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HomeMy WebLinkAbout37889-Z o�SVE t�coGy4 Town of Southold Annex 5/21/2013 P.O.Box 1179 x 54375 Main Road Southold,New York 11971 4% ,�Dnrz6��ir r CERTIFICATE OF OCCUPANCY No: 36243 Date: 5/17/2013 THIS CERTIFIES that the building SOLAR PANEL Location of Property: 640 Alois Lane, Mattituck, SCTM#: 473889 Sec/Block/Lot: 123.-6-8.3 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this officed dated 3/18/2013 pursuant to which Building Permit No. 37889 dated 3/27/2013 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 electric Solar Panel system as applied for. The certificate is issued to Michael 7 Susan Angelaras (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 37889 5/13/13 PLUMBERS CERTIFICATION DATED Autho Si ature FD(.t., TOWN OF SOUTHOLD �o aiy 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 #: 37889 Date: 3/27/2013 Permission is hereby granted to: Angelaras, Michael &Angelaras, Susan 2928 165th St Flushing, NY 11358 To: install a roof mounted electric Solar Panel system as applied for At premises located at: 640 Alois Ln, Mattituck SCTM # 473889 Sec/Block/Lot# 123.-6-8.3 Pursuant to application dated 3/18/2013 and approved by the Building Inspector. To expire on 9/26/2014. Fees: SOLAR PANELS $50.00 CO -ALTERATION TO DWELLING $50.00 Total: $100.00 Building Inspector Form No.6 TOWN OF SOUTHOLD. BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFIC.tA.TE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: Ar 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 2110 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 property 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.o€Occupancy -Residential $15-00,Commercial $15-00 Date- J ' 2--7 ' 3 New Construction: Old or Pre-existingBuilding: " check one g: ( ) Location of Property: House No. Street Hamlet Owner or Owners of Property. �� l�li �� Ck. SUS,q/y tTAUC, �e Suffolk County Tax Map No 1000, Section / 2. 3 Block (a Lot �5 3 Subdivision Filed Map. Lot: Permit No. 3 7 9 Date of Permit. 3 - 2 7- 3 Applicant: Health Dept.'Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary, Certificate Final Certificate: (check one)- Fee Submitted: $ Jr7� &�S�y Applicant Signature Town Hall Annex 0� CO3y Telephone(631) 765-1802 54375 Main Road o Fax (631) 765-9502 P.O. Box 1179 0 • Southold, NY 11971-0959 y�jOd �,�p! rocier.richert(o)-town.southold.ny.us BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Angelaras Address: 640 Alois Ln City: Mattituck St: NY Zip: 11952 Building Permit#: 37889 Section: 123 Block: 6 Lot: 8.3 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: AStrum Solar Inc License No: 50824-me SITE DETAILS Office Use Only Residential X Indoor X Basement Service Only Commerical Outdoor x 1st Floor Pool New Renovation 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt Ceiling Fixtures HID Fixtures Service 3 ph Hot Water GFCI Recpt Wall Fixtures Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures CO Detectors Sub Panel A/C Blower Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt Emergency Fixtures Time Clocks Disconnect Switches Twist Lock Exit Fixtures TVSS Other Equipment: roof mounted 7.84KW photovoltaic system, to include, 32-245w panels with micro inverters,1-A/C disconnect,combiner box Notes: Inspector Signature: 7 <"b Date: May 13 2013 Electrical Certificate.xls so \ ��y00UMV,N`� l V (y� TOWN OF SOUTHOLD BUILDING DEPT4 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) CV-,-ELECTRICAL (FINAL) REMARKS: DATE '`� INSPECTOR r �� OF SO(/r9p� N � TOWN OF SOUTHOLD BUILDING'DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLOD. [ ] FOUNDATION 2ND [ ] INSU ON [ ] FRAMING/STRAPPING [ = INAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUG ) [ ] ELECTRICAL (FINAL) RE ARKS: U� le O� L t DATE l INSPECTOR FIELD REPORT DATE COMMENTS FOUNDATION(1ST) o� - --- . ------------------- -- �J FOUNDATION(2ND) � o 0 H ROUGH FRANMG& PLUMBING INSUL•ATION PER N.Y. � H STATE ENERGY CODE y I FINAL ADDITIONAL COMMENTS o 2 • m F S TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPART ANT 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. b� q Check Septic Form N.Y.S.D.E.C. Trustees ` ( Flood Permit Examined 3 y 20 �i�'./� I01�( � Storm-Water Assessment Form ontact:Approved 20 I Mailto: A Disapproved a/c 1M;�•�� �,._ itJ i 10GILII Phone: �yS—��%-�9op Expiration 20 T l" Ar"t /\ Building Inspector APPLICATION FOR BUILDING PERMIT Date r2 -orL ,20-0— INSTRUCTIONS a.This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale.Fee according to schedule. b.Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas,and waterways. 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. (Silfhature of applicant or name,if a corporation) ELECTRICAL $ ��.J�,�ss.��` W�� W�, tiY (Mailing address of applicant) J ocjzl j State whether applicant is owner, lessee,agent,architect,engine ,general contract'�b; l~8ai�;p),ue (°builder Name of owner of premises i �� ���� 1 °� ` ..r.. - N114 (As on the tax roll or latest n f A n = 802 8 AIN1 TO 4 Peal FOR If applicant is a corporation, signature of dul au thorized;o_ffi-,er' ? y I G'1 UOI�dIRl ►FJSPECTIONS: 9, Pial��ii��lTif7N=TWO RE r_u (Game and title of corporate officer <,,.,r�;:;�`._ �, .�``.�"'.-_;%-"f'�r;- ; ' FOR POURED. CONC IFFTE. 'Y ) 9 L� f !. 2, ROUGH-FRAMING,PLUMUN3, Builders License No. .�k 6 fl''��"r" STRAPPING, ELECTRICAL CAUL"'!` = 8, INSULATION Plumbers License No. A, FINAL=CONTIUCTI ?"` r LAC r Electricians License No. �0 0�Ll - ); w < `8 ' MUST U GC�MPI t T`=.F `0 Other Trade's License No. ALL CON,9TRUQT1%1$H-qU kf1 F.'T T1 REQUIREMENT$ Off`THE Q'5"_'_ 1. Location of land on which proposed work will be done: 7ORK STATE. NOT PESI5),, `:JY 4-10 At VVI&?6 hp nZON OR CQNSTF,UGTIQN cRF- House Number Street Hamlet County Tax Map No. 1000 Section Block 6 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 5',z le. f�- !7 Y6-s r o- b. Intended use and occupancy 3. Nature of work(check which applicable):New Building Addition Alteration_ Repair Removal Demolition Other Work rP S L 1.., (Description) 4. Estimated Cost l� �U i Fee S� �o��� (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 ,�Lq95 -992-61 z0 14.Names ofDOer of premises\M;A,� � Address i�1-.sNo.Nameofct Address � . �, J- s Pho�ge No Q Ll Name of Contractor l4s s��� ";0)& S`�� Address hone No. IK-4Sa 3 9-6 yy3 o�� �L- .e..s�5�(W\ ✓tic.. u�►;LI�I,I�Su4.� ,.✓� 1 Dot 4/ 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�EQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO �( * IF YES,D.E.C.PERMITS MAY BE REQUIRED. 16.Provide survey,to scale,with accurate foundation plan and distances to property lines. 17.If elevation at any point on property is at 10 feet or below,must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO U * IF YES,PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF_� �ry� � �' ��,,0 o\(� being duly sworn,deposes and says that(s)he is the applicant `LY `(Name of individual signing contract)above named, (S)He is the ����� ,��...��� �s�....-- ��►-- �^- �- (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�ore me this/ _day of 1"(aY�'�1 20 Notary Public ignature of Applicant . OF SO�jj� Tom Hall Annex Telephone(631)763-1802 54375 Main Road 0Q22 P.O.Box 1179 e ro er riche ouvn so o i .us Southold,NY 11971-0959 `�� . BUMDING DEPARTMENT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY. _ . �.��...�• ��S oats: � 7- l 3 Company Name: Sv��.� S�ln.;. ��.•� Name: 4,` ;.. License No.: 5-0 60$24l-f"l C P dress: g ��,N��Sr c IIJ` 1✓•a — Y�l��N1 i• ,,v /Q F 7 1 one No.: JOBSITE WFORMATION: (*Indicates required information) ame: ;rAdress: 'Al o 5 L t, - ��,•..ac- ,vY *Cross Street: ,�,� *Phone No.. R 1 7 -9V-4l-2-o - --- Permit No.: 31,7 967- Tax-Map District: 1000 Section: 1 A 3 - Block: Lot: Sc,I/``#> A)73 S'ky *BRIEF DESCRIPTION OF WORK(Please Print Clearly) U 7 {Please Circle All That Apply} Is job ready for inspection: / NO. Rough In Final *Do-you need a Temp Certificate: YES la Temp Information(If needed) *Service Size: 1 Phase 3Phase 100 150 200 300 350 400 Other *New Service: Re-connect Underground Number of Meters Change of Service Overhead Additional Information: _PAYMENT DUE WITH APPLICATION W-Request for Inspection Form �.Qi�'j �� r? �j �o��pF