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HomeMy WebLinkAbout42099-Z Town of Southold 3/15/2018 P.O.Box 1179 53095 Main Rd �/ • Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 39553 Date: 3/15/2018 THIS CERTIFIES that the building SOLAR PANEL Location of Property: 1200 Aldrich Ln, Laurel SCTM#: 473889 Sec/Block/Lot: 125.-1-2.10 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 6/2/2017 pursuant to which Building Permit No. 42099 dated 10/30/2017 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: GROUND-MOUNTED SOLAR PANELS AS APPLIED FOR The certificate is issued to Salvadore,Edgar of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 42099 01-09-2018 PLUMBERS CERTIFICATION DATED ut ed Signature TOWN OF SOUTHOLD �Fwt,r� 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#: 42099 Date: 10/30/2017 Permission is hereby granted to: Salvadore, Edgar PO BOX 82 Laurel, NY 11948 To: install ground-mounted solar panels as applied for. At premises located at: 1200 Aldrich Ln, Laurel SCTM # 473889 Sec/Block/Lot# 125.-1-2.10 Pursuant to application dated 6/2/2017 and approved by the Building Inspector. To expire on 5/1/2019. Fees: SOLAR PANELS $50.00 ELECTRIC $100.00 CO -ACCESSORY BUILDING $50.00 Total: $200.00 rh] uil pector 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: I. Final survey of property with accurate location of all buildings, property lines,streets,and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead. 5. Commercial building, industrial building,multiple residences and similar buildings and installations,a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957)non-conforming uses,or buildings and"pre-existing"land uses: 1. Accurate survey of property showing all property lines,streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3.. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 - 5. Temporary Certificate of Occupancy-Residential$15.00,Commercial$15.00 Date. New Construction: Old or Pre-existing/Building: (check one) Location of Property: I ZOO ly��/�%c�. �.•. �av�e r House No. /l Street Hamlet Owner or Owners of Property: a„i /91 acjdr Suffolk County Tax Map No 1000,Section )-ZS— Block Lot Subdivision 1� �/� Filed Map. Lot- Permit No. !h N Date of Permit. Applicant: Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted:$ SO App icant Si ture ho'oF SO�ryolo Town Hall Annex Telephone(631)765-1802 54375 Main Road H Fax(631)765-9502 P.O.Box 1179 roger.richert(,@-town.southold.ny.us Southold,NY 11971-0959 Q �yOwnN�' BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Edgar Salvadore Address: 1200 Aldrich Lane city Laurel st: New York zip: 11948 Building Permit#: 42099 Section: 125 Block: 1 Lot: 2.10 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor DBA: Island Electric Corp. License No: 37608-ME SITE DETAILS Office Use Only Residential X Indoor Basement Service Only Commerical Outdoor X 1st Floor Pool New Renovation 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt Ceiling Fixtures HID Fixtures Service 3 ph Hot Water GFCI Recpt Wall Fixtures Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures CO Detectors Sub Panel A/C Blower Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt Emergency Fixture Time Clocks Disconnect F1 Switches Twist Lock Exit Fixtures TVSS Other Equipment: 11.97 KW Ground Mount Photovoltaic System to Include: 42- Boviet 285 Panels, with 42- Enphase Micro Inverters. Notes: Inspector Signature: ZDate: January 9, 2018 0-Cert Electrical Compliance Form.xls OF SOUTyo6 omaI * <�I&L-) TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) REMARKS: DATE � IN P C�" S ECT�R "Of SOUTy �o • io TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION ( ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] I SULATIO/N,,_ / [ ] FRAMING / STRAPPING [ FINAL - [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) EMARKS: j i OVA� A-v DATE. INSPECTOR momentum SOLAR D December 12, 2017 MAR 1 5 2018 Town.of Southold.Building Department 54375 NY-25 TOWN OF SO_ UTHOLD Southold, NY Subject: Architect Statement for Solar Ground Installation Residence: Edgar Salvador-1200 Aldrich Ln, Laurel NY 11948 Permit No. 42099 Post Installation Inspection Date: 12/8/2017 The ground mounted photovoltaic system at the above referenced residence has been.observed to be installed properly in accordance with the approved plans and is certified by Daniel W Dunzik Architectural Services, P.C. to be in compliance with the minimum requirements of the Town, the 2015-International Residential Code and the 2016-New York State Uniform Code Supplement and the Provisions of ASCE 7-10. 4u oP� A� ebW MOOR itect 325 High Street D:732.902.6224 Metuchen,New Jersey F:732.902.6223 08840 W:momentumsolar.com FIELD INSPECTION REPORT I DATE COMMENTS FOUNDATION (1ST) y ------------------------------------ - C 'FOUNDATION (2ND) vl ROUGH FRAMING& PLUMBING d INSULATION PER N.Y. STATE ENERGY CODE r04owA, ov,n)a� arl FINAL �q/ ADDITIONAL COMMENTS fz " A ���-f�)r 0" 1-- ov&bod X1 12fil K 5-16 9c� -ft),( i n 00 F - Sb5 1 � �Q°z d 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 Southoldtownny.gov ,PERMIT NO. Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application Flood Permit Examined lo ,20 Single&Separate Truss Identification Form Storm-Water Assessment Form Contact: � �-,�y� Approved t/ ✓u 20LI Mai I to: kuyke__-\" Disapproved a/c IV -[ S C ' Phone: Expiration ,20 1 �� Bui n ctor D ���a V PLICATION FOR BUILDING PERMIT JUN — 2 2017 Date , 20 INSTRUCTIONS a. ThIBIPMUMIRM be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plat W1S0V tiHQTAle. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application, the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout-the work. e.No building shall be occupied or used in whole or in part for-any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f.Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not.been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim,-the Building.Inspector may authorize;in writing,the extension of the permit for an addition six months. Thereafter,a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York,and other applicable Laws,Ordinances or Regulations,for the construction of buildings,additions,or alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code,housing code,and regulations,and to admit authorized inspectors on premises and in building for necessary inspections. (Signature of applicant or name,if a corporation) ySB F1,1-cl;1J A,,e .ff , 10 V 11 So3 (Mailing address of applicant) J State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder Name of owner of premises aq f S Q I U g Jor' (As on the tax roll or latest deed) If applicant is a c rporation, signature of duly authorized officer C.wt ro.. / 3�t.�.. 0�1�/'�►e>�e/` (Name and title of corporate officer) Builders License No. 5-76-77- H Plumbers License No. Electricians License No. 6760 9 Other Trade's License No. 1. Location of land on whichro osed work will be done: 172-00 House Number Street, _ +!7. vi—.1 ,':Hamlet County Tax Map No. 1000" Section Z S -Block, 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 61,14 - 41 t _ c,r&VA 1 fn OVA+ P( 5VSl e �qt Mo lw Its 1 I 3. Nature of work(check which applicable): New Building Addition Alteration_ Repair Removal Demolition Other Work (Description) 4. Estimated Cost $Z,°�.(�� 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 S ies �i 8. Dimensions of entire new construction: Front Rear De'pth ' Q Height Number of Stories )n j CLOS !�Ut, 9. Size of lot: Front Rear Depth S - 10. Date of Purchase Name of Former OwnerT'B OJ'r,7TT 11. Zone or use district in which premises are situated A� _ 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NOA­ 13. Will lot be re-graded? YES NO-72'—Will excess rill be removed from premises?YES NO� 14. Names of Owner of remiseAddress )7.00 ;c L Phone No.C31-RC1%-y2Bl Name of Architect ;k. Address •I :• A, - Phone No 732-9&z-C2z4 Name of Contractor a ; Address r s Phone No. fZ-cfcz-CzZ4 4A(.T3 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 NOX _ * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey,to scale,with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO_,X_ * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF&Q ) �a."*0% `,,;,ILJPW, being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the 6.,1."4 41 (Contractor,Agent, Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief, and that the work will be performed in the manner set forth in the application filed therewith. Sworn t before me this i day of ,. TPk�OAS R. MANSFIELD NOTARY PUBLIC,STATE OF NEW YORK ..•� No.01 MA6357321 Not ublic QUALIFIED IN SUFFOLK COUNTY Signature o Applicant MY COMMISSION EXPIRES APRIL 17,2021 Scott A- Russell SUPERVISOR IMLA.N A G]EIMUENT SOUTHOLD TOWN HALL-P-O.Box 1179 p C� 53095 Main Road-SOUIHOLD,NEW YORK 11971 Town of Southold OZ CIMPTER 236 SI'ORMWATER MANAGEMENT WORK SHEET (TO BE COMPLETED BY THE APPLICANT) - - --- -- --- -- boles-z-xas-�rc�cr-�;ievo z>cowll�c--------`------- (cHEcK ALL?HAT APPLY) Yes leo - ❑ A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. ; 91 B. Excavation or filling involving more than 200 cubic yards of material �-,vithiri any parcel or any contiguous area- El rea❑[4 C. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. : ❑[P D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area- EIGP E. Site preparation within the one-hundred-year floodplain as depicted on.-FIRM Map of any watercourse.. D�ffl F. Installation of new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes in-kind replacement of impervious surfaces- if you answered NO to all of the questions above, STOP'_ Complete the Applicant section below witb 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 Cbeck list Form to the Building Depart=l._Wiibyouur Building Permit Application. S.C_TM. = 1000 Dais APPLICANT_ (Propetr Owner,Design Professional,Agent,Con,racror,O,her) - Dottier NAME Section Block Lo' .-c:rct 1 7 1•1 1 \ ill: `t �: . - rOrZ.B�riLD11�G JL�;.,}?-]'�i�.\T �.