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HomeMy WebLinkAbout41932-Z g11fPOl��� Town of Southold 12/20/2017 t P.O.Box 1179 ;y: f 53095 Main Rd 4 p� Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 39415 Date: 12/20/2017 THIS CERTIFIES that the building SOLAR PANEL Location of Property: 31675 CR 48,Peconic SCTM#: 473889 Sec/Block/Lot: 74.4-22.1 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 8/23/2017 pursuant to which Building Permit No. 41932 dated 8/29/2017 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: roof mounted solar panels as applied for. The certificate is issued to Feaker,Robert&Shui,Lin of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 41932 11/6/2017 PLUMBERS CERTIFICATION DATED Authorized Signature,"' 93ML4' TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE oy • O�Vr 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#: 41932 Date: 8/29/2017 Permission is hereby granted to: Feaker, Robert 31675 CR 48 Peconic, NY 11958 To: install roof-mounted solar panels as applied for. At premises located at: 31675 CR 48, Peconic SCTM # 473889 Sec/Block/Lot# 74.-1-22.1 Pursuant to application dated 8/23/2017 and approved by the Building Inspector. To expire on 2/28/2019. Fees: SOLAR PANELS $50.00 CO -ALTERATION TO DWELLING $50.00 CL ', RIC $100.00 01 �TT tal $200.00 Building Inspector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines, streets,and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead. 5. Commercial building, industrial building,multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957)non-conforming uses,or buildings and"pre-existing"land uses: 1. Accurate survey of property showing all property lines, streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential $15.00,Commercial$15.00 Date. New Construction: Old or Pre-existing Building: (check one) Location of Property: .3 1 -7 12 T 4 C/ P G C uvl 1 C� House No. Street Hamlet Owner or Owners of Property: R c,I eat_ e c, Suffolk County Tax Map No 1000, Section Block Lot Subdivision Filed Map. Lot: Permit No. Date of Permit. Applicant: Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (chec ne) Fee Submitted: $ pp icant Signature oF soUry®r a Town Hall Annex Telephone(631)765-1802 54375 Main Road 9 Fax(631)765-9502 P.O.Box 1179 �� roger.richert(a)-town.southoId.ny.us Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To Feaker Address: 31675 CR 48 city,Peconic st: New York zip: 11958 Building Permit#: 41932 Section: 74 Block- 1 Lot: 22.1 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Vivint Solar License No: 51228-H 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 FixtureTime Clocks Disconnect Switches Twist Lock Exit Fixtures 9 TVSS Other Equipment: 3.190KW Roof Mounted Photovoltaic System to Include: 11- HANWHA 290 Panels, with Micro Inverters, Combiner Box, Rapid Shut'Down Disconnect. Notes: Inspector Signature: Date: November 6, 2017 0-Cert Electrical Compliance Form.xis OE SOUTyolo vc7< 7 �� G • �O 111 °�courm,� �� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) REMARKS: DATE / INSPECTOR �— ' 3)- WnW© o �r' 1800 W Ashton Blvd. T Ci X70 0 Lehi, UT 84043 Structural Group Jon P. Ward, SE, PE J.Matthew Walsh,SE, PE Clint C. Karren,PE Structural Engineering Manager Senior Structural Engineering Manager Structural Engineering Manager jon.ward@vivintsolar.com james.waish,@vivintsolar.com cline karren@vivintsolar com October 04, 2017 Re: Post Structural Certification Feaker Residence 31675 County Road 48, Peconic, NY S-5798932; NY-02 To Whom It May Concern: Pursuant to your request, a representative from our company conducted a post installation site visit under my supervision for the above referenced solar panel installation. As you are aware, this office initially prepared a structural assessment of the proposed solar panel installation, the adequacy of the connections for this system and identified maximum spacing of the connections. The photographs show panel support locations and spacing which conform to our structural assessment. Acceptable minor changes to the layout include panel position, support spacing less than or equal to 48", and/or additions or deletions of panels at roof locations. Based upon the post installation site visit, our