS WITHOUT THE COMMENCING WITH WORK. ", I DRAWING SCALE 13. CONTRACTOR TO REMOVE ALL DEBRIS CREATED BY THIS WRITTEN CONSENT OF THE ENGINEER WILL NEGATE THE - ENGINEER'S CERTIFICATION OF THESE PLANS. WORK FROM THE SITE AND DISPOSE OF IN A LEGAL MANNER ON A WEEKLY BASIS OR SOONER IF CONDITIONS v _ N. @ ®a7 8. THESE DRAWINGS AS INSTRUCMENTS OF SERVICE ARE WARRANT. AND SHALL REMAIN THE PROPERTY OF THE ENGINEER 14. AT THE COMPLETION OF WORK,-THE SITE TO BE WHETHER THE PROJECT FOR WHICH THEY ARE MADE IS CLEARED OF ALL DEBRIS AND EXCESS MATERIALS. THE EXECUTED OR NOT. THEY ARE NOT TO BE USED ON ANY FACILITY IS TO BE LEFT BROOM.CLEAN AND WORK IS TO BE SHEET NUMBER OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT COMPLETED TO THE TOTAL SATISFACTION OF THE OWNER AERIAL VIEW `� 9. CONTRACTOR SHALL PROTECT, PATCH AND REPAIR ALL PRIOR TO RELEASE OF FINAL PAYMENT. Pv0 e EXISTING WORK ADJACENT TO HIS WORK, OR DAMAGED AS RESULT OF HIS WORK. I i f ,I / y 111 DESIGN&DRAFTING BY: / \ / JAMIE Ij o AllCERTIFI V\ NABCEP CERTIFIED 051112-129 REVISIONS DESCRIPTION DATE REV o ORIGINAL 09-26-2016 co Iz— � CONTRACTOR 17'-7„ o SOLAR UNIVERSE 7470 SOUND AVE MATTITUCK, NY 11952 LICENSE # 43889 H 48'-5" �� PROJECT NAME W W oO 17'-T^ Z Q LIJJ � W Uz 0� 0 �� OF NEW yD s0'-2° --�- LEGEND � � W 6'-9R; y'� P C C1�O R� EXISTING UTILITY METER Q MAIN SERVICE PANEL / [\ NEW PV SUB-PANELS Ln COMBINER DISCONNECT INVERTERS OND ELECTRODE (V 060935-'\ �aG l PV MODULE Op � ROFESSIO�� �( �RACKING RAIL LO ATTACHMENT POINT I �--RAFTERS SHEET NAME \\ \ \ ROOF PITCH ANGLE EESUNRUN METER SITE PLAN ®VENT \ \ / OPLUMBING VENT \'/l ®SKY LIGHT DRAWING SCALE ®CHIMNEY COMPOSITE SHINGLES N.T.S. I T �'1 GOOD CONDITION I Y. I .J. F]TRIMNTAL SH DI NEG ISSUES V YYYY CONSTRUCTION NOTES 1.) ALL EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE WITH THE SHEET NUMBER MANUFACTURER'S INSTALLATION INSTRUCTIONS. \ 2.) ALL OUTDOOR EQUIPMENT SHALL BE RAINTIGHT WITH MINIMUM NEMA 3R RATING. PV-2 / 3.) ALL LOCATIONS ARE APPROXIMATE AND REQUIRE FIELD VERIFICATION. DESIGN&DRAFTING BY. JAMIE MINNICK NABCEP CERTIFIED 051112-129 2"x 4"BATTEN REVISIONS @ 25"0 C (TYP.) DESCRIPTION DATE REV ORIGINAL 09-26-2016 + 2"x 4"D-FIR TRUSS @ 48"0 C (TYP) r i3" 3'-21- ARRAY -21"ARRAY #1 31 MODULES O 16°PITCH r 103°AZIMUTH y ARRAY#2 O SOLAR UNIVERSE / 39 MODULES7470 SOUND AVE 8°PITCH 47°AZIMUTH MATTITUCK, NY 11952 LICENSE # 43889 H ARRAY#3 PROJECT NAME / a3'•z4 41 MODULES f 8°PITCH 221°AZIMUTH W W LLQ Vz00 16'-4j" NOTE W Q SPACING BETWEEN PV MODULES TYP DIMENSIONS ARE FROM EDGE OF PV MODULES '�/�1/ `/ r TO EDGE OF ROOF SHINGLES TYP _I v 3 _ a W 3 W-71 !— 3'-2" Ln Z) LEGEND = (n Q 3" EXISTING UTILITY METER STEEL 6Ux 9 s^xn^STEEL I-BEAM U 00 N MAIN SERVICE PANEL @ 48"O.C.