-:L �I•,l-, ' Comacr Inrorrturiort ... ._ Reviewed By: Date- Property Address / 1_ocat,oil or Construct ton Work — — — — — — — — — — — — — — — — — Approved for processing Building Permit Stormwater Monagement Control Plan Not Required 648PO�/t y Sicrmwz;ter Mo ogc,' Ccrt;cl P,oc, n IPor rd io [nis;,ee `� ':epor r„vRe ) �� FORM � SMCP - TOS MAY 20 1,1 pF SOUr�o! Town Hall Annex Telephone(631)765-1802 54375 Main Road 41&42- Fax(631)765-9502 P.O.Box 1179 • Southold,NY 11971-0959 OUNTY,�� January 11, 2018 BUILDING DEPARTMENT TOWN OF SOUTHOLD Momentum Solar 45 Fairchild Ave Plainview NY 11803 Re: Salvadore, 1200 Aldrich Lane, Laurel TO WHOM IT MAY CONCERN: The Following Items(if Checked)Are Needed To Complete Your Certificate of Occupancy: NOTE: Post installation certification letter •equired stating the panels were installed per NYS Building Code Application for Certificate of Occupancy. (Enclosed) Electrical Underwriters Certificate. A fee of$50.00. Final Health Department Approval. Plumbers Solder Certificate. (All permits involving plumbing after 411/84) Trustees Certificate of Compliance. (Town Trustees#765-1892) Final Planning Board Approval. (Planning#765-1938) Final Fire Inspection from Fire Marshall. Final Landmark Preservation approval. Final inspection by Building Dept. Final Storm Water Runoff Approval from Town Engineer BUILDING PERMIT — 42099 - Solar Panels �o a� POOI `7�e�71 ►'�'' .! ,` Coy' VO DQ, ?�� / c/la T t "1" �t' a o44� r�iC1��IG vll+�ld�% s 6 aq • � a' ytalpr ''• ,�O �M c.e l J� �4p z 9ti� �y� �oAo aO •�\�� SURVEY FOR ROSCOE PALMER a DONNA PALMER OCT. 13,19D7 LOT NO.I "LAUREL ESTATES EAST,SECT 1" JULY 22,1990 Nov zs,l9es AT LAUREL DATE FEB.22,1985 TOWN OF SOUTHOLD SCALE, 1'•50' SUFFOLK COUNTY, NEW YORK NO. es-ITe r INnutmoonto ALTlRA11DR ON ADDITION TD ml! WARANTEED TO I 1 URV[T s A V19LAMM OF SECTION PIGS OF THE 'JEW YORK STATC LOVCATIOR UV R99COE 6'}.��,(C�j�•IIUT rComI Or TNI!AINVLT NOT KARMA TN[LAND EOU . 9 7- f SUNVEYDR'S NINE SCAL ON E11107190 S(AL!MALL a1) M qr Poor K CDRS10ERAD TO K A VALID TRUE COPY ,rf' ♦ P "GUARANTIES MDICATEO HEREON!MALL NUM ONLY 10 O n HEALTH DEPARTMENT-DATA FOR APPROv4L TO CONSTRUCT INC"FC"w"PDN LTOY THE SVRV[i M PREPARED*OSE AND ON IG7 KIIALI 10 TII[nTlt CdTPAMP,60VIJIM. \ RI r 01CM(7T VAI[" MAIN MI.: NSOURC[_P OAttR MIr1f[ /I/RLIC_ MENTAL AGENCY ANO 1.!01001,"$SIT T10M LISTED t• "SURF CO.tU YAP OST�Q•ftC ININ I=a SLACKlOf .1fL Mp1(0N,AND TO M(AfIIONCtf 0► fN[L[MOIPoO r TRUST AMC Ib DUtLLIMS WITMN 100 FELT or TNS,PROP(RT'I INSTITUTION, DUARAP/Etf AR( MOi TRANfI "ASL! I•. OYNEN DRAM/MpfL !NOUN M[RCOM, TO ADDITIONAL Mf IITUTIONS ON fu SSCOUl MT N THE WATER 7UPKI AME Stat"DISPOSAL SY*TLY TO"TRIS Rt2 10[NCE *DISTANCES r DIfTANtt7 STRUM NER[OA /PRY %SPEC i UM[f q DILL COMPORM TO 111(STAM0AR0S Of THE fUF/0.N CDIINTY OVMTM[NT 10 LlISTINS STRUCTURES AR[IDR \SPEC Pit ' 0/"CAL TM SLAVIC(/. MIR POS( AN AMC NOT TO K Vl CO TO ESTA,LtfN '•i, ,�Y APPLICANT- FROM,I0 TY LINES DR FOR INC ERECTION OF FENCES IAN• .u7I% ADDRESS ' 400 OSTRANDER AVENUE YOUNG a YOUNG RIVERHEAD,NEW YORK NOTE, tia MONUMENT p=STAKE %IMVISION MAP FILED IN THE OFF'CE ryF THE CLERK OF ANDEA DW.SUR O,PR N.Y.SIONAL ENGINEER AND LANG SURVEYOR N.Y.S.UCENSE N0.12945 SUFFOLK COUNTY ON APR 4,1985 AS FILE!10.7970 HOWARD N YOUNG, LAND SURVEYOR MIME IOCAT101 OP WR11111,f(►tIC TAMIII1,CLSSPOOL7t Fi SHOWN TIERCOM N.Y.S.LICENSE NO.45893 ME PROF FILED OMRMFIDNS ARO OR DATA 09TA/I190 FROM OTMtM9 SNANDIS C SON! INF 1040 '1 >r. i ..� :i' _ ^. r�.T - ..•�.,.+ .w+.-,r .��•,w'*.'r..•s.�-rte.-..e:>.�.�.T�.. , �., - �� �, �,•, �2, r ..�,+ ` � •? •' t .�+ .may +. r'' ` r! r • �; r.a�. 1 lllkw �, a i� .,deft. "}� � ti b..r s « ^p � `', �• •�, r 'j X11. •w ` � yyp/• • "°x �ba !� 4 it i � .1''4' ' ./.. i 3 � �Y. ^♦,.,. 0. b Multi-line ■ �,♦�a�P. �r``.14�.,�� � '� r a_� 'SfY"i�" '.a"�A ,r" _ ��?,�r ,�i.�t.'�♦�' �' a�� .a1 �f�. r F. � ` r�„ Area �r`• .Tr9►'' :,,�'i• ,,,, ,y,, r ` l�, ,1,i ' Z,;' - ^-•- ` Rad i u � •y rbt r � f� �� ti��r •�•. � f_."gyp ��~' ry - - 'Awl" 14 11 • .F ♦Y '� '•� Y r fir• � ��' �ti�� _ , rpm♦.,. 7 *► -4 ' � �,j R• 3 ` 4 ! 9 SUFFOLK COUNTY OEEPT OFILABOR,' LICENSING&CO N&UMER AFFAIRS MASTER ELECTRICIAN JEFFREY MARINELL6 Thi§certffies.that the 1A1W bearer is duty ISLAND ELECTRIC CORP hoertsed by the Cowtypf Suffolk �`•••," •, ot% -37608-WE, 05/24WMI c..wtw�u. axvganow orsa o&oi l g VEX. =N, RAG-TQ M�O&k�oYrA OME ESERSON :Wu � .,Ao . NSvw-wAF EN FA re, 'HOMEIMIROVEMENT ........ I R sum. CAMfiR O' N-C-'H­R"j1S"-T' E NS- 0 2 HThis certifies,tttaf.itie :-IAN PRC CUSTOM SO.LAA LLC. ODA :beater is duly. 710Z *11*7,0�,!20, Courikof-'suffok, r PROCU-1 OP ID: LM ACt7RO° DATE(MM/DDIYYYY) CERTIFICATE OF LIABILITY INSURANCE 05/25/2017 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 NAME: Lisa MacDonald Brown&Brown Insurance 2000 Midlantic Dr.-Suite 440 PA/C NNo Ell:732-504-2001 AIC No: 732-504-2011 Mount Laurel,NJ 08054 ADDRESS:Brian DiLuigi SS:Imacdonald@bbdvins.com INSURER(S)AFFORDING COVERAGE MAIC 0 INSURER A:Selective Fire and Casualty In INSURED Pro Custom Solar LLC INSURER B:Lloyd's DBA Momentum Solar INSURER C:Hiscox Insurance Company Inc 10200 45 Fairchild Avenue,Suite B Plainview,NY 11803 INSURER D-New York Marine&General Ins. 16608 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 POLICY NUMBER MP�CDY EFF Myo EXP LTR LIMITS B X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000. CLAIMS-MADE a OCCUR GL201600007987 12/12/2016 12112/2017 pREMISEs Ea occurrence $ 300,00 C ANE1860007.16 12/01/2016 12101/2017 MED EXP(Any one person) $ 5,00 X Professional Liab CLAIMS MADE PERSONAL&ADV INJURY $ 1,000,00 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 2,000,00( POLICY JET LOC PRODUCTS-COMP/OP AGG $ 2,000,00 OTHER: PROF $ 1,000,00 MBINED AUTOMOBILE LIABILITY Ea accider tSINGLE LIMIT $ 1,000,00 A X ANY AUTO S2248831 12/12/2016 12112/2017 BODILY INJURY(Per person) $ X ALL OWNED X SCHEDULED BODILY