SOUlyolo Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 G Southold,NY 11971-0959 �4UNT1,� BUILDING DEPARTMENT TOWN OF SOUTHOLD May 14, 2013 Michael Angelaras 2928 1651h St Flushing, NY 11358 RE: 640 Alois Lane, Mattituck TO WHOM IT MAY CONCERN: ,,The Following Items(if Checked)Are Needed To Complete Your Certificate of Occupancy: An Architect or Engineer is required to Certify the fastening of the panels to the roof are in compliance with the NYS Building Code. Application for Certificate of Occupancy. (Enclosed) Electrical Underwriters Certificate. (contact your electrician) 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 BUILDING PERMIT: 37889 - Solar Panels CONSENT TO INSPECTION ISOVIcc 5 � the undersigned,do(es)hereby state: Ov6er(s)Name(s) That the undersigned(is) (are)the owner(s)of the premises in the Town of Southold, located at 6,qO A•l o)S — 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: VU 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. 'A A Dated: (Si ature) JU S avi �h q Ala S < ( t Name) ign tore) �h elal�rs (Print N e) SUFFOLK CO. HEALTH DEPT- APPROVAL H. S. NO_,_12.50-1� �� �5 Yam - GWww-•c1 ��..,.�le.� -iv lrt-�� O,`-- IDi:I' wl E''t'C +iT nr FIT AL. H ES;I�t. ac:f~ r2.E �► ?Ft-���: '84 APR t'6 PIS I q I � k STATEMENT OF INTENT ! THE WATER SUPPLY AND SEWAGE DISPOSAL SYSTEMS FOR THIS RESIDENCE WILL CONFORM TO THE STANDARDS OF THE WAY !�' NL-01S LANE" fD SUFFOLK CO DEPT. OF HEALTH SERVICES. pool:- f 36q.29 S.BS958+T01E, - 233.E APPLICANT �✓ �-� r _—^ �`" --r_-- — `� `, SUFFOLK COUNTY DEPT. OF HEALTH SERVICES — FOR APPROVAL OF tps,C / ��- s' ` CONSTRUCTION ONLY DATE: -- - - r? A IZ 5D' / CB H. S. REF. - x" APPROVED: - 1 LU 4 61 AI_V_T�P r Tva smrzY Fp-.Fi0, �+ Oi I - t1 SUFFOLK CO. TAX MAP DESIGNATION: �� ae�+c DIST. SECT. .BLOCK PCL. - Ur j000 123 6 P/0-4 fi) 11 PCOi -- OWNERS ADDRESS: `.1 aok lQ f 14 DEED: L. 20919 P.28 (12m=) F_t EST`HOL AMP A B'E�'2,Nl A t�i 9FRwTw3llX11 r4.IMAf lUN o:Aoomar (VACAN-r) Eo TAIS SEuv Y 15 A YIQLATIGN OM MP 501L wCTIOt1 T�3 OP THE NEW YOLK SrAll Vvc,%Tlo�i LAW. -`<Ir </"+�1J r"" "t y�Y TONS OF THIS SURVk1 MAP Viol C1.1 WI�r? P �... y''Jf�� (��R, 1 l fE,LtitiA 3UAL SlI,LI,NDT r J.q 'SCA L E 5V_ h`.t7..�5 35.�C SHAD.?17Y tSc L't...a•I�g:'7 [ r J�. . .___ r _ �� zo u A VA-'M-V40E COPY, .�,.�j`�Y��..•�+.j �j �•t:l� -!'1K.1:..A,-4-1,8 s.F �Ij.,Ua'�3A.�'di<_"�oNDICTTTO N_WIN SHALL Mill 'DjiiY To Ira A:.,`.ON roll YfiiUM ISLE Ss4avkA 15 ON W5 TO ME L e"' 1 - •,, 1• r• J: } - , PrOISPA:3Y GOVE,94MEPItAL AGENCY AM f+} F DAiG INSTITUTION LISTLD MEPFON.ANb`.��`�.F �` U •:?�r�1 I�C_�. P iH!ASSIGHEES OF THE LENDING INSTh , -.. -_ -- _ _ _. _ ._____.�--_._ _.. _ _.__ ___..—._ _ _ _ -.�,._..-._-___.-,__�_-_ rjA►I�a M10111 GUA:ANTEE.S ARE NOT TUTASFECLADLE Iti•t- Kq JMATPIIAL 1TiJTMI7117115 nB StIIL5FGL1ET7+ IQ� Y REAM L1 'AR?JYliix -M- &P-.�tM'_ EWDEQ-,J1 N Z7, 19 . 9xt:xes. �f� � 1 i L I..���, •.•-,. .. SEAL � - - a APR 20 IN > D. ��. la S o 49 su>✓�r �,I ��l.L1 �`�'Y #' no oexaze disposal and water supply uUARANTEE0-TVTk—Z F125TAMERICNA-TIT_ X facilities for this 10oatian have) been f�15UR2 ,NCE M,-A5 5L)f2VF-`Y' F �' �•�+f�r� irispeated by this department and found - - ROD ICK VAN TUYL, P.G. to be eatisfacto r P. LICENSED LAND SURVEYORS I�1 Ghi,of •at Qenerel Lnginuering GREENPORT NEW YORK Services Y 28 Industrial Drive Middletown, New York 10941 PHONE 845.467.5547 FAX 315.875.2666 A ST R U M S O LA R° www.astrumsolar.com LETTER OF AUTHORIZATION FOR ZONING AND PERMIT APPLICATION To Whom It May Concern: I, At; (o'ta:s ,as owner of the property located at 6 a A a'5 LL • .Town or City of In the State of NY 1 / gsc2 Hereby designate Astrum Solar, Inc.as my contractor and registered agent for the purposes of the applying for Permits and Zoning Board representation regarding my solar photovoltaic generating unit. Signature: Customer: mkck6Lct 1SR�Lc��c,3 Date: SEE A SUNNY DAY IN A WHOLE NEW WAYO , ,05 General Waxx|n0tmAvone. svitr6s0 Norristown, pxz9vo3 PHONE 1.800.903.6130 rxxzz5.a9z.]358 ASTRUK4SOLAW www.ast,umsn|a,.cuo` March 1,2O13 Ange|ams, Michael. Residence Electrical Review 640A|ois Ln. K4uttituck, NY. 119E2 (Suffolk