(TYP) @ 28'0 C (TYP) NEW PV SUB-PANELS A/C DISCONNECT COMBINER INVERTERS Q O GND ELECTRODE ` a��nO � VV SHEET NAME Eg PV MODULE RACKING RAIL (G OF y0R� S�PJ,O ATTACHMENT POINT p JA ROOF DETAIL CONSTRUCTION SUMMARY -RATERS ti o -0- 'p (�'`�ROOF PITCH ANGLE � V V co '"°-SUNRUN METER r (111) HYUNDAI HiS-M260RG 260W PV MODULES, 28.860kW DC STC � �� DRAWING SCALE (111) ENPHASE MICRO INVERTERS M215-60-2LL-S22-IG ®VENT (256) ATTACHMENT POINTS @ 64" OC MAX. 0 PLUMBING VENT 2sFa 060935 0�G` N.T.S. (1,254) LF IRONRIDGE XRS1000 MOUNTING SYSTEM ®SKYLIGHT pROFESSION� N`, ROOF TYPE = ASPHALT SHINGLE CONSTRUCTION NOTES ROOF/ARRAY #1- PITCH: 16°, AZIMUTH: 103° ®CHIMNEY COMPOSITE SHINGLES 1.) ALL EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE WITH THE ROOF/ARRAY #2- PITCH: 8°, AZIMUTH: 47° - c000coNorrloN SHEET NUMBER ROOF/ARRAY #3- PITCH: 8°, AZIMUTH: 221° [:]POTENTIAL SHADING ISSUES MANUFACTURER'S INSTALLATION INSTRUCTIONS. ROOF STRUCTURE = 2X8 DOUGLAS FIR TRUSS @48" O.C. TRIM/REMOVE AS NECESSARY 2.) ALL OUTDOOR EQUIPMENT SHALL BE RAINTIGHT WITH MINIMUM NEMA 3R RATING. PV-3 3.) ALL LOCATIONS ARE APPROXIMATE AND REQUIRE FIELD VERIFICATION. LOAD CALCULATIONS ARRAY #1 ARRAY #2 ARRAY #3 ITEM DESCRIPTION ARRAY #1 DESIGN&DRAFTING BY: Module Weight 37.90 Lbs 37.90 Lbs 37.90 Lbs (R) Rafter 2x8 D-FIR @48"O.C. pp JAMIE MINNICK # of Modules 31 39 41 (D) Deckin 1/2" PLYWOOD (R) NABCEP CERTIFIED Total Module Weight 1174 90 Lbs 1478.10 Lbs 1553.90 Lbs (C) Truss 2x4 D-FIR @48"O.C. D` 051112-129 Total Length of Rail 350.00 Ft 440.00 Ft 464 00 Ft (J) Joist 2x6 D-FIR @48"O.C. 1 Rail Weight per Foot 0.68 Lbs 0.68 Lbs 0.68 Lbs (P) Pitch 16° REVISIONS Total Rail Wel ht 238 Lbs 299.2 Lbs 315.5 Lbs ""°' (H) San Width 16'2" DESCRIPTION DATE REV # of Standoffs 64 78 84 ORIGINAL 09-26-2016 Weight per standoff 2 Lbs 2 Lbs 2 Lbs Total Standoff Weight 128 Lbs 156 Lbs 168 Lbs Total Array Weight 1540.9 Lbs 1933.3 Lbs 2037.4 Lbs MOUNTING DETAIL �r Point Load 24.1 Lbs 25 Lbs 24.3 Lbs El V Total Arra Area 558 S Ft 702 S Ft 738 S Ft SCALE: 1 1/2" = 1'-O" Array Dead Load 2.8Lbs/Sq Ft 2.8Lbs/Sq Ft12.8Lbs/Sq Ft As per ASCE 7 - Method 1: D fig 6-2 (table 6-1) 1 C P P net =1 Kzt I Rnet30 eq 6-2 Kzt sec 6.5.7 1 Pnetju (table - # ` CLIMACTIC AND Ground Wind Speed Live load, Point Max fastener GEOGRAPHIC DESIGN Category Snow Load 3 sec gust pnet30 per pullout load Fastener Type spacing along CONTRACTOR CRITERIA Pg mph ASCE7, psf Ib. rails, In. A # 20 130 # 468 5/16" x 6" Stainless Steel Roof Section 64" B # TYP. TYP. # TYP. Lag Bolts TABLE R301.2(1) f SOLAR UNIVERSE - - 7470 SOUND AVE -CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA I MATTITUCK, NY 11952 - - - - GROUND_ WIND DESIGN __SEISMIC_ SUBJECT TO DAMAGE FROM WINTER ICE BARRIER_ FLOOD _AIR MEAN_ LICENSE # 43889 H ^SNOW Speed°Topographic Spmalwnd Wind-home DESIGN Weathering' Frostllne Termite' DESIGN UNDERLAYME_NT_HAZARDS°_FREEZING ANNUAL LOAD" _ effects, region' debris zone'" CATEGORY de th6 TEMP' REQUIRED' INDEX' TEMP! Ib.1fe mph °F ROOF FRAMING DETAIL �� PROJECT NAME °F 1 _20 130 YES NO _ YES B_ _ SEVERE T-0" _ MODERATE ,11 YES_ NO 452 527 SCALE: 1/2" = 1'-0" 1 mile TO HEAVY For SI.