INJURY(Per accident) $ AUTOS AUTOS X X NON-OWNED PROPERTY DAMAGE $ HIRED AUTOS AUTOS Per accident X UMBRELLA LIAB OCCUR EACH OCCURRENCE $ 5,000,00 B EXCESS UAB HCLAIMS-MADE UM201600004884 12/12/2016 12/12/2017 AGGREGATE $ 51000,00 DEDT RETENTION$ $ WORKERS COMPENSATION X AND EMPLOYERS'LIABILITY STATUTE ER YIN N D ANY PROPRIETOR/PARTNER/EXECUTIVE WC201600012773 12/12/2016 12/12/2017 E.L.EACH ACCIDENT $ 1,000,00 OFFICER/MEMBER EXCLUDED? N❑N/A (Mandatory In NH) E.L.DISEASE-EA EMPLOYEE $ 1,000,00 If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ 1,000,000 DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached If more space Is required) CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE of Southold THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Town TownMiddle Road ACCORDANCE WITH THE POLICY PROVISIONS. Southold,NY 11971 AUTHORIZED REPRESENTATIVE ©1988-2014 ACORD CORPORATION. All rights reserved. ACORD 25(2014/01) The ACORD name and logo are registered marks of ACORD APPROVED AS NOTED Z ELECTRICAL DATE: B.P.# .2bQ fi INSPECTION REQUIRED FEE: S�� BY: NOTIFY BUILDING DEPAR T AT 765-1802 8 AM TO 4 PM FOR THE FOLLOWING INSPE^71ONS- 1. FOUNDATION - T MO REQUIRED FOR POURED Cr t-,iCRETc 2. ROUGH - FRAM;NG & PLUMBING RETAIN STORM WATER RUNOFF 3. INSULATION PURSUANT TO CHAPTER 236 4. FINAL - CON'"JFJC'TICN MUST OF THE TOWN CODE. BE COMPLETE ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. COMPLY WITH ALL CODES OF NEW YORK STATE & TOWN CODES AS REQUIRED AND CONDITIONS OF .�6tiitt6 _ 4 ldf SBti�t8t6�6WkiflaS�EES OCCUPANCY OR USE I.S UNLAWFUL WITHOUT CERTIFICATE OF OCCUPANCY a r Daniel W. Dunzik Architect LEED-AP 370 Burnt Hill Rd. Skillman, NJ. 08558 908-872-3664 May 30, 2017 Township of Southold 53095 Route 25 Southold,NY 11971 Attn: Construction Official Re: Proposed Photovoltaic Solar Panel Installation Edgar Salvador 1200 Aldrich Ln. Laurel,NY 11948 Dear Sir: Regarding the solar panel array installation on the above referenced project please note that An inspection of the site was performed and we recommend installation of the array in the following manner: 1. The array will be installed in the location as per the Site Plan prepared by the contractor. 2. The system shall consist of photovoltaic modules secured to the "Iron Ridge"ground mounting system. The system will be installed in strict compliance with the manufacturers printed instructions. Refer to Detail PV-1, PV-2, and the manufacturers printed instructions. 3. The layout and attachments are determined by the racking manufactures specifications for installation in areas with wind speeds in excess of 130 miles per hour three second gusts. Refer to manufacturers specifications. Structural loads: -Dead Loads= 10psf(+3.5psf,New Solar Panels) = 13.5psf. - Snow Loads=30psf(24.5psf- factored per ASCE 7-10) - *Wind loads= 130mph wind speed {zones 1,2 & 3(+)= 13psf; zone 1(-)_-21.3psf,zone 2 (-) =-35.6psf, zone 3(-)=-481 *Wind loads per ASCE 7-10. 4. All racking system components shall be manufactured by"Iron Ridge". All racking system design is based on manufacturers printed design specifications. All aspects of this design shall be installed in strict compliance with manufacturers printed specifications. 5. All aspects of the installation shall comply with the 2015-International Residential Code, the 2016-New York State Uniform Code Supplement,all local Code and ord' 2014 National Electric Code NFPA 70/2014, Weathering Severe, Wind Expos ;�rlA4 ate Zone 4A.If you have any questions relating to this matter,please cont your onvenience. Thank you. FOF Nrc� Daniel W. D LEED-AP Lic. No. Al 11688 Tap Rnl{04, rh.N verall East-West DI West Overhang- •• _ West Spn Center Span —fast Spa ast Overhang I , 1 4 Top Rnft Cen er Span I I Array It Rrglw T-.- Top Rall Dverharq Rear Le Height Front Edo.Gr und Front Leg Helght th-South Leo Spec POST SPACING ELEVATION DETAIL NOT TO SCALE SIDE ELEVATION DETAIL NOT TO SCALE Solar SolarFoundations SF Raft fastened to Tube stoat with ns a' FoundatioSF Roll fastened to Tube stool with a' SF Rall Galvanized U-bolt or (2) j'xP0 Elco Drill Flex SF Rulll lva Galvanized U-bolt or (2) #'x20 Elco Brill Flex Self Toprg Scrtws or equal. For SF Rol Self Tap Screws or equal. For Sr Raft Ifngths Y� fxceds of IB'-0', use (2) U-bolts lengths n excess of 18'-0', use (2) U-belts 1X' SCh ' Bolt, Sx4x+' HSS Tub. Steel, Galvanized 5x4xb' HSS Tube Stool, Galvanlzod Diagonal Brace, TYp• 2 Gal a places HSS Fastened to Top Cap with 1)i' HSS Fastened to Top Cap with lf• Galvanized U-Bolt Galvanized U-Bolt a 0 o Lateral Resistance Bolt, �6 Bolt, Typ, 5 i Plate Located Below acfa P j Grade, Rear Leg 1y' Sch 40 Locations only Diagonal Brace, Galvanized Sizing per Site Design Data Table e E Sch ( sed 2 Sch 40 hall at Put 'r xtenfbn, Galvanized 2j' Sch 40 Helical Pile, All locations, Typ. UPPER CAP DETAIL NOT TO SCALE Capac:iltles per Site Design Data Table Minirm, 66' Depth or Until Load Bearing Strata DC7 Reached w ��' HELICAL PILE AND LATERAL C P DETAIL NOT TO SCALE RESISTANCE PLATE DETAIL NOT TO SCALE _ l 03 ®� o f .I PROJECT: PROPOSED GROUND MOUNTED TITLE: RACKING DATE: 01 /12/ 17 I� Daniel Dunzik RA. LEED-AP SOLAR PANEL ARRAY STRUCTURE DWG.NO. �J370 Burnt Hill Rd DETAILS PV-1 Skillman, NJ. 08558 tnsulta-Vom toromw I-equtred to obtaki 'j, The mjr&vum 