office certifies the solar panel installation for this roof and that it was in conformance to our structural assessment report dated August 15, 2017, Unirac, Inc. product installation criteria, and the layout plan as,specified in our report. This letter pertains only to the panel support attachments to the roof framing and not the engineered photovoltaic panel products, components, panel positioning, or electrical related installations/connections. This certification is based on applicable building codes, professional engineering assessment and judgment and covers this dwellings assessment for solar panel connections and support only. Should you have any questions regarding the above or if you require additional information do not hesitate to contact me. Regards, OF NES P k t0 Clint C. Karren, PE NY License No. 096344 A s 6344 � J SS10NP�' DEC 202017 D F'! .:�aa TO11VI,4 OF SOLTI HOLD Page 1 of 1 4 Wo ;. � FIELD II�'S'�'EG'.�XQ�1�E�0��' A� �� �,,�� • FOUND,ktON;(IST) �q ............. .....•rr4rrYrr ICA FOUND, , ION:(MN ) 1 ROUGH FR4NtVQ& ,.r,r..,..r._... @ PLUM310G INSULATION PEA N,Y, STATE ENBR(� Y C'ME YNAL ir Mom" -iop `� 0 TQW i OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUIUIIING 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 �SoutholdTown.NorthFork.net PERMIT NO. Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application Flood Permit ..Examined 20 Single&Separate Storm-Water Assessment Form Contact: Approved ,20 Mail to:16(o 5 Q=n Disapproved a/c �1��11 G, n Phone:(2-5) ——(cJO '3Z. 6 Expiration c9 Z� ,20_�_) D Building Inspector AUG 9 3 201 D PLICATION FOR BUILDING PERMIT Date s , 20 1Z BMDINGDWr INSTRUCTIONS TOWN OF SOUTHOLD 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 e 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 'f property have been enacted in the interim,the Building Inspector may authorize, in writing,the extension of the permit for an ,1 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 y 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) r 5to 15 0Cen n Prvp hef vi i (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder D(.0 ;i Name of owner of premises 0 4�r (As on the tax roll or latest deed) If applicant 's a corporatiop, signatu a of duly authorized officer VI .! (Name and title of cot orateficer) Builders License No. rJ,7� Plumbers License No. Electricians License No.15251(o ' Other Trade's License No. Location of land on whichproUd work will be done: House Number Street Lot County Tax Map No. 1000 Section lock""' ' ,1 I Subdivision 1Filed Map Nod.ILot f 2. State existing use and occupancy of premises and intend edl use and oc I upancy f_proposed constriction: a. Existing use and occupancy rP S1( e I b. Intended use and occupancy (� 3. Nature of work,(check which applicable):New Building Additi .n Alteration Repair Removal Demolition_ Ot4er Wor, (Description) 4. Estimated Cost' d 15 GO _ e (To be aid on filing this application) 5. If dwelling, number of dwelling units _ Number, of dwellin,,units od each floor If garage, number of cars � i 6. If business, commercial or mixed o cupancy, specify nature and extent of eac a of use. p — 7. Dimensions of existing structures, i7'any: Front _Rear I, Depth Height Nu nber of Stories_ Dimensions of same structure wth alterations or a dditions:, Fron�t� , , , ,s; ._ Depth Hight _ ,Nur l bier of toies 8. Dimensions of entire new construction: Front Rear 1 Depth, Height umber of Stories_ f _ 9. Size of lot: Front RearJ _Depth— - 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premi es are situat d 1;. Does proposed'construction violate any zoning law ordinance of regu ati!on? � S NONN" 13. Will lot be re-graded? YES NOWill excess fl .J)e T•em6ved 6m prei nises?YES NO cd 14.Names of Owngr of premises VOW,. (6G 164(dd es' _Phone No.�1 7 3 y , (���3Z Name of Architect Ad S _ — _Phone No Name of Contractor ( Ad sq°j 2�0 I one Nolo 1 ) ' 15 a. Is this property within 100 feet of a tidal wetland bre nwater wet11'arid? * S NO * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. P I4ITS MAYBE REQ UIRED. b. Is this property within 300 feet of,6 tidal wetland? * Y SNO * IF YES, D.E.C. PERMITS MAY B REQUIRED. 16. Provide survey,,to scale, with accurate foundation plan andl distances tb�propeily lines. 