County) New York Office: Michael B. (32) HanwhaJ4S Poly Panels with (3Z) K82lSInverters PV meter type: Hialeah EoIu location: In the Oa/age by the PV panel. Internet Connection: Bridge Circuit Calculations: 32 M216 inverters .9/Inverter~28.8 Amps x 1.25= 36 FLA. PV combiner with (3) 15 Amp, 2 pole circuit breaker, (l) 16Amp, 1 pole circuit breaker(for EMU) |nterconnecdon calculation: N/A, Line-Side-Tap Interconnection will he a line-side-tap in the gutter space of the existing main panel. From the iST install wiring toa 100Amp main circuit breaker enclosure with a 40 Amp circuit breaker mounted adjacent to the main service panel. (The enclosure must be listed for service entrance use and wiring for the tap must beat least 6O Amp rated) Wiring from this circuit breaker enclosure will install toa60 Amp non- fused disconnect located next tothe utility meter. From the disconnect wire into the garage th/u the PV meter and into the PV pane! (will need to mount a backer board). From the PV panel run conduit up into the attic. Run conduit across the attic to the so|adeck located under the array. From the so|udeck run conduitacnnssthprackinQunderthepane|stuthejuncdonbox|ocatedunderthearmyonthe |ower roof.There will be three circuits ofinverters.Standard wire size and type for the array wiring is#1C\ THHN'THVVN'2 Install all outlet for tile EMU at the location where the EMU will be mounted. If this location isina garage or basement install u GFC|outlet. Wiring for this outlet will be from the PV combiner panel and can beUF type cable. 01 O o � � o ^,^nis design is based onme/omvmoom`available mtmeumem review and/,m»e used osoguideline forthe intended Installation.The electrician v,site must oe capable a making the decisions necessary m complete the project o,efficiently and safely"`possible.Conduit runs and equipment placement MUST»e discussed with the homeowner vr/v,m/mm0000".xoajv,cmnge,mtme/^t^nv000nvnmm,o o,service equipment must oe approved prior m Installation.Call Jeremiah Gelb @*m-4^3-5zom with questions orconcerns. Circuit 1 (11)215 Inverters = Circuit 2(12)215 Inverters ❑Circuit 3(9)215 Inverters ❑Junction Box L Soladeck 0 215 End Caps Interior Pipe Run Exterior Pipe Run — Meter Angelaras Residence 7.84 kW Photovoltaic Solar Array 640 Alois Lane Mattituck, NY 11952 LIPA Account Number:961-05-4302-2 m 0 o � N Roof F � -'��' a o 0 a 1' 10" co c ra o T c � � V 000. s _ l ,a f 15'6" 20'6" N (bid a -- Meter ) - Roof B OF NEW Y�9 A. HU,qhQ fis ti PV A/C Disconnect to be Located rq W v N Within 10'of the Existing Utility Meter z c r ai 72 cu �2 n v Site Diagram Displaying 32 Hanwha 245 Poly Black Solar Modules �t� 6 r z System AC Disconnect Will Be Located Next to Existing Utility Meter ys' 09�� ry E � ° Q Q � � PD-1 Description of Work Typical Section 7.84 kW Photovoltaic Solar Array This solar Installation Is comprised of 32 Hanwha 245 Poly Black solar panels. The panels are mounted using the IronRldge XRL Solar Mounting Rail to the building's 2"xB"&2"x6"rafters,spaced at 16"oc., Each solar panel is �, f attached to an Enphase M215-60-2LL-S22 micro-inverter also mounted to the IronRldge rail directly beneath the panel. c N The solar panels produce DC power when struck by sunlight. The DC power is converted to 240 V AC power at the vi micro-inverter. Micro-Inverters are connected in strings with a maximum number of 17 micro-Inverters in each string.The wiring then runs to AC disconnects located outside the house near the utility meter and then Into a V,o��a p Z u waterproof junction box for a supply-side connection. ��OH I y� @ ro The power from the solar panel feeds from the junction box Into the circuit breaker panel through the service Iv>`° �: �R<`"` N ` p 2 �v 4 v cable and is then sent to any demands from other home loads on that circuit breaker panel. If the solar panels G oOe .� 2 m produce more power than is used by the building,the excess power flows back into the utility grid through a net -0 meter to be available for other power users. Q N Qj IQj Horizontal Layout All metal parts including solar panel frames,micro-inverters,and mounting rails are grounded using the manufacturer's recommended grounding method and WEEB technology along with q8 AWG grounding wire. The building was constructed in 1985. The system will produce approximately 8640 kWh of power per year. RACKING P'J PANEL _j O Panel Layout f ,,.