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 W W requirements of this code.The weathering column shall be filled In with the weathering Index,"negligible,""moderate"or"severe"for concrete as () Z 00 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,C 145,C 216 Z Q or C 652. W b. The frost line depth may require deeper footings than Indicated In Figure R403 1(1) The jurisdiction shall fill In the frost line depth column with Q -the minimum depth of footing below finish grade.C. The jurisdiction shall fill In this part of the table to Indicate the need for protection depending on whether there has been a history of local (D) U) 0 subterranean termite damage I W Z 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 category shall be determined on a site-specific basis in accordance with Section R301.2.1.4. Q J 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 Y J W 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 X f. The jurisdiction shall fill in this part of the table with the seismic design category determined from Section R301 2.2 1. (B) _ 111 g. To establish flood hazard areas,each community regulated under Title 19,Part 1203 of the Official Compilation of Codes,Rules and P OpY = a'1 Q Regulations of the State of New York(NYCRR)shall adopt a flood hazard map and supporting data The flood hazard map shall Include,ata C I, y�P�E\ qN D (, OO ,_] minimum,special flood hazard areas as identified by the Federal Emergency Management Agency in the Flood Insurance Study for the community, sc �JVD O 00 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. tun The adopted flood hazard map and supporting data are hereby adopted by reference and declared to be part of this section. �y `_� SHEET NAME h. In accordance with Sections R905 12,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 sFo D6D835-� t'G 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 pROFEsslot,� part of the table with"NO" STRUCTURAL I. 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 100-year(99 percent)value on the National Climatic Data Center data table"Air Freezing Index-USA Method(Base 32°F)." 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 ITEM DESCRIPTION ARRAY #2 & 3 Freezing Index-USA Method(Base 32°F)" 1) Steel I-Beam 5"x11" STEEL I-BEAM @28' O.C. DRAWING SCALE k. In accordance with Section R301.2.1.5,where there is local historical data documenting structural damage to buildings due to topographic (D) Decking/Sheathing HEAVY GAUGE CORRUGATED STEEL NOTED 1 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 I V OT E D table (B) Steel Purlln 6"x9" STEEL @ 48" O.C. 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 (P) Pitch 8° 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 indicate"NO"In this part of the table. SHEET NUMBER 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 �_ A 4 1000 feet Sites and elevations above 1000 feet shall have their ground snow Iliad Increased from the mapped value by 2 Ibs/ft2 for every 100 feet ROOF FRAMING DETAIL �� above 1000 feet SCALE: 1/2" = 1'-0" See Fi ure R301.2 4 B SOLAR 8 86 0 11 xrvxau Ns-Cl¢N.