17. If elevation at any point on property is at 10 feet for Belo ,must provid topogrephical data on survey. 18. Are there any covenants and restrict ons with respect to ,his property? i*i YES No l * IF YES, PROVIDE A COPY. STATE OF NEW YORK) nn SS. CO TY OFTLtfr? �) l I being&y sworn-de os! 's and sa s that she is the applicant 1 p p ( ) (Name of individual signing contract) ibove named,, (S)He is the i (Contractor,Agent,Corporates,- 1 c;� Y,etc.) of said owner or owners,and is,duly autho zed to perform or hav,, p:�i formed the said woi I and to make and file this application; that all statements contained in this applica ion are true to the,bcci oil his kxiowlle ie land b i;;f; and that the work will be performed in the manner set forth in the ap lication filed therewil i. I i Sworn o before me this j day of 20 / 7 I GIORGETTI lO -State of New Yo No.01G16292933 otary Public Qualified fn Suffolk county — �' - i Commission Expires November 12,12617 1Signatur' of Applicant CONSENT TO INSPECTION D`/ea-r / eGL,�e/L- ,the undersigned, do(es)hereby state: Owner(s)Name(s) That the undersigned(is) (are)the owner(s) of tlW premises in the Town of Southold, located at 3 f&7 A]- i{ C P^A r 95 , which is shown and designated on the Suffolk County Tax Map as District 1000, Section , Block , Lot That the undersigned(has) (have) filed, or cause to be filed, an application in the Southold Town Building Inspector's Office for the following: 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: C l Sig�nJature,� Notary Puuiic, „ew York No.01G16292933 (Print Name) Qualified in November County Suffolk .2017 Commission Exp (Signature) (Print Name) i o��dF Sd�l�,o Town Hall Annex 1i Telephone(631)765-1802 54375 Main Road H 67box6 - 5 P.Q.Box 1179 r0 er.r! hertLwn.sO o n .us Southold,NSC 11971-0959 'ddq 1�►�` i BUILDING DEPARTMENT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION j E- REQUESTED BY: Date: Company Name: V I VI m <s(mr ' Name: Ct - C c' 7Ct I el SCI -Cc'1��^F�r License No.: 51 Z2-,Fs-—1A Address: f 00ce C� ant/Ave-nu--e- ]Phone -enu-e i - Phone No.: JOBSITE INFORMATION: (*Indicates required information) *Name: j ✓ F 3 *Address: '� to 5 CQ UI�I I—U2CCX11 C i *Cross Street: *Phone No-,- Permit o-:Permit No.: 1 95a f TMM- aP District: 1000 Section: -7 L/— Block:T Lot: 3 *BRIEF DESCRIPTION OF WORK(Please Print Clearly) (nsQ�,Gh c (Please Circle AI( That Apply) i *Is job ready for inspection: Rough In Final *Do you need a Temp Certificate: S! NO l Temp Information(if needed) *Service Size: 1 Phase 3Phase 100 150 200 300 350 40o Other *Neva Service: Re-connect Underground Number of Meters Change of Service Overhead Additional Information: PAYMENT DUE WITH APPLICATION .82-Request for Inspection Form rg SO(/r�®l h O Town Hall Annex Telephone(631)765-1802 54375 Main Road OR Fax(631)765-9502 P.O.Box 1179 G • Q Southold,NY 11971-0959 'Q November 28, 2017 lyC®n,� BUILDING DEPARTMENT TOWN OF SOUTHOLD Vivant Solar 1565 Ocean Ave Bohemia NY 11716 Re: Feaker, 31675 Rt 48, Peconic TO WHOM IT MAY CONCERN: The Following Items(if Checked)Are Needed To Complete Your Certificate of Occupancy: NOTE: Certification letter required stating the panels were installed to the roof per NYS Building Code Application for Certificate of Occupancy. (Enclosed) Electrical Underwriters Certificate. A fee of$50.00. Final Health Department Approval. Plumbers Solder Certificate. (All permits involving plumbing after 4/1/84) Trustees Certificate of Compliance. (Town Trustees#765-1892) Final Planning Board Approval. (Planning#765-1938) Final Fire Inspection from Fire Marshall. Final Landmark Preservation approval. Final inspection by Building Dept. Final Storm Water Runoff Approval from Town Engineer BUILDING PERMIT — 41932 —Solar Panels i SURVEY OF PROPERTY AT PECONIC sTOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK 1000-74-01-21 do 22 SCUNE L8 , 19990 ' � a 4ro �. it 0 CERTIFIED TO, Robert Feaker +,p' Shul Lin Feaker Commonwealth Land Title Insurance Company do Tit[* Number 70991320 �< P�EOf NEW�O 0—monument oN" ANY ACTEFA7iCW OR AADri1GW r0 TMS SUr1C'Y RSA NglA rJa1V ' a3s� rr 15 A0 Oi SECAON FtO9 Oi TfiE AES'Ya�7r STA Te®IK'A 7Kw LAM: • � "'! it y.