� I, Panel Dimensions 65.04 in x 39.37 In System Weight 2220 Ibs i ROOF FLASHING`` `,LAG SCREW/• `," Panel Weight 46.3 Ibs System Distributed toad 3.9 psf SEE NOTE> SUPPORT FIE?iBER•SEE NOTE 2 System Square footage 569 sq ft Roof Support 2"0'&2"x6"rafters Racking Weight 597 Ibs Point Load Spacing 4 ft Note 1:Use 5/16"x 4"Hex Head Stainless Steel Lag Screws Micro-inverter Weight 140.8 Members are Hem,Fir(North)allowing 23S Ibs Note 2:Roof Support Members ore the 2"x8"&2"x6"rafters per inch thread depth Variables-See Glossary of Terms for Load Calculations on Sheet SD-4 Load Combinations h 18 ft a 3 ft Pnet Downforce 23.7 psf D 1 ID 2 D 3 Uplift H 23 ft Wind Downforce 23.7 psf Pnet Uplift psf Dead Load D 3.9 3,9 3.9 2.3 psf Ln Roof Pitch 32 degrees Wind Uplift -30.3 psf Snow Load S 20.0 0.0 15.0 0.0 psf V 120 mph Kzt 1 �� HUB �� DWL** Pnet 0.0 23.7 17.8 -30,3 sf (A a) Snow Load 20 psf Exposure Category B �4(1 !G NG d, Total Load P*** 23.9 27.6 36.7 28.0 psf J z Roo Zone 3 �l 1 *** o f �q W Distrib TL w 64.8 74.8 99.4 75,8 if �° u E 0 1 1 Z wMax 99 pif 0 Q 41 Max Span 5 ft W p asl Actual Span 4 ft ¢ L O�QQ �q" Rd 398lbs **OWL;Design!Wind Load �s ®9 �® Ru 303 Ibs ***Absolute values are Indicated for the calculated quantities of P-Uplift and ®FEgS Required Thread Depth 1.29 in P D—2 w Actual Thread Depth 2.25 in ESIlCipment Schedule TAG Description Part Number Quantity Notes %QW1 PV String N/A 2 One of 2 strings is shown;Additional strings follow same wiring to PV Load Center 2 Solar PV Module HSL60P6-PA-4-245TB 32 Total of 32 modules to system which are split Into 2 strings.Max of 17 per string. 3 DC/AC Inverter M215-60-2LL-S22 32 Micro-Inverters are mounted under solar panels 4 Junction Box Carton 6 x 6 x4 PVC 1 Junction box groups multiple strings.One Is typical per continuous roof surface. rh r-I 5 PV Load Center 40 Amp Subpanel 1 MLO-Solar PV load center,(1)2-pole circuit breaker per circuit `y C:) � N 6 PV Production Meter Revenue Grade Meter 1 Included when applicableCU p in 7 Disconnect Cuttler Hammer,C-H DG222NRB 1 Visible Break Disconnect;Minimum of 60 Amps and sized accordingto system output ` t 8 Existing CB Panel N/A N/A System will Interconnected using a Line Side Tap connection in the Waterproof J-Box and not by backfeeding the existing circuit breaker panel. ` 3 Electrical Diagram for Angelaras Ln y o E Existing O 2 3 4 5 6 7 Home Q c00.i h Circuit • • • Breaker PV Load Panel __. Utility Net Meter 1 = - - Center o J-BOX AC Waterproof 1- 4. { Disco Box T- .Al 1 2 3 4 =? 5 6 GROUNDING ELECTRODE Conduit and Conductor Schedule Tag Description or Conductor Type Conductor Number of Conduit Type Conduit Size Notes Gauge Conductors 1 PV Wire 12 2(single) N/A N/A Solar Panel to inverter(Typ) Enphase Branch Cable 12 3 N/A N/A Solar Array Inverters to J-Box un 2 Cn Bare Copper Eq.Ground Conductor 6 1 N/A N/A Array rack bonding CU THWN-2 Insulated Copper 10 6 1-8ox to Solar PV Load Center in au 3 THWN-2 Insulated Copper Grounding g 1 PVC Min 3/4" J z 4 AWG Aluminum 4 4 Solar PV Load Center Disconnect to kWh Meter rV'o 'A u 4 PVC Min 3/4" �- Copper Grounding Electrode 6 1 �ru —�� „ Junction box to home CB panel and to meter for line- d0 CD ro 5 4 AWG Aluminum 4 4 PVC Min 3/4 ¢c 2. side tap. 6 SEU Utility Service Cable 4/0 3 N/A N/A Existing service cable to net meter P D-3 PV Module Ratings @ STC Inverter Ratings Sign for AC Disconnect Module Make JHanwha Solar Inverter Make Enphase Energy AC Output Current 36 A Module Model HSL60P6-PA-4-245TB Inverter Model M21S-60-2LL-S22 Nominal AC Voltage 240 V Max Power-Point Current(Imp) 8.25 Max DC Voltage Rating 45 V THIS PANEL FED BY TWO SOURCES(UTILITY AND Max Power-Point Voltage(Vmp) 29.7 Max Power @ 40 Degrees C 215 W Open-Circuit Voltage(Voc) 37.2 Nominal AC Voltage 240 V SOLAR) � Short-Circuit Current(Isc) 8.8 Max AC Current 0.9 A oN Max Series Fuse(OCPD) 15 Max OCPD Rating 20 A c Maximum Power(Pmax) 245 u `"i o Max Voltage(TYP 600V/DC) 600 p` z u Voc Temp Coeff -0.35 `m co c voi O E v Notes for Array Circuit Wiring Notes for Inverter Circuits 6.' E 13 � 41 a� � oO a� � 1.Lowest expected ambient temperature based on ASHRAE minimum mean 1.If utility requires a visible-break switch,does this switch extreme dry bulb temperature for ASHRAE location most similar to installation meet the requirement?YES location.Lowest expected ambient temp is-14 degrees Celcius. 