6,Y&Oge the reWlred Inelc6tod t�apacltfin q.nd th* n1nfmvn -"Orth c0tv'"e'u Kay Utv threaded e-Vi!' �b*ve Drodu L4700 Vut"nkln this Plans sh*11 be so-t1siriod Inttafttion doolth f;hOvM 40M rst+�s lipbm Vinco of Wrid. rOUPIW) jtv;�,ht% %trit par 61PS(W %010- PI-For to torNaaVan of the Inst(Aftattam 11he Inst*110ttCA td 11V located Above -,hv WKI ArOLO "90', of 'the #nstoijallon, torq%jes for rte r.hati, be on ave IrWicoted during tha (041 1 fOOt 06 follft0tall0yu ho slt"Y�qth mtino *P the taeqwa anc r 9hoti Vtz-ta" I%* air, riot be oxc4revlld duirft thV 1A61:0116VOM, tbO t0f`510AA F40to ;?Tsta(led to just belov grade strangth Wilt OF the anchor, has been reached, Wt th&. As Re-CIL6"Cl per I",fgn mate 7_Nor th -S May Lf&# I�Trtmded *rkchor Inas evat reached the too-get depth, perfam the C jpUng bt PIQCQ of V06, COUPOV -to '4000trd Above Ow. Vinyl C to e.j. If the 101-SIOMI SVength UMA 15 O-CtOeVed Pr40o_ reaching t1he target dopth> tht bftst*(i*tWn rvaY k)q' jA'! If rovwvod oAd by and/or owner. U. T"e Installer my ramoVe the torqkm anchor and int tett 01 tvrol Rer614 tante Ma ke., I op 'or CL nqw ople eitb sotattee divve-ter helical p4aile. pio-te- rmwtatltoa 10 j"t WOO orodo -drnt thv P p.3. if UsIng 0 cootimuous F(kot pile, pro isten I*VO (*c-altlon with a rastk nuWr or rork dr4t a-S A.. Roquirad "r' OL needed, t1he 'tar1le't dttpfih 4t, 9.00ved,, f4vt the lorSitsnal requirement has not beers Met the insUtter may do One of the follvoolnv 33. Instatt 4the torque opchor dceper to obtatn the que omhcw, ond,tmtolt a "w one attic3Z Re"Ove the tar 5ch 40 tvad S mila" Sgh 40 tcead Set-ttaA .ate or art! with hul'tiptQ hQUOLI tor Vr 4ftneter beftat 01 PIb cm 3.1 Redute the toad copaCRY On 0* InOvW41 140f-WIP QnChar- !by proviolhq additiomkt lorque A"hCWIS art a reduced SP16CEM& i.esnoth Single r�Ugkt wqijc, 0* vypfcaL locreolve Size U-S fveedeo to obtatn v W*vetj vseol fn h1oh OenrJtY 0,01,5. &.414tCormc;Ws r Cf k, re-rtrill this (Wrte itpralion with a 3 eock, ougvo, W. Pile Detail scam t 0396 OF PROJECT: PROPOSED GROUND MOUNTED TITLE: DATE: 01 / 17/ 17 Daniel Dunzik RA. LEED-AP SOLAR PANEL ARRAY HELICLE ANCHORS 370 Burnt Hill Rd DWG.NO. Skillman, NJ. 08558 PV-2 r PLAN KEY SYSTEM INFORMATION MODULE BOVIET BVM661OM-285 PV-1 COVER PAGE SOLAR RACKING DETAILS momentum INVERTER ENPHASE M250-60-2LL-S22 PV-2 PANEL LAYOUT IRONRIDGE XR 1000 GROUND MOUNTING SOLAR RACKING ECOLIBRIUM ECO X RAIL-LESS SYSTEM SYSTEM IS A VERSATILE RAIL SYSTEM THAT IS PV-3 ELECTRICAL SYSTEM SIZE (DC) 11.97 KW f COMBINED WITH GALVANIZED STEEL PIPE TO PV-4 EQUIPMENT LABELS I FORM A DURABLE MOUNTING STRUCTURE. PRO CUSTOM SOLAR LLC D.B.A.MOMENTUM SOLAR GENERAL NOTES: CONCRETE FOOTINGS WILL PROVIDE OPTIMAL 325 HIGHS(73E2)02-6224 METUCHEN,NJ 08840 ;. SUPPORT FOR GROUND MOUNTING SYSTEM. MOMENTUMSOLAR.COM THIS PV SYSTEM HAS BEEN DESIGNED TO MEET THE MINIMUM DESIGN STANDARDS ARRAY IS WITHIN LOCAL BUILDING CODE SET STRUCTURAL FOR BUILDING AND OTHER STRUCTURES OF THE ASCE 7-10, IRC,2015 AND NEW BACK. ENGINEERING YORK STATE UCS 2016, NEC 2014 AND ALL LOCAL CODES &ORDINANCES. DANIEL W.DUNZIK RA LEED-AP I LICENSE*039534 (908)872-3664 AN 18" WIDE (FREE OF SOLAR EQUIPMENT) SHALL BE PROVIDED;ALONG AT LEAST 370 BURNT HILL ROAD EQ- SKILLMAN,N)08558 YM L LEGEND ONE SIDE OF THE ROOF ON THE SAME SIDE AS THE SOLAR EQUIPMENT OR ON � ENGINEERING LETTER ATTACHED HAS SPECIFICATIONS FOR WIND ANOTHER SIDE OF THE RIDGE THAT DOES NOT HAVE SOLAR EQUIPMENT ON IT. IN i AND LOAD CALCULATIONS FOR SOLAR INSTALLATION SPANS B ATTACHMENTS TO MEET LOCAL AND STATE BUILDING CODE CHIMNEY ADDITION AN 18" WIDE PATHWAY(FREE OF SOLAR EQUIPMENT) SHALL BE PROVIDED OlDssaA,aO®ul Q STS PIPE COMPLIANCE.WARNING THAT IT IS A VIOLATION OF THE LAW FOR MSP MAIN SERVICE PANEL ® ANY PERSON,UNLESS ACTING UNDER THE DIRECTION OF A 4VATUS PLeanSCHEDULE ao STEEL.HRPE LICENSED ARCHITECT,TO ALTER AN EM IN ANY WAY FROM AT LEAST ONE EAVE. PIMDIADOfM1 BWV!]NG.AS N®® SPSUB-PANEL SKYLIGHT ROOF SHALL HAVE NO MORE THAN TWO LAYERS OF COVERING IN ADDITION TO THE �P ' CONo�TE�f"T10K2wo9MIN Fspl SOLAR EQUIPMENT. OUTILITY METER ® VENTqRC INSTALLATION OF SOLAR EQUIPMENT SHALL BE FLUSH MOUNTED, PARALLEL TO AND �v <��FL W o 'Sim NO MORE THAN 6-INCHES ABOVE THE SURFACE OF THE ROOF. S DC AC DISCONNECT Q PIPE VENT AC WEIGHT OF THE INSTALLED SYSTEM SHALL NOT EXCEED MORE THAN 5-PSF FOR t `� Fu DC UTILITY DISCONNECT FAN PHOTOVOLTAIC AND NO MORE THAN 6-PSF FOR RESIDENTIAL SOLAR HOT WATER SYSTEMS. B ARRAYSECnON �, —' LC LOAD CENTER TJ/ SATELLITE DISH �9 ANY PLUMBING VENTS ARE NOT TO BE CUT OR COVERED FOR SOLAR EQUIPMENT 039534 Q� INSTALLATION. ANY RELOCATION OR MODIFICATION OF THE VENT REQUIRES A FASTENER REQUIREMENTS: OF 140 N3R NEMA 311 BOX W/ENVOY-S ® FIRE SETBACKS PLUMBING PERMIT AND INSPECTION. TOTAL ARRAY AREA=735.61 SQ FT NEW WIND LOAD-ASCE 10(SEE CALCULATIONS,STRUCTURAL CERTIFICATION)41.5 PSF MAX CB COMBINER BOX GROUND ACCESS INVERTER PLACEMENT: TOTAL UPLIFT 41.5PSFX735.61=30527.97LB5 CUSTOMER E: MODULE PITCH DIRECTION SYSTEM UTILIZES "ENPHASE" MICRO-INVERTERS WITH RAPID SHUTDOWN CONTROL FASTENER. INFORMATION LOCATED ON THE BACK SIDE OF EACH MODULE. LAG SCREW SPEC 203.2,8/04•(FLAT WASHERS TO BE USED WITH LAG BOLTS) EDGAR SALVADOR LAG BOLT WITHDRAWAL VALUE 5/16"DIA.,266 LB/IN X 2-INCH THREAD DEPTH: 1200 ALDRICH LANE S32LB.CAP EACH LAUREL, NY 11948 BUILDING REVIEW NOTE: MINIMUM NUMBER OF LAG BOLTS REQUIRED:30527.97 LBS/532 LBS/LAG BOLT=S8 (631)506-9509 I MAXIMUM SPAN BETWEEN MOUNTING FEET BOLTS"X"USE 48"MAX ALLOWED AS O TOWN BUILDING PLANS EXAMINER HAS RECEIVED THE ENCLOSED DOCUMENT FOR PER SCHEDULE JURISTICTION:SUFFOLK MINIMUM ACCEPTABLE PLAN SUBMITTAL REQUIREMENTS OF THE TOWN AS SPECIFIED BILL OF MATERIALS UTILITY:PSEG LI IN THE BUILDING AND/OR RESIDENTIAL CODE OF THE STATE OF NEW YORK. UTILITY ACCT#:9690313402 BOVIET BVM661OM-285 THISREVIEW DOES NOT GUARANTEE COMPLIANCE OF THAT CODE. THAT MODULES 42 UTILITY METER#:80202353 285 WATT'MODULE RESPONSIBILITY IS GUARANTEED UNDER THE SEAL AND SIGNATURE OF THE NEW INVERTERS 42 64.