& LIC. ND. 49d/B EXG'�T AS P671 SECTION 7P09-bUSO1Vl90N P. A C CFR ffA rx" t.. �. n e' a AFREMY ARE VALD iaR i h1lS AIAr AAG7�p17ES Aj OV1C Y F ��ii,, �, _ sans Ie.P CN s BEi�R TAC IYRESSFlf SEAL pe SUIYEYOR y ' eaW4�lSzo s,P.c. WON aw"f APPEARS lE]PEOIL =T"B,"U rO CMy IITN SAD CAA'rAC rFJPY AC rEF£0 9Y' 9 'BARAfT BE IJSfD 0Y ANY AAD ALL 5w suat OVrS 11TA SPE T f'AA 12 AVELER STREET RaIa1TT ETa-o�iVLI �T N �IIrN LAW.•� �% SOUrMXD, N.Y. 11971 99 - 222 t A I �ESOF APPROVED AS NOTED ILI NEVIV & TOWN CODES DATE:V- Z I LUL B.P.4t AS REQUIRTE-D OF FEE:- BY. "�m NOTO BUILDING DEPARTMENT AT I; 765-1802 BAM TO 4PM FOR THE FOLLOWING INSPECTIOI S: 3 T ELS 1. FOUNDATION - TWO,REQUIRED FOR POURED CONCRETE 2. ROUGH - FRAMING & PLUMBING 3. INSULATION oc op, 4. FINAL - CONSTRUCTION MUST BE COMPLETE FOR C.O. USE is ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW lvok;� YORK STATE. NOT RESPONSIBLE FOR \N DESIGN OR CONSTRUCTION ERRORS. Of "90) Ilk mo ni ® r I r 1800 W Ashton Blvd. Structural Group Lehi, UT 84043 Jon P. Ward,SE, PE J.Matthew Walsh,SE, PE Clint C Karren, PE Structural Engineering Manager Senior Structural Engineering Manager Structural Engineering Manager jon.wardoa vivintsolar com james.walshL7a vivintsolancom clint.karren@vivintsolar com August 10, 2017 Revised August 15, 2017 Re: Structural Engineering Services Feaker Residence 31675 County Road 48, Peconic, NY S-5798932; NY-02 To Whom It May Concern: We have reviewed the following information regarding solar panel installation on the roof of the above referenced home: 1. Site Visit/Verification Form prepared by a representative from our office under my supervision identifying specific site information including size and spacing of members for the existing roof structure. 2. Proposed layout of the system including connection details for the solar panels. 3. Photographs of the interior and exterior of the roof system identifying existing structural members and their conditions. Based on the above information,we have evaluated the structural capacity of the existing roof system to support the additional loads imposed by the solar panels and have the following comments related to our review and evaluation: A. Description of Residence: The existing residence is typical wood framing construction with a maximum of two layers of composite shingle roofing. All wood material utilized for the roof system is assumed to be Hem-Fir(North) #2 or better with standard construction components and consists of the following: • Roof Section 1: Dimensional lumber - 2x6 at 24" on center with knee wall supports 6' from the ridge. The attic space is unfinished and photos indicate that there was free access to visually inspect the size and condition of the roof members. B. Loading Criteria 8.49 PSF= Dead Load (roofing/framing) 2.59 PSF= Dead Load (solar panels/mounting hardware) 11.08 PSF=Total Dead Load 20 PSF= Roof Live Load 30 PSF=Ground Snow Load (based on local requirements) Wind speed of 130 mph (based on Exposure Category B-the total area subject to wind uplift is calculated for the Interior, Edge, and Corner Zones of the dwelling.) C.Solar Panel Anchorage 1. The solar panels shall be mounted in accordance with the most recent "Unirac, Inc. Installation Manual", which can be found on the Unirac, Inc. website (www.unirac.com). If during solar panel installation, the roof framing members appear unstable or deflect non-uniformly, our office should be notified before proceeding with the installation. 2. The solar panels are 11/2"thick and mounted 41/2' off the roof for a total height off the existing roof of 6". At no time will the panels be mounted higher than 6"above the existing plane of the roof. Page 1 of 2r w n . Cl-,", r Page 2 of 2 3. Maximum allowable pullout per lag screw is 235 lbs/inch of penetration as identified in the National Design Specifications (NDS) of timber construction specifications for Hem-Fir (North). Based on our evaluation, the pullout value, utilizing a penetration depth of 21/2', is less than the maximum allowable per connection and therefore is adequate. 