•1,a n Mmnts SOIAR MODULE amexPx.sc.:,e.iso+xveme�mxxEermwPuw,nowen.ra�... DESIGN&DRAFTING BY- JAMIE MINNICK NABCEP CERTIFIED I _a° �G\ Yr/!- 051112-129 GFAN.1. r _________________ _____ TERMINATOR(T .) 6% SC ° REVISIONS----- ------------- MICONvERTER DESCRIPTION DA T E REV 2 E MVPtLL-9Zuo„m r4009A9 I ORIGINAL 09-26-2076 r------------------- — — — — — — — — —°_ — — — — — — — — —°— —°— — NEMA 6EULYSITGEo(TYP) TOUTIDn(YllD a a a a I I ---- ---- ---- ---' ---" ---- `--- ---' `--- ---- ---' `--' ---- Ilk N BI DI cnoNu s�0 X60935'1 I I � METER V pR0FESSIOop um v uirn o-iD'+rv,s _ = L1 L2 N I I I — — — — — — — — — — — — — — — — — — — — — — — — — — — — — t______________ ° a I I I I sax�u a" , cUP IRCNr CABLE(TYP.) vexe 2MEItSIM GN"W ANDj swv.xo*i�N�more CONTRACTOR r --- _ v zoo MIAM nsmwEar – _ – – – _ – – 4-- – 4–a-1– _ o,o a ° a L1 D Z=METER L2 2 A JUNCTION BOX I NEMu M21 V �Lz,m L1 L7 2 uL usreo trn I I I I I ,L.OLJ, �' L2 11 " " SOLAR UNIVERSE T N 1 I N L LI IGT N 2 1 I N L LI SOLAR LOAD CENTER AC DISCONNECT O I I 2 2 MAIN SERVICE PANEL T T TT T IB EaaxoME,iLIa°Ee =oa�:,xEe N N 'I 7470 SOUND AVE a „I,oa1E',�*�° r--- G G MATTITUCK, NY 11952 01,sAZEaF a�,eEns j () N I ala3 G LICENSE # 43889 H G N L2 I G N L LI G N 2 1 G N L L1 l 2 I I I I I EXISTING GROUNDING °A �11 ' ELECTRODE SYSTEM z N I i — PROJECT NAME G — N Y 1 ,EA IF LLI 2 AO DISCONNECT pV kYM METER W /�/� Sa°C.' aE RxIXI BuxEux wx sEfmcs n >:n C) Z 00 -----4l------------'-1 ---- G – aA1.saL P�e�wr<EME"' :.av,WA V Zt 30.uL usiEO aC laa N /r Ew,aa La E° Z < T v LI LI zr Lt LI Q `- 1 2 0A 2 I L L2 2 � `} tN NON vzssxut eE INsi2 IJ ° __ " GGsI �/ --—� Mux sExwcE nscvaacr Lt LIG L 2 SUB PANEL � z-------------------------------- _ I61 ""901AR LOAD CENTER I `LI L1i2IV1 0.wA ' L2( A x-Pa[ W�__—_----------------------- ----------- G — IsnNO G 1i ELECTRODE SYSTEM WIRE&CONDUIT SCHEDULE _ Q CIRCUIT CIRCUIT CIRCUIT CONDUCTOR CONDUCTORS CONDUCTOR CONDUIT FILL CONDUCTOR GROUND GROUND GROUND TYPE CONDUIT CONDUIT AMBIENT TEMP ESTIMATED Voltage Drop(X) U 00 J I.D.# ORIGIN DESTINATION SIZE PER POLE QUANTITY DEBATE INSULATION SIZE QUANTITY INSULATION (CU/AL) TYPE SIZE TEMP DERATE DISTANCE N 1015 B J 31015(B)(2e)/(3o) (j STRING COMBINER BOX AWG#8 1 10 05 USE-2/PV Wire AWG#8 1 BARE CU REE AIR/PV 7"7/4" 70°C 0.76 120 FT 0.8% 2) COMBINER BOX AC DISCONNECT AWG#1/0 1 3 1 THWN-2 AWG#6 1 THWN-2 CU PVC 1-1/4" 45°C 087 300 FT 3 0% t3 1 AC DISCONNECT IN SERVICE PANEL AWG#2 1 3 1 THWN-2 AWG#6 1 THWN-2 CU PVC 1" 45oC 087 10 FT 0 6% (q� STRING COMBINER BOX AWG#10 1 4 0.8 USE-2/PV Wile AWG#8 1 BARE CU REE AIR/PV I" 70°C 076 120 PT 0.8X SHEET NAME (5) COMBINER BOX AC DISCONNECT AWG#8 1 3 I THWN-2 AWG#8 1 THWN-2 CU PVC 1" 45-C 087 ISO F"r 0.3X II�6 1 AC DISCONNECT SUB PANEL AWG#8 1 3 1 THWN-2 AWG#8 1 THM-2 CU PVC 1" 45oC 087 180 FT 03X CALCULATIONS FOR CURRENT CARRYING CONDUCTORS 3-LINE DIA. CONFIGURATION ELECTRICAL NOTES #1 Inverter Output Wire