2.If generation meter required,does this meter socket meet the requirement?YES 2.Highest expected ambient temperature based on ASHRAE minimum mean o` extreme dry bulb temperature for ASHRAE location most similar to installation 3.MC4 connectors are for AC load disconnects per micro- location.Highest expected ambient temp Is 32 degrees Celclus. Inverter manufacturer. �Y 4.Size of inverter output circuit(AC)conductors according TE rc 3.Microinverters and solar panels are bonded to rails with WEEB grounding to inverter 20 A OCPD ampere rating. devices 5,System has a total of 2 strings of Enphase M215-60-2LL- 4.Rails are bonded with#6 Bare Solid Capper Wire,Ground conductor is S22 micro-inverters.Interconnection Is between utility continuous from rooftop to ground at main panel,All splices of the ground are meter and the building's main CB panel. made with compression connectors. Glossary of Terms for Load Calculations h Building Height /'f A Adjustment Factor for height H Building Least Horizontal cu vliuA c� Ln p" b c Roof Pitch Roof Pitch ��C/ _� �� ! Importance Factor of 1 for a single family residence � H V Basic Wind Speed Q Z y cu } Snow Load Snow Load U) W (9 B Module length perpendicular to beams W M Z Roof Zone Roof Zone A W Rd Point Load-Maximum Downforce M n E Effective Roof Area Ru Point Load-Uplift 0 a Roof Zone Setback Length O�p�� Exposure B-Suburban singlefamily dwelling toap m d Pnet Downforce Net Design Downforce Pressure �s Sy Category Q �p Pnet Uplift Net Design Uplift Pressure 6p PRof Kzt Topographic Factor + rj ; P D-4 8955 Henkels Lane, Suite 508 Annapolis Junction, MD 20701 PHONE 1.800.903.6130 FAX 443.267.0036 AST R U M SO LAR' www.astrumsolar.com March 13th,2013 Town of Southold Building Department Town Hall Annex Building 54375 Route 25 P.O. Box 1179 Southold, NY 11971 Subject: Structural Certification for Installation of Solar Panels Angelaras Residence 640 Alois Lane Mattituck, NY 11952 To whom it may concern: A design check for the subject residence was done on the existing roofing and framing systems for the installation of solar panels over the roof. From a field inspection of the building,the existing roof support structures were observed as follows: Roof A The roof structure consists of asphalt shingle on plywood sheathing that is supported by nominal 2"x8" rafters at 16" oc, paired with 2"x10" ceiling joists. The rafters have a maximum span of 12'-8"and a slope of 13 degrees. The rafters are connected to a continuous 2"x8" header board at the pitch,and load bearing walls on either side. There are 2"x6" collar ties at 16" oc for structural stability. Roof B The roof support structure consists of asphalt shingle on plywood sheathing that is supported by nominal 2"x6" rafters that are spaced at 16"oc, paired with 2"x10"floor joists. The rafters have a horizontal span of approximately 12'-8"and a slope of 32 degrees. The rafters are connected to a continuous 2"x8" header board at the pitch,and load bearing walls on either side. There are 2"x6" collar ties at 16" oc, along with 2"x4" partition walls on either side of the roof to form room-in-attic truss system. The solar array will add approximately 4 psf of dead load to the roof. The existing roof framing systems are judged to be adequate to support the loads that are imposed by the installation of solar panels. No reinforcement is necessary. The finished solar installation will be flush mount and will be approximately 6" above the original roof surface. There is a minimum of 18" around all edges of the roof. The spacing of the solar attachments shall be kept at 48"oc with a staggered pattern to ensure proper distribution