4. The maximum allowed spacing was calculated for the Wind Speed shown in paragraph B above, using the wind load uplift procedures of ASCE 7-10 and is specified below. The following values have been verified by in- house testing and the mounting hardware manufacturers' data, which are available upon request. Panel support connections shall be staggered to distribute load to adjacent members. Modules in Landscape Modules in Portrait Roof Zone Interior Ede Corner Interior Ede Corner Max Vertical Spacing in 40 40 40 66 66 66 Max Horizontal Spacing in 48 48 48 48 48 48 Max Uplift Load lbs 174 113 63 293 191 107 D.Summary Based on the above evaluation,with appropriate panel anchors being utilized the roof system designed on will adequately support the additional loading imposed by the solar panels, if installed correctly.This evaluation is in conformance with the 2016 New York State Uniform Code Supplement,the 2015 IRC,the 2015 IBC,current industry standards and practice,and the information supplied to us at the time of this report. If there are any questions regarding the above, or if more information is required, please contact me. �E of New Regards, CO C. Clint C. Karren, PE NY License No. 096344 t� 096344 wowo n . s a r 0/ N QJ O U C e omW L UCZ Y °00 PV SYSTEM SIZE: I < 3 190 kW DC ti KEY (11)Hamha O PEAK BLK-G41 290 MODULES WITH AN Enphase 106-60.2-US MICRO INVERTER MOUNTED ON THE BACK OF EACH MODULE I I U PV INTERCONNECTION POINT, ❑M LOCKABLE DISCONNECT SWITCH, O ANSI METER LOCATION,&UTILITY METER LOCATION TIE INTO METER 444 690 257 4 51'OF 314°EMT CONDUIT �4Y FROM JUNCTION BOX TO I ELEC PANEL O Iy JUNCTION BOX ATTACHED TO ARRAY TO KEEP JUNCTION BOXOFFROOF CHIMNEY ® m I I o o FMSKYLIGHT O ..... SATELLITE DISH 1 ••• ••••• •• I N O PLUMBING VENT (' 0V O N O ROOF VENTS I O 3'FIRECODE OFFSET i 0 �• UOj Z p N GROUNDACCESSM Z n K K N > J J W m CIRCUIT 1 11 MODULES I I J Q K 2 Z� p SHEET NAME W Z 31675 County Road 48, Peconic NY 11958 y�P�� ° Ky EE g — 9 � V �,p * SHEET NUMBER O Roof Section 1 < _ Avmuth 317 \ SCALE 118"=1'-0" O T It 33 � X96344 Type Comp Shingle A�icE pp1P� d PERLTV35CREYI N PER LffR O U c FlA5HIAIG Sf18OLAG SCREW C � O PER AIFli � V m� CZz L6 ? L I— L gz ,y v IL w 35nvn PROFILE 40mm PROFILE � SFM -TRIMRAIL WITH 1 SFM - ROOF ATTACHMENT 2 SFM -TRIMRAIL 3 ROOF ATTACHMENT 4 SFM - 311 RAIL PV 3 0 NOT TO SCALE PV 3.0 NOT TO SCALE PV 3.0 NOT TO SCALE PV 3 0 NOT TO SCALE .4 N1c•6 V.G SCR6Y SFM9'ATTACHEDSPLIC PER HFR 8 V SFM 9'SPLICE m E SFM 3' m N 5 SFM -9" ATTACHED SPLICE (a:)SFM - 9"SPLICE s PV 3 0 NOT TO sauEPV 3.0 NOT TO SCALE 5 N w = N W m NODULE Z n N_ TRIMRAIL SPLICE z m � 2 . Cl TRIMRAIL ROOF ATTACHMENT,SEE TABLE Z m W TRIMRAIL 2 Z Z SHEET NAME Size.2X6 F- En Spacing 24"O COF N,,z K,q�X0,9 p * SHEET � m * NUMBER O SECTION VIEW PV 3.0 s SFM LAYOUT N PV 3.0 NOT TO SCALE NOT TO SCALE 09634A Photovoltaic System Conduit Conductor Schedule(ALL CONDUCTORS MUST BE COPPER) DC System Size(Watts) 3190 Tag N Description Wire Gauge I N of Conductors/Calor I Conduit Type Conduit Size AC System Size(Watts) 2530 1 Enphase Engage Cable THWN-2 12 AWG 3(1-1,1.2,G) N/A-Free Air N/A-Free Air a Module/Inverter Count 11 1 Bare Copper Ground(EGC/GEC) 6 AWG 1 BARE N/A-Free Air N/A-Free Air C m 2THWN-2 10 AWG 1211LI1L2)B/R JEMT 3/4" `w 0 2 THWN-2-Ground 6AWG 1(GRN) JEMT 3/4" `w 0 z u 0 = LL ui w VJ n. N m 0 RE— O� n N a d m u N a 0 c 0 7' � w z m m 20A Point of lnterconnecb on,Load > j on Rapid Shutdown Side 70512(D)(2) Z Disconnect,Square D 20A DU221RB,240V/30A, Z m 5A Unfused,NEMA3,or L1 L2N H U ao egwvalent 2 2 r 20A — — Z Inverter Enphase M SHEET I06-60.2-US NAME Envoys �N DA Ezisbng 240V/100A = �ZyF Service Panel,Single C •'3 �p gni Phase,with 100A Main a Disconnect 0 Z01- --j �.% 5A SHEET PVCircuit1.11 t 2TT— om finer ane nvoy- 40V Conti nuous, 2 2 NUMBER' Modules/ 1 protection max 60A breaker on combiner ouput, Parallel _ with SO KAIC circuit breakers NEMA4 Junction Box with Irreversible sile/Lockable Knife'A/C Minimum GECsize8 v p.