�T' 39.06"EET )7LL YORK LICENSED DESIGN PROFESSIONAL OF RECORD. THAT SEALOAND SIGNATURE PV SYSTEM HAS BEEN INTERPRETED AS AN ATTESTATION THAT, TO THE BEST OF THE LICENSEE'S ENPHASE COMBINER BOX 1 BELIEF AND INFORMATION, THE WORK IN DOCUMENT IS: INFORMATION 60A FUSIBLE AC DISCONNECT 2 SYSTEM SIZE(DC):11.97 KW CLIMATIC & GEOGRAPHIC DESIGN 1. ACCURATE i 60A FUSES 2 42 MODULES: DUS: NPHASE BOVIET M661OM-285 CRITERIA TABLE R301.2(1) 2• CONFORMS WITH GOVERNING CODES APPLICABLE AT THE TIME OF THE 42 INVERTERS: SUBMISSION. 125A LINE TAPS 2 M250-60-2LL-S22 GROUND SNOW LOAD 30 LBS/SF 3. CONFORMS WITH REASONABLE STANDARDS OF PRACTICE AND WITH VIEW TO SPEED (MPH) 130 MPH THE SAFEGUARDING OF LIFE, HEALTH, PROPERTY AND PUBLIC WELFARE IS THE RESPONSIBILITY OF THE LICENSEE. TOPOGRAPHIC EFFECTS B STRUCTURAL STATEMENT: PROJECT INFORMATION SPECIAL WIND REGION NO INITIAL DATE:S/16/2017 DESIGNER:NA THE EXISTING STRUCTURE IS ADEQUATE TO SUPPORT THE NEW LOADS IMPOSED BY REV: DATE: DESIGNER: WIND BORNE DEBRIS ZONE 2 THE PHOTOVOLTAIC MODULE SYSTEM INCLUDING UPLIFT& SHEAR.EXISTING RAFTER REV: DATE: DESIGNER: SEISMIC DESIGN CATEGORY C SIZES &.DIMENSIONS CONFIRM TO IRC-2015 TABLE R802.5(1)-RAFTER SPANS. CLIMATE ZONE 4A COVER PAGE MOUNTING BRACKETS AND HARDWARE MEET OR EXCEED NEW YORK STATE CODE WIND EXPOSURE CATEGORY B REQUIREMENTS FOR THE DESIGN CRITERIA OF THE TOWN. Pv_ 1 ' -r-ALE: 1/32" = 1'-O" \ ROOF MODULE COUNT TILT AZIMUTH SHADING R1 42 20" 180° 97% \\ momentum j \ SOLAR PRO CUSTOM SOLAR LLC D.B.A.MOMENTUM SOLAR 325 HIGH STREET,METUCHEN,NJ 08840 (732)902-6224 \\ MOMENTUMSOLAR.COM \\ STRUCTURAL \ ENGINEERING \ DANIEL W.DUNZIK RA LEED-AP 1 54-0 \ \\ LICENSE 039534 08)872-3664 RNTHIL 370 BURNT MILL ROAD \ SKILLMAN,NJ08558 • s • • • • • ENGINEERING LETTER ATTACHED HAS SPECIFICATIONS FOR WIND • • • • • • e 13 -21, AND LOAD CALCULATIONS FOR SOLAR INSTALLATION SPANS& R1 • • • • • • • ATTACHMENTS TO MEET LOCAL AND STATE BUILDING CODE • • • a 1 2 \ COMPLIANCE.WARNING THAT IT IS A VIOLATION OF THE LAW FOR ' \ ANY PERSON,UNLESS ACTING UNDER THE DIRECTION OF A \ LICENSED ARCHITECT,TO ALTER AN REM IN ANY WAY / I \ -RED qRc AC CB / ELECTRICAL EQUIPMENT \\ ELECTRICAL EQUIPMENT POOL /' I \\ I I yj _ MSP 039534 OQ' NEw Wt �� \\ CUSTOMER / \ INFORMATION I / / 235' TRENCH 't /—� EDGAR SALVADOR 58' INTERIOR 1200 ALDRICH LANE ELECTRIC RUN / 00, LAUREL, NY 11948 (631)506-9509 -1„ JURISTICTION:SUFFOLK•Q o / b / 36-112 UTILITY:PSEG LI UTILITY ACCT#:9690313402 \ ° /./ n ° �/ Nip�' /•/ — UTILITY METER#:80202353 33'-2z" PV SYSTEM INFORMATION SYSTEM SIZE(DC): 11.97 KW 42 MODULES:BOVIET BVM661OM-285 — / °� / /• 42 INVERTERS: ENPHASE M250-60-2LL-522 —_ / HOUSE o - t� q / X Q n � / 1 /A ° �OD• ° - / �� • �' /� PROTECT INFORMATION INITIAL DATE:5/16/2017 DESIGNER!NA REV, DATE: DESIGNER: / REV: DATE: DESIGNER. DRIVEWAY �� � SOLAR INSTALLER NOTES: � `OO, PANEL LAYOUTl NO ADDITIONAL STRUCTURAL SUPPORT REQUIRED ��' SCALE: 1/64" = 1'-0" PSV-2 i 42 BOVIET BVM661OM-285 285W MODULES PAIRED WITH momentum 42 ENPHASE M250-60-2LL-S22 MICRO-INVERTERS SOLAR' BRANCH CIRCUITA EXISTING SQUARE D(QO) 1 PRO CUSTOM SOLAR LLC D.B.A.MOMENTUM SOLAR 4 MICRO-INVERTERS 200A MAIN SERVICE PANEL BRANCH CIRCUIT B 325 HIGH STREET,ME-6224 ,NJ 08840 14 MICRO-INVERTERS 240 V MOMENTUMSOLAR COM BRANCH CIRCUIT C MAIN BREAKER:200A 14 MICRO-INVERTERSINE SIDE STRUCTURAL HOT TAP ENGINEERING DANIEL W.DUNZIK RA LEED-AP LICENSE 0 AI11688 08)872-36 3 370 BURNT HILL ROAD r �f _� 200A SKILLMAN,NJ 08558 ENPHASE 60A ENGINEERING LETTER ATTACHED HAS SPECIFICATIONS FOR WIND AC COMBINER SQUARE-D 60A FUSIBLE SQUARE-D 60A FUSIBLE UTILITY AND LOAD CALCULATIONS FOR SOLAR INSTALLATION SPANS& ATTACHMENTS TO MEET LOCAL A14D STATE BUILDING CODE AC DISCONNECT AC DISCONNECT COMPLIANCE.WARNING THAT IT ISAVIOLATION O THE LAW FOR BOX METER ANY PERSON,UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT,TO ALTER AN REM IN ANY WAY f_ -g 60A ELECTRICIAN g-- 6oA [POT PRO CUSTOM SOLAR DBA MOMENTUM SOLAR 9! MATT FRANZ325 HIGH r �-20A MEETUCHEN,TE� NJOS�RCD ROOF BREAKER (A) 60A FUSES 60A FUSES POWER (732)902-62 c, RCl 1 TERMINATION CAP JUNCTION 2A-C 20A BREAKER (B) 3 4 "GROUND o\ ov �' o� ti � BOX 20A BREAKER (C) 3-235'TRENCH GRID INSTALLED ON END OF CABLE ELECTRICAL NOTES: 4. BRANCH CIRCUIT CALCULATION FOR WIRE TAG 1 DISPLAYS THEX39534 LARGEST BRANCH CIRCUIT IN SYSTEM. OTHER BRANCH CIRCUITS F Q 1.ALL CALCULATIONS FOR VOC,VMAX, IMP AND ISC HAVE BEEN WILL HAVE LOWER DESIGN CURRENT THAN THE ONE SHOWN. CF NE\ CALCULATED USING THE MANUFACTURED STRING CALCULATOR BASED ON ASHRAE 2% HIGH AND EXTREME MINIMUM TEMPERATURE COEFICIENTS. 