of loads. The solar mounting will be composed of Unirac Solarmount rails that are attached to Ecofasten L-foots at 48" oc. The L-foots are fastened by a 5/16" diameter lag with for a minimum of 2%"thread SEE A SUNNY DAY IN A WHOLE NEW WAY° 8955 Henkels Lane, Suite 508 Annapolis Junction, MD 20701 PHONE 1.800.903.6130 FAX 443.267.0036 AST R U M S O LA R' www.astrumsolar.com embedment, all sealed by a layer of flashing that's tugged under the asphalt shingles on the upper side. The specifications are included with the structural letter and all the connection components are able to withstand the local regulations for wind and snow loads. I further certify that all applicable loads required by New York Residential Code were applied to the Unirac SolarMount rail system and analyzed. The applicable loads are indicated in the load combination table and the summation of maximum loads indicated on permit plan sheet PD-2,which is part of this submittal package. Furthermore, our installation crews have been thoroughly trained to install the solar panels based on the specific roof installation instructions developed by Unirac for the racking system, and by EcoFasten for the roof connections. Finally, I accept the certifications indicated by the solar panel manufacturer for the ability of the panels to withstand high wind and snow loads. OFNEWL, Sincerely, * tr acne A. 4angal, P. r i w Structural Engineer ? AstrumSolar 09060y AROFESS10�P SEE A SUNNY DAY IN A WHOLE NEW WAY° 2o Industrial Drive Middletown, New York 1o941 pnnms845.4O7.5547 rAxszs.ozs.zao6 _ ASTRUMSOLAR' vww'astumsolacnwm May 14,2013 Town mf Southold Building Department Town Hall Annex Building S437S Route 3S P.O. Box 1179 Southold, NY1197l Re:CofO Document for Permit#37889 Please find enclosed our Engineer's Certification Letter for issuance of the Certificate of Occupancy for Michael and Susan An8e|orasatG4D Alois Lane inWYattituck,NY119S2 if you have any questions regarding our submittal,please dm not hesitate bm contact me. Sincerely, &0ichee|8rom" Project Lead mn|chae|.brooks@ostrumso|ar.conm 845-239-6903 � ^ 2n Industrial Drive Middletown, New York 10941 pnoms845.4O7.ss47 Fxx3zS.875.zOO6 vmvnmo�rumsma�com A�T�UK4������K�' ' March15,3O13 Town mfSouthold Building Department Town Hall Southold, NYl1781 Re: Building Permit Application Please find enclosed our Building Permit Application for Michael Angelaras of 640 Alois Lane in K8attituck' NY1l9S2 included is the submittal package foryour review,including the required insurance certificates. If you have any questions regarding our application, please do not hesitate to contact me. Sincerely, Michael Brooks Project Lead noichaeibnmoks@astrumso|ar'conn ` 845-239-6903 F D C E W E BLDG.DEPT. SEE A SUNNY DAY IN AWHOLE NEW%KAV@ 8955 Henkels Lane, Suite 508 Annapolis Junction, MD 20701 fro PHONE 1.800.903.6130 FAX 443.267.0036 AST R U M S O LA IC" www.astrumsolar.com Project: Angelaras Residence Client: Astrum Solar Location: 640 Alois Lane,Mattituck,NY 11952 Date: 3/13/2013 Engineer: Elaine A Huang,PE Load and Load Combination: Dead Load: Plywood Roof Deck=5 psf(ASCE-7 Table C3-1) Asphalt Shingles=2 psf(ASCE-7 Table C3-1) Insulation=1 psf Solar Panels=4 psf(Given by product catelog) Total Dead Load=5+2+1+4=12 psf Live Load: Tributary area of each rafter<200 ft2 Slope of roof=13'and 32' From IRC Table R301.6,the minimum roof live load is 16 psf. Snow Load: Ground Snow Load, Pg: Town of Mattituck, NY=20 psf(NY Residential Code, 2010) Elevation: 18 ft Flat Roof snow load= Pf=0.7 Ce Ct I pg=0.7 x 0.9 x 1 x 1 x 20 psf= 13 psf (ASCE-7, Eq. 7-1) Ce=exposure factor=0.9, (ASCE-7,Table 7-2),Terrain B,.fully exposed Ct=thermal factor=1.0(ASCE-7,Table 7-3), heated structure I =importance factor=1.0(ASCE-7,Table 7-4),occupancy category II Sloped roof snow load P.,=C,Pf=1.0 x Pf=13 psf(ASCE-7, Equation 7-2) C,=slope factor=1.0(ASCE-7 Fig. 7-2a),Cold roofs with Ct= 1.0 Wind Speed. Basic Wind Speed: Town of Mattituck, NY=125 mph (NY Residential Code, 2010) Wind Pressure: From IRC Table R301.2 (2),Wind Load for Components and Cladding(Solar panels) Roof pitch= 13'and 32' Roof zone=3 