� Ground Sphce(T'P) Disconnect AWG copper W PV Module Rating @ STC Conductor Calculations Module Make/Model Hanwha Q.PEAK BLK-641 290 SOLAR MODULE a -Wee gauge calculated from art code 310 15(B)(16)with ambient temperature calculations from m Max Power-Point Current(Imp) 9 07 Amps art uc For"OOnn Roof" 2 Max Power-Point Voltage(Vmp) 3196 Volts ooff""conductors we use the 90°C column ampacity,0 5"-3 5"off-the-roof temperature '2 Open-Circuit Voltage(Voc) 3919 Volts Z Enphase I _ IDs-6o-z-us adjustment from 310.15(B)(3)(c),ond raceway fill adjustments from 310 15(B)(16) � z z ua MICRO-INVERTERAT Short-Circuit Current(Isc) 963 Amps For"Off Roof'conductors we use the 75°C column ampacity,or the 90°C column ampacity with :3 y- EACH MODULE,ATTACHED Max Series Fuse(OCPD) 20Amps the relevant ambient temperature and raceway fill adjustments,whichever Is less ;� oU O WITH ECOLIBRIUM SOLAR HARDWARE Nom Max Power at STC(Pmax) 290 Watts The rating of the conductor after adjustments MUST be greater than,or equal to,the continuous #6 BARE CU GROUND Max System Voltage 1000 V(IEC)(UL) duty uprated output current, •+ _ m (ATTACHED TO FIRST MODULE IN Voc Temperature Coefficient -D 28 %/C Calculation Example-Wlfe Rating(90°C)x Ambient Temperature Adjustment x Conduit Fill ARRAY)BALANCE OF ARRAY Adjustment>=Continuous Duty Output Current GROUNDING CONNECTIONS AC Output Current According t0 art.690 8(8)(1) 1D 56 Ams (On Roof,Tag 2) 30 gauge wire rated for 40 A, 40 A x 0 76 x 1(2 Conductors)=30 4 A>=13 2 MADE THROUGH ARRAY A HARDWARE Nominal AC Voltage 240 Volts MICROINVERTER CONNECTION THIS PANEL IS FED BY MULTIPLE SOURCES(UTILITY AND SOLAR) TO ENGAGE TRUNK CABLE Rooftop conductor ampaaNes designed in compliance with art 690 8,Tables 310.15(B)(2)(a),310 15(8)(3)(a),310 15(B)(3)(c), �+ 310 15(8)(16),Chapter 9 Table 4,5,&9 Loacation specific temperature obtained from ASHRAE 2013 data tables Inverter Make/Model 106-60-2-US ASH RAE 2013- Max Dc Volt Rating 48 Volts Highest Monthly 2%D.B Design Temp 29 8°C o v Max.Power at 40 C 230 Watts Lowest Min Mean Extreme D B -16 8°C � ro Nominal AC Voltage 240 Volts � Max AC Current 096 Amps Max OCPD Rating 20 Amps Max Panels/Grcu t 16 Short Circuit Current 15 Amps m ry OCPD Calculations a 0 Breakers sized according to continuous duty output current PV circuit nominal current based off# o of modules per Circuit X(1 25[art 210 19(A)(1)(a)))X(0 96 Max AC current per micro-inverter) gq 0 Circuit#1=11 modules,Output Current w/continuous duty=13 2<20A Breaker 0 system output current w/continuous duty=13 2<15A(System OCPD) z m m j Z ry Z w s ¢ ut Other Notes z_ z z •Designed according to,and all code citations are relevant to,the NEC 2014 SHEET •All specified equipment grounding devices/components must be listed for use NAME. •Inverters are equipped with rapid shut down •690 11 DC Arcfault circuit protection.Enphase micro inverters are exempt because there are no DC strings. h to z a' SHEET NUMBER N W 'U U-BUILDER PROJECT REPORT VERSION.19.5 AUG 14,2017,07-42 PM PROJECT TITLE: NONE PROJECT ID. 89A6D4FA Designed by Name- None tacob.allred@vivintsolar.com Address: None SUNFRAME MicroRail 2.0 City,State: Peconic,NY,11958 11-290 Watt Panels Module- Q-Cells Q.PEAK BLK G4.1 290(32 mm) 1 ft2 290 Watts 3.2 kWs BILL OF MATERIALS PARTS AND ACCESSORIES Legend:P Base System 0 Part Accessory Part Suggested Unit Price Total List Number Part Type Description Quantity Quantity (USD) Price(USD) 240904D Roof Attachment SFM TRIM ROOF ATT ASSY HEX 7 7 14.20 99.40 008015S N-S Wire Clip WIRE BND CLIP 5 5 2.77 13.85 004016D Flashing SFM FLAT FLASHING 26 26 13.91 361.66 030027C Lag Bolt HDW LAG BOLT,5/16 X 4 26 26` 0.79 20.54 2401328 Trim SFM TRIMRAIL 66 32MM DRK 2 2 78.92 157.84 240232B Trim SFM TRIMRAIL 132 32MM DRK 1 1 155.36 155.36 240903D _ Trim Splice SFM TRIM SPLICE DRK 2 T 2 8.66 !17.32 230332B Microrail(3) SFM MICRO RAIL 3 32MM 19 19 21.43 407.17 2301328 MicroRail Splice SFM SPLICE 9 32MM 7 7 22.78 159.46 008009P Grounding Lug ILSCO LAY IN LUG(GBL4DBT) 1 1 8.40 8.40 I BASE SYSTEM ACCESSORIES TOTAL PRICE_ $583.95 $817.05 $1401.00 $0.183 PER WATT _ $0 256 PER WATT $0.439 PER WATT _ This design is to be evaluated to the product appropriate Unirac Code Compliant Installation Manual which references International Building Code 2003,2006,2009,2012 and ASCE 7-02,ASCE 7-05,ASCE 7-10 and California Building Code 2010.The installation of products related to this design is subject to requirements in the above mentioned installation manual. DETAILED PARTS DESCRIPTIONS ,\ 240904D SFM TRIM ROOF ATT ASSY HEX Roof Attachment TBD 7 _ -~ `---------008015S WIRE BND CLIP ------------------------ -J-__-_—_'-------N-S Wire Clip TBD 5 004016D SFM FLAT FLASHING Flashing Includes flashing,attached gasket,washer,and square aluminum washer only.