5.ALL CONDUCTORS ARE SIZED BASED ON NEC 2014 ARTICLE 310 CUSTOMER 2. THE ENTIRE ARRAY IS BONDED ACCORDING TO (NEC 690.46 - 250.120 INFORMATION paragraph Q. THE GROUND IS CARRIED AWAY FROM THE GROUNDING LUG 6.ALL EQUIPMENT INSTALLED IS RATED AT 90°C USING #6 BARE COPPER WIRE. EDGAR SALVADOR 7. INVERTER NOC (NOMINAL OPEN CURRENT)OBTAINED FROM 1200 ALDRICH LANE 3. THIS SYSTEM COMPLIES WITH NEC 2014 EQUIPMENT DATASHEET LAUREL, NY 11948 (631)506-9509 PV SYSTEM INFORMATION SYSTEM SIZE(DC): 11.97 KW 42 MODULES: BOVIET BVM661OM-285 ! 42 INVERTERS:-ENPHASE M250-60-2LL-S22 Wire Ta Conduit Wire Wire Temp. Wire - Temp. Conduit Derated Inverter NEC Design Ground Ground Wire Tag Qty Gauge Wire Type Rating Ampacity(A) Derate Fill Derate Ampacity(A) Qty NOC(A) Correction Current(A) Size Type 1 Open Air 4 12 AWG Trunk Cable 90°C 30 0.96 1 28.80 14 1 1.25 17.50 12 AWG Trunk Cable PROJECT INFORMATION 2A V 'PVC 3 10 AWG THWN-2 90°C 40 0.96 0.8 30.72 14 1 1.25 17.50 10 AWG THWN-2 INITIAL DATE ESIGNER:NA REV: DATE: DESIGNER: 28 1" PVC 3 10 AWG THWN-2 90°C 40 0.96 0.8 30.7,2 13 1 1.25 16.25 10 AWG THWN-2 REV: DATE: DESIGNER: 2C 1" PVC 3 10 AWG THWN-2 90°C 40 0.96 0.8 30.7,2 13 1 1.25 16.25 10 AWG THWN-2 ELECTRICAL 3 1" PVC 3 04 AWG THWN-2 90°C 85 0.96 1 81.6 40 1 1.25 50.00 08 AWG THWN-2 4 1" PVC 3 04 AWG I THWN-2 j 90°C j 85 j 0.96 j 1 81.6 40 1 1.25 50.00 08 AWG THWN-2 PV-3 1 ` TAG.,..t7 LABEL QUANTITY LOCATION NOTE I EXAMPLES I 1 AT EVERY SEPARATION BY momentum O _ 12 DC CONDUITS ENCLOSURES/WALLS/ j SOLAR PARTITIONS/CEILINGS!FLOORS PHOTL:�UOLTAICPOWER SOURC•-E OR NO MORE THAN 10' PRO CUSTOM SOLAR LLC D.B.A.MOMENTUM SOLAR 325 HIGH STREET,METUCHEN,NJ 08840 (732)902-6224 MOMENTUMSOLAR.COM r STRUCTURAL F'HOTOUOLTAIC SYSTE=Mu EQUIPPE=CD)WITH 1 AT ANY JUNCTION BOX OR DC ; E NGI N E E RI N G © 1 COMBINER BOX RAPID SHUTDOWN =y' DANIEL W.DUNZIK RA LEED-AP COMBINER IF USED n LICENSE039534 (908)872--3664664 PH®TIjVOLTAIC POWER SOURCE OA a 370 BURNT HILL ROAD SKILLMAN,NI 08558 y" ENGINEERING LETTER ATTACHED HAS SPECIFICATIONS FOR WINO _ AND LOAD CALCULATIONS FOR SOLAR INSTALLATION SPANS& y, ATTACHMENTS TO MEET LOCAL AND STATE BUILDING CODE COMPLIANCE.WARNING THAT IT IS A VIOLATION OF THE LAW FOR ANY PERSON,UNLESS ACTING UNDER THE DIRECTION OF A -? LICENSED ARCHITECT,TO ALTER AN ITEM IN ANY WAY. r ;.a OMEN= U-01SINA CAL SHOO(o- D �ELW1 ATANY JUNCTION BOX OR DC LiK HAZARDJUNCTION BOX T©UCH TERMINALSCOMBINER IF USEDS ON BOTH LINE ANDS MAY BE ENE=RGIZEDD OPEN POO S'ITIOO N I ' =• 9534 Q _ o F NEW ry! CONNE=CT _ .. v.$ •,.r:::` L ~�_' ,r,..;I MAX9MUM F.0 C 1 OF EACH AT FUSED AC `D CUSTOMER OPERA;fING GURRE=NT �5 � - O ELECTRJCAL SHOCK HAZARD DISCONNECT © INFORMATION MAX4MUM F C ©O NOT TOUCH TE--RMINALS 1 AC DISCONNECT COMPLETE VOLTAGE AND CURRENT VALUES ON EDGAR SALVADOR OPERATION VOLTAGE 264 TERMINALS ON Bc TH LINE AND . . . LOACt SIDES MAY E3'E E=NERGIZEG) DISCONNECT LABEL 1200 ALDRICH LANE IN THE OO PEN F'OSITI©N LAUREL, '6 1)506-9509 NY 8 JURISTICTION:SUFFOLK UTILITY: PSEG LI e UTILITY ACCT#:9690313402 °i N ll O F UTILITY METER#:80202353 ` LINE SIDE TAP PV SYSTEM Q 1 MAIN DISCONNECT 1 OF EACH AT BUILDING MAIN O DUAL POWER SOURCE _—_ •^- SEC►OND SOURCE IS PHOTOVOLTAIC PANEL DISCONNECT PANEL 3.:s.i INFORMATION SYSTEM SIZE(DC): 11.97 KW i 42 MODULES: BOVIET BVM661OM-285 I 42 INVERTERS:ENPHASE M250-60-2LL-S22 s Jl� a "� e '_t»W f;i '-I PROJECT INFORMATION O 1 UTILITY METER 1 AT UTILITY METER O INITIAL DATE:5/16/2017 DESIGNER:NA DJAL POWER SOURCE (J; REV, DATE: DESIGNER: SEC•ONIa SOUE iS PHOT©�UOLTA'IC-6 ��" SYSTEPA s REV: DATE: DESIGNER: EQUIPMENT LABELS PV-4 h6lIRONRIDGE Ground Mount System k O380°Product Tour Visit ironridge.com Substructure Top Caps Rail Connectors Diagonal Braces Cross Pipe&Piers Flaz"* ���• Mount on all terrains,in no time. _%LThe IronRidge Ground Mount System combines our XR1000 rails with locally-sourced steel pipes,or Connect vertical and cross Attach Rail Assembly to Optional Brace provides Steel pipes or mechanical mechanical tubing,to create a cost-effective structure capable of handling any site or terrain challenge. pipes. horizontal pipes. additional support. tubing for substructure. Installation is simple with only a few structural components and no drilling,welding,or heavy machinery required.In addition,the system works with a variety of foundation options,including concrete piers and driven Rail Assembly piles. XR1000 Rails Top-Down Clamps Under Clamps Accessories Rugged Construction PE Certified Engineered steel and aluminum ® Pre-stamped engineering letters components ensure durability. available In most states. t Curved rails increase Secure modules to rails Alternative clamps for pre- Wire Clips and End Caps Simple Assembly Design Software spanning capabilities. and substructure. attaching modules to rails. provide a finished look. O Just a few simple components ®' Online tool generates engineering and no heavy equipment. values and bill of materials. — Resources y; Design Assistant �♦ NABCEP Certified Training Flexible Architecture 20 Year Warranty :n+:•-• Go from rough layout to fully i Earn free continuing education credits, ==`••, engineered system.For free. °► ► while teaming more about our systems. • Multiple foundation and array Twice the protection offered by ► configuration options. competitors. Go to ironridge.com/gm ♦ Go to ironndge.com/training -- - c Data Sheet Enphase M250 Microinverter Enphase Microinverters INPUT DATA(DC) MODELS: MODELS: M250-:0-2LL-S22, M250-72-2LL-S22, M25g- a-2LL-,25 M 250_72-2LL-S25 Compatibility 60-cell PV modules 60-cell and 72-cell PV modules j-.Ma pry, LPu!DCyolIa4. Peak Power tracking voltage 27 V-39 V 27V-48V Enphase The versatile Enphase M250 Microinverter"performs Min/Max start voltage 22 V 148 V 22V/48V in both residential and commercial solar PV installations Max DC short�ircuitcurrent,,. 