Ampacity Calculation #4 Inverter Output Wire Ampacity Calculation Modules per String 5 x 17, 1 x 14,&1 x 12 Inverter Output Circuit OCP Calculation(Inverter Imp)*(1.25) = 19 125 A Inverter Output Circuit OCP Calculation(Inverter Imp)-(1.25) = 19 125 A 1. ALL EQUIPMENT TO BE LISTED BYE ,R OTHER R 60 AND LABELED FOR ITS APPLICATION Inverters per Module 1 2.)ALL CONDUCTORS SHALL BE COPPER,RATED FOR 600 V AND 909C WET ENVIRONMENT AWG #8, ampaclty*Temp berate*Conduct FIII berate = 20.09 A AWG#10, ampaclty*Temp berate*Conduit FIII berate = 24 32 A 3.)WIRING,CONDUIT,AND RACEWAYS MOUNTED ON ROOFTOPS SHALL BE ROUTED DIRECTLY TO,AND LOCATED 20.09 A> 19.125 A,therefore DC vire size Is Valid 24.32 A> 19 125 A,therefore DC wire size IS Valid. Number Of Inverters 111 DRAWING SCALE ASCLOSE AS POSSIBLE TO THE NEAREST RIDGE,HIP,OR VALLEY. Record low temp _109Center to AC Disc.C 4)WORKING CLEARANCES AROUND ALL NEW AND EXISTING ELECTRICAL EQUIPMENT SHALL COMPLY WITH NEC #2 Combined Inverter Output Wire Ampacity Calculation Load #5 Combined Inverter Output Wire Ampacity Calculation Load Center to AC Disc. Voc Temp Coefficient -0.33%/gC n� T c 110.26. Inverter Output Circuit OCP Calculation(Inverter Imp)*(1.25) = 120 A Inverter Output Circuit OCP Calculation(Inverter Imp)*(1.25) = 34.88 A 1 V. I .V. 5.)DRAWINGS INDICATE THE GENERAL ARRANGEMENT OF SYSTEMS CONTRACTOR SHALL FURNISH ALL AWG #1/0,ampaClty*Temp Derate-Conduit Fill Derate = 90 A AWG #8, ampaclty*Temp Derate-Conduit Fill Derate= 47.85 A DC SYSTEM SPECIFICATIONS NECESSARY OUTLETS,SUPPORTS,FITTINGS AND ACESSORIES TO FULFILL APPLICABLE CODES AND STANDARDS 120 A> 90 A,therefore AC wire size Is valid. 4785 A> 34 88 Atherefore AC wire size Is Valid. Operating Current 8.8 A 6)WHERE SIZES OF JUNCTION BOXES,RACEWAYS,AND CONDUITS ARE NOT SPECIFIED,THE CONTRACTOR . , Operating Voltage 31.1 V SHALL SIZE THEM ACCORDINGLY. 7.)ALL WIRE TERMINATIONS SHALL BE APPROPRIATELY LABELED AND READILY VISIBLE #3 Combined Inverter Output Wire Ampacity Calculation AC Disc.to MSP #6 Combined Inverter Output Wire Ampacity Calculation AC Disc.to MSP Max.System Voltage 42 3 V SHEET NUMBER 8)MODULE GROUNDING CLIPS TO BE INSTALLED BETWEEN MODULE FRAME AND MODULE SUPPORT RAIL,PER Inverter Output Circuit OCP Calculabon(Inverter Imp)*(1.25) = 90 A Inverter Output Circuit OCP Calculation(Inverter Imp)*(1.25) = 34.88 A Short Circuit Current 11.1 A THE GROUNDING CLIP MANUFACTURER'S INSTRUCTION AWG #2,ampaclty*Temp Derate*Conduit FIII Derate= 113.1 A AWG #8,ampaclty*Temp Derate-Conduit FIII Derate= 47.85 A ❑�/_ 9.)MODULE SUPPORT RAIL TO BE BONDED TO CONTINUOUS COPPER G E C VIA WEEB LUG OR ILSCO GBL-4DBT 113 1 A> 90 A,therefore AC wire size 1s valid. 47 85 A> 34 88 A,therefore AC wire size Is valid AC SYSTEM SPECIFICATIONS Y V LAY-IN LUG. Max AC Output Current 124.88JA10.)THE POLARITY OF THE GROUNDED CONDUCTORS IS(positive/negative)OR THE DC SIDE OF THE PV SYSTEM O eratin AC Volta a 240 IS UNGROUNDED AND SHALL COMPLY WITH NEC 690 35