(12"x 26 8").Lag bolt and rail attachment component sold separately.NOTE.about other flashing options 030027C HDW LAG BOLT,5/16 X 4 Lag Bolt Zinc plated steel,3-1/2"length,2-1/2"threaded length,5/16"shoulder diameter. 26 Confirm that bolt strength and penetrating length can withstand the maximum loads of for your application. —---- ------------------------- ----- -------------- ----------------------- - 240132B SFM TRIMRAIL 66 32MM DRK Trim TBD 2 2402328 SFM TRIMRAIL 132 32MM DRK Trim TBD 1 240903D SFM TRIM SPLICE DRK Trim Splice -� TBD 2 2303328 SFM MICRO RAIL 3 32MM '-- Microrail(3) TBD 19 230132B SFM SPLICE 9 32MM MicroRail Splice TBD 7 008009P ILSCO LAY IN LUG(GBL4DBT) Grounding Lug For electrical bonding of PV modules and rails.Accepts 4-14 AWG copper wires.Tin 1 �' plated copper body,1/4"stainless steel fasteners.NOTE,about other lug options Mono Multi solutions THE ALL MAX'5p,.s MODULE PRODUCTS POWER RANGE ELECTRICAL DATA(SIC) 11M-11005A OBIII) 275-295W Polk Pormr Wplh Pwr(Wp)' rl 270 275 2SO 285 290 295 TSM-DOOSA05(IU 270-29OW 46W,Outpur 161.nin "Pui.(Wj - 0T�E \( Moorn—PO Volo,gOVoPIV) 312 31 317 318 322 325 ALAAA pLUJ ,4�1?rL!Iurti POWel Cu3ien3-I:vi(A)r"k 86d,,."d 76` ' 94� d-B97':"96 _ '408 DIMENSIONS OF PV MODULE Open CVCull Volroge-Voc IV) 384 -367 3R0 393 -395 397 unll mm(IAChe3 ySnorl CRcun Cotrerit IA kr9Iia _ MODULE _ I"_v" 1"'0 '926;'_" 935 .,.�9�5 '950._y .955 G��®®��1� MIdole ElBaOncy q.l%) - 165 169 17,1 ° 174 177 , IBD V N.I,-y? 'I °-• 9 SIC Uoaranm 1000 wAn:CCUSenperOWrc 25'G Ah MaR AM13 1 (f MJ k4sXa•!S .. _ ... CY ELECTRICAL DATA(NOCi} �® �,_„ • U� • _ I M..M,m P.—P_IWP) p 201 205 209 212 ry 216 220 t i•rilmimtrrti•PowofVWlo �:'IV) '28,9+- 292'1 t a9a A 7oa 71a 8296"t V 29.,9"r 302''7 MONOCRY5TALlJfieM_04ULE:',-3 Maahnum Power Culmnl-Iw1 717 723 728 �.� x I 'OPYn Qr•cit VUto'06• I.V.).-i' .e 3.':)`1-. 360,--3637 h•'7663d] -� - Y-- •4.3 Shan 0-0 Curren)(v(A) 741 748_ f 755 763.. 767_ 771 27 L"'-"'�4� { Nocl lrrnamrrnnraLu w/m'-Amtl,entiempewlua lu•C,VanE 3penll Mf ° POWER.OUTPUT.RANGE L ___ {!f` MECHANICAL DATA Maximize limited space with top-end efficiency "- JC 10 180 V,'jrrr'powc Cen:l,y i'� Solar Cel9 $Monocrysfellme 15S.156 mm 16mthos) -' - Lay.Inerm0l coif lately for greoler energy pfo'3uchon DI hlgn `- {''-r �_ r $,'.., .", =" ^.•" `- - - yjpp1{� - o0arafln0 fomecralure: �•eTM <CeIIO({enldfonr_s 60 ce113(du 10) , Moauk Dlmen3bns `+1650.992 n 35 MM(AS 0 X 39,1 X 1.391nche31 .MAXfPRUMEfFICIEPICY' . • ,IrUr",..r><.N `.'wrign!`.,... {-?eeEe�4iniDi�.""N"_. , J... .'!..v"...:��a..-._ ' ' --• - ^)' Gbfs X3,2 mm(013 mnO th.,j H,ghT—orn'sri AR Coaled tempered Gbn O Highly reliable due to stringent quality control ;Bockd 0`eL Whit IDD(15A 06(11)1 kLcfDOUSti0511U) .0■/�■ e'-0m-nataa lwf s(Uv IC HI-ono many r,orr) t _ —+ �"0. haJ$Cre!flnU gO<,r^_le4yatla L'Crta2ctlarl NgllOUNVnis Ai knmC BI—IDCDSA 06(111 0005A 05111)) d IOC7,EL tloul:le.rs toctlO" Yf .4-`-" - POSITIVE;P.OWER'TOLERANCE; s,a. " :%c"7a"i iP termed Z. Cables ,Pf,of-oltore Technology Cab16 4 0-1 IO DD6 mcrfas')% -- A+ ;1000 mm(39!..Ch.) neClpr_ a• GOmPgfigb cr A°m nCrolH<IUSA'�k� '_ ' A:D lea.2lrg sR:S+qI n,4nulatiUe!or Certified to withstand challenging environmental - jM "- �- _ '- ••--�•^ ^� iL•X}OecmlanonL,rrJrovoRD Opragoch t Fire type 'Type lerType 2 conditions I-V CURVES OF PVMOOUIF 95w we ntl�are'ifuze,raopelohon m•�h 3Av"0 Pa wlna'OOa _ � ) ourGwlnL F,ccrnicol to,(,>:«ss.tan _ Icctll pza9enco PlUurta lrw,3bbe lAr.tS " SiL'O Pc stow OO lo ♦i._.. _._ - ,. TEMPEgANRE RATINGS MAXIMUM RATINGSr;ON9,fP Pras left LXCr;j>Fpna::,�rvrcf? 3i rt1n11,0'15 CRZS Ol Qi Lnt(h 'c+-. �-""'^^ ^` -- N.—I OPerahng Cell O to ngch'c„Slgmr'.'.in T:UGOi=�arkAt'On0• --- TemperUlure(NOCU 4,,C.2-C) C Paro!i0ngl iem(',BrUtuie -4U--d5° ,,itFOb•'rvnl.au,Inf'JrphNc, r6Ec ie --- '1¢mo&o3uie Conl9Ciynl alPw.".'• 0,3 °C.'+, rM6on,nSy;le'n VClfeU;* UL :Prodticl: ✓El'.Hx,Dxr;ng.a:.i IP�. }{ _ _-. - __. - S->._ :...- .. '0'2'9%/'C Jr`a,:I'r'«ng,'Pgl.koble Gorinn,r`Wrr c..,_:�„« ,X---fit- Ternperolure Coef Cclenl of Vv 029%/°C fN.ar Sento.n»e Rotrn ISA "Cpmmifteq D mJtUGly Utn)+F:,d cotlnL'orpPOr.wRh •,G.•s � - L - 1 _ :lernpeFalure coe(P'clenibl l''t��„"005$%•C k - S'aIICn.,dCYeIOPe/Sa JRnibula1 end.