7,i 15A` 7 75, 7 7 7 _17 M250 and is compatible with both 60-cell and 72-cell modules. OUTPUT DATA(AC) With its all-AC approach and integrated grounding,the t.,',Pebk output ri"W Maximum continuous output power 240W M250 delivers increased energy harvest and reduces Co WOVA—C design and installation complexity A@ 24(j.YaC,, Norninal,rollage/range 208V/183-229V@208VAC The Enphase M250 Microinverter integrates seamlessly 240 V/211-264 V C.240 VAC with the Enphase Engage'"Cable,the Enphase Envoy'" 797"'"IEF 76-7;67q= ,.11,,:r,'.e ","-,, communications gateway and Enphase Enlighten' Extended frequency range' 57-62-5 Hz monitoring and analysis software. V Prt factor Maximum units per 20 A branch circult 24(three-phase 208 VAC) 16(single phase 240 VAC) Maximum output fault cu_iirent.v` ',',850MA'rMsfo,6 cycles EFFICIENCY Productive jrCECy!eIghted.16ci, Sy • Designed for a wide range of modules Peak inverter efficiency 96.51 Maximizes energy production Night time power consumption 65 mW max Minimizes Impact of shading,dust,and debris MECHANICAL DATA LArnblem tem. Simple Dimensions(V4xHxD) 171 mm x 173 Min x 30 Min(without mounting bracket) No DC design or string calculation required kg IIA 15-) 7-2771�77 Cooling Natural convection-No fans j, No GEC needed for microinverter .k V-> asy installation with Engage cable _ Connector type MC4:I.4250-60-21L-S22 and f.4250-72-2U.-S22 Amphenol H4:M250-60-2LL-525 and M250-72-2LL-525 • Reliable eliable —Power line gcamrnunfdirth!in,,�,7. 71,,il 4th-generation product Integrated ground The DC circutt meets the requirements for ungrounded PV arrays In More than I million hours of testing and NEC 690.35.Equipment ground is provided In the Engage Cable.No additional millions of units shipped GEC or ground is required.Ground fault protection(GFP)Is integrated into the microln,verter. Industry-leading warranty,up to 25 years Manager and MyEnfigt n�monjlo, L Transformer design High frequency transformers,galvanically Isolated UL2703 recognized,UL1741/IEEE1547,FCC Pb[A 15C[aus ukN/CSA"C221N4j rJ-Mgi,' .41�64,and107.1-'01- Rapid Shin Down�%VjP 'a son mna vifth NEC-2014 and HEC-2017 0611-6 600 Wand '2 11 .18 .218r a :;4, .;�i'_ ,,„+,Shbldvr"m of P,V Syoteme,for AC�eiid OC conductors;when insta0ed eccoidhi`g'�- `'' Winufactirritti inctrijetions. 1 No enforced DC/AC ratio.See the coin patibil lity calculator at enphase.com/en-ua/support/module.compau bill ty. 2.Frequency ranges can be extended beyond nominal if required by the utility. nUL To learn more about Enphase offerings,visit enphase.com no 02017 Enpluse E­qy.AA fiogtr,--d.M lrjd­rl9 0 bm­s uc,,d am ftr vtpV*tyof E,Vhasa Eev.1r9-1.lin ENPHASE. Em ENPHASE. 2n17.01.19 �/ To learn more about Enphase offerings.visit enphase.com 7 1."" a Z, 'X z n-. N, 1 ii 6G G NMI& 1;-2A j 1-V Curves at different Irradiances(285W) IrradianceAM1.5,1 000WIffe(285M Test temperature:25T Oso High Quality and Reliable Modules Duo to Thorough Design and Stringent Quality Control Withstand up to 54DO Pat snow load 2400 Pa wind load 10 308 410 •1000V DC UL certiflad 9 no •Two times of EL inspection an every call and module for defect free 264 Type I ffiotaung per UL 1703 eciftlon 3 -High saft and ammonia resistance CertIfied by TUV Rheinland 7 220X_ •0-+SW gu rentaod positive tolerance an nameplate power output .0 So nty 0 176 > So •12-year product warranty 4 132 12 40 25-year 11near power output wamerny Conapmehomalhe Certificates for Products and Management 68 -—————— •UL 1703JEC 61215JEC 61730.CEC Isted,MCS and CE 2 4A • ISO 9001 for Quality Management Systems 1 -50 -25 a is SO 9n, 75 100 ::So 14001 for EnAronmental Management Systems IQ SO 8001Occupational Haan and Safety System DO 5 10 15 20 25 30 35 40 45 0 Temperature(-C) Voftage(V) + 496 + + so -4 A ab Moir T I I I T' CE .22-- ar - - --- --- --- BVM661OW285 BVMGSIOM-290 BVM661DW295 BVM661OM-300 7 "iiiW'� , -, ..."i' . --- ------- --- --- Maximum P-Cumentomp) 9.05A 9.12A 9.22A 9.33A Ptauktneir Powtir,,VW_ y4k'l T" Short Circuit Current(Isc) 9.56A 9.65A 9.73A 9.84A 12 Ar JA [J "'77 t. . -, 5�7 77-7,77F.- 77777,775 , "777,77",,7; Module Efficiency 17.5% 17.8% 1e.1% 18.4% Nb4—� ' 7_7 7,; 77 7--"M lid i STC:AMi.5,I-dIsnco 1000WIH.25'C 042 (Unit:mm) BVMSOIOM-265 BVM661OM-290 BVM661OM-295 BVM6610"0 L w Sol.,Call Monocrystalline I58,ISGnwn,6D(6x10)pcoInseder '� I Maximum Power Current(imp) 7.24A 7.30A 7.37A 7.43A F,... Anodized aluminum alloy sy I Short Uncut Current(Isc) 7.73A 7.79A 7.86A 7.97A LIE with T7� N0CT:AJYII.5.In,adiance80OW/ .2GX:.WIndsp,ac1I,1s) Output cable 4..-(EUV 1100 M20Omm WN Pmax Temperature Coefficient -0.40%/K itibi Pieces per pallet 26 Operating Temperature -40-85*C DI....1cm 11510.W2x40— lac Temperature Coefficient -0.06%fKE 1 28 C�4 MPieces per contalner(40HO) 728 135*,,7 Maximum system Voltage I000VDC www.bbviet;com