• otlra'POfine•.n:'he Unc3bont:of OJ� chart:rl sUCC.^^:Smgll�•ng ymori EnprLly L ° m + s ., ' i'y971`l;r. WARRANTY Tr(na SOIur limped - ' Comprehensive products and system certificates P•V CURVES OFPVMODULE(295W)1 l0year PI0duol W0lR 0—p Wongnty w.vv(lnnrliab,COm, • y .. ... _ yeoi-LineaiPcwe•r Wairorilyl ',.� -'a x0j-^- `----- •"^'"® - IP,emererm'owxe9l aorwnp rot Pemvsl� - TTG ISI ICC 61 J3Cf UL 1103(ICC 6170171{C 6?716 90 UYEWW(gIIICNAtiCCWAA9W"SI'I I$(J 900) QJOIIIy MCnC3ggRf c'rII$yslern "-- �•.-^� .Ywmr.+=+ .>r•.�,w.,rM,. •ISO,40CI Envirormonlal Monogemen;System ���,• -�—� 1$0'405=Greenhouse Go,':s Em sslorls Venfical on ' _ 4 _ PACKAGING CONFIGURATION ( Io' _.��• OHSAS 180171 Oc4,upot, 1 heOlbt dna Safe yMe Onogemnl Syslem 1tl( �..+' .,.m, rtadules G6r GOX 30 F'CCC; -- �' �� _ �^�u�J' �Ma"r1uWf per 40'COn1UNer 640PIUCaS• I r_ • .._..,_ Q� DOW �% ` �Cg p- PV CYCLE "Tits�� GCIIDN READSAFE1TANp INSiAtLAIIDNINSfRUCilarif 6EEOREUSrNC inEPItpUJCi olar, 'i'rtnasolar p2016i,I,w3el 4mrluoAOf, nftvvvn3� pv,maw,wetlfnln3tlelm'IuvousLluiuclwr,Bc nwlnaecc Smart Enel9y Together Smart Energy TCga:hs Enphase 5230 Microinverter//DATA Enphase Microlnverters- INPUT DATA(DC) 5230.60-LL-2-us,5230.60-LL-6-U5 ^/ Commonly used module pamngs' 195W-285W Enphase 3 0 Maximum input DC voltage 49V Peak power tracking voltage 27V-37V Operating range 16 V-48 V Minimay start voltage 22 V/48 V Max DC short circuit current 15A INPUT DATA(D(1) 20a VAC 240 VAC Peakcutput power 230VA 230 VA- t ) Maximum continuous output power 220 VA 220 VA cf Nominal wltagl/ftngel 208 V/183-229 V 240 V/211-264 V Nominal output current 1106A 0,92 A I Nominal frequency/range 60/57-61 Hz 6D/57-61 Hz I - ! Extended frequencyrange 57-63 Hz 57-63 Hz i Power factor at rated power 10 1,0 Maximum unite per 20 A branch circuli 25(three phase) 17(single phase) Maximum output fault current 663 mA rm.,100 ms 663 mA rms,100 ms M Power factor(adjustable) 1/0.7leading„07[egging 1/07leading.-07lagg1ng } 11• EFFI CIENCY 208 VAC 240 VAC CDC weighted efficiency 96.5°l 970% Peak inverter efficiency 967% 97.2% MECHANICAL DATA Ambient temperature range -40-C to s65-C Connectortype 5230.60-LN-2-US MCA Built on the fifth-generation platform,the Enphase 5230 Mlcroinverter-achieves the highest Inverter efficiency 5230-60-LN-5-US Amphencl H4 for module-level power electronics With Its all-AC approach,the 5230 simplifies design and Installation for Dlme6siens(WxHYD) 172 minx 175 minx 35 mm(without bracket) 230 VA installations,and delivers optimal energy harvest,The 5230 Is compatible with storage systems, Weight 1,8 kg(4 lbs) Including battery management systems Coding Natural convection-No fans Enclosure environmental rating Outdoor-NEMA 6 The Enphase 5230 integrates seamlessly with the Enphase Envoy-S-communications gateway,and Enphase FEATURES Compatibility 60-cell PV modules Enlighten'monitoring and analyses software communication Power line Integrated ground The DC circuit meets the requirements for ungrounded PV arrays in NEC 690 35 Equipment ground is provided in the Engage Cable,No additional PRODUCTIVE SIMPLE AND RELIABLE ADVANCED GRID READY GEC orgroundis required,Ground fault protection(GFP)Is Integrated into the micromveller, -Maximizes energy production -No GEC needed for mlcroinverler -Complies with fixed power factor, Monitoring Enlighten Manager and MyEnhghten monitoring options -Minimizes impact of shading, -No DC design or string calculation voltage and frequency ride-through compliance UL1741/IEEE1547,FCC Part lS Gass 8, dust,and debris required requirements CAN/CSA-C22,2N0.0-M91,0.4-04.and 1071-01 -More than 1 million hours 0f testing •Remote updating to respond l0 1 sugaesl:on Dray�nvener rsal limvirs oc,nP�ls tNo hmiIohagerange ca-De-taced boycnd nommrud requited by the Why Industry-leading warranty, changing god requirements up to 25 years Configurable for variable grid profiles like Hawaiian Electric Company (HECO)Rule 14H,California Rule 21 ':�" EN PHAS E. S�. To learn more about Enphase Mlcrolnvertertechnology, a� visitenphase.com ENPHASE, 072016 Lnphaae 6rergy,411 ngh's reserved,NI IlaticmadL^or DtaMrs m Ines documerti am leg stereo M Ihee respective owner January 2016 SUNFRAMEMICRORAIL me UNIRAC SUNFRAMEMICRORAIL ::