Effective Wind Area=20 ft2 Wind Pressure= 15 psf(downward) or-49 psf(uplifting)for exposure B(surburban) SEE A SUNNY DAY IN A WHOLE NEW WAYO AmosWN 8955 Henkels Lane, Suite 508 Annapolis Junction, MD 20701 PHONE 1.800.903.6130 FAX 443.267.0036 ASTR U M SOLAR` www.astrumsolar.com From ASCE-7,for Main Wind Force Resisting System (wood rafters) Q,=0.00256 K,Kn Kd VZ 1 (ASCE-7, Equation 6-15) K, =velocity pressure exposure coefficient=0.70(ASCE-7,Table 6-3),30' building K,t=topographic factor= 1.0(ASCE-7,Section 6.5.7.2) Kd=wind directionality factor=0.85 (ASCE-7,Table 6-4), main wind force resisting system V= 125 mph (Mass Residential Code, 780CMR, 8"Ed.) I = 1.0 (category II) Therefore, q,=0.00256 x 0.70 x 1 x 0.85 x 1252 x 1=24 psf(downward) From ASCE-7 Figure 6-2, Design Wind Pressures for Main Wind Force Resisting System (enclosed building), Wind Vertical Pressure=-30 psf maximum (uplift) Use 24 psf downward force and-49 psf upward force for calculation to maximize load forces. Downward Load Combination(ASD): D+L=28psf D+W=36psf D+0.75W+0.75L=42 psf(controls) Uplift Load Combination (ASD) D+ L=28psf D+W=-42psf D+0.75W+0.75 L=-13 psf Roof Structures Roof A The roof structure consists of asphalt shingle on plywood sheathing that is supported by nominal 2"x8" rafters at 16" oc, paired with 2"x10"ceiling joists. The rafters have a maximum span of 12'-8" and a slope of 13 degrees. The rafters are connected to a continuous 2"x8" header board at the pitch, and load bearing walls on either side. There are 2"x6"collar ties at 16"oc for structural stability. Roof B The roof support structure consists of asphalt shingle on plywood sheathing that is supported by nominal 2"x6" rafters that are spaced at 16"oc, paired with 2"xl0"floor joists. The rafters have a horizontal span of approximately 12'-8"and a slope of 32 degrees. The rafters are connected to a continuous 2"x8" header board at the pitch, and load bearing walls on either side. There are 2"x6"collar ties at 16"oc, along with 2"x4" partition walls on either side of the roof to form room-in-attic truss system. Structural Analysis and Calculation SEE A SUNNY DAY IN A WHOLE NEW MAY° Flo 8955 Henkels Lane, Suite 508 AM Annapolis Junction, MD 20701 PHONE 1.800.903.6130 FAX 443.267.0036 ASTR U M SO LAR' www.astrumsolar.com Roof A Roof Rafters: Member Size=2"x8" Spacing= 16" O.C. Span Length = 12.7' maximum w=42 psf x 16 in/(12 in/ft)=56 Ibs/ft Check moment capacity of wood rafters: M =wL2/8=56 Ibs/ft x(12.7 ft)2/8= 1129 Ibs-ft S= bd2/6= 13.14 in M/S=1129 Ibs-ft x 12 (in/ft)/13.14 in = 1031 psi Fb(DFL no 1/no 2)=900 psi x Cr x CD x CF =900 psi x 1.15 x 1.60 x 1.2 =1987 psi,OK Cr=repetitive factor=1.15 (2"width) (NDS Table 4A) CD=duration factor for wind load= 1.6(NDS Table 2.3.2) CF=shape factor=1.2 (2"x8") (NDS Table 4A) Check uplift moment capacity of roof rafters: M =wL2/8=56 Ibs/ft x(12.7 ft)2/8= 1129 Ibs-ft S= bd2/6= 13.14 in M/S= 1129 Ibs-ft x(12 in/ft)/13.14 in3= 1031 psi Fb(DFLno1/no2)=900 Psi xCrXCDXCFXCL =900 psi x 1.15 x 1.6 x 1.2 x 0.55 = 1062 psi,OK C,=repetitive factor=1.15 (2"width) (NDS Table 4A) CD=duration factor for wind load=1.6(NDS Table 2.3.2) CF=shape factor=1.2(2"x8") (NDS Table 4A) Check shear capacity of roof rafters: SEE A SUNNY DAY IN A WHOLE NEW WAY° 8955 Henkels Lane, Suite 508 Annapolis Junction, MD 20701 PHONE 1.800.903.6130 FAX 443.267.0036 AST R U M S®LAR' www.astrumsollar.com V=wL/2=56lbs/ftx12.7ft/2=356lbs Vrnax=3V/2A=[3 (356 Ibs)]/[2 (10.88 in 2)]=49 psi F„=150 psi,OK Check deflection of roof rafters: Atotai=5wL4/384EI=(5 x 0.056 K/ft x 12.74 ft4 x 123 in3/ft3)/(384 x 1600 psi x 47.63 in4)=0.430" L/180=12.7'x(12 in/ft)/180=0.847 in,OK(IRC Table R301.7) Roof B Roof Rafters: Member Size=2"x6" Spacing= 16"O.C. Span Length =7.5' maximum w=42 psf x 16 in/(12 in/ft)=56 Ibs/ft Check moment capacity of wood rafters: M =wL2/8=56 Ibs/ft x(7.5 ft)2/8=394 Ibs-ft S= bd2/6=7.56 in M/S=394 Ibs-ft x 12 (in/ft)/7.56 in =625 psi Fb(DFL no 1/no 2)=900 psi x C,x CD x CF =900 psi x 1.15 x 1.60 x 1.3 =2153 psi,OK C,=repetitive factor=1.15 (2"width) (NDS Table 4A) Cp=duration factor for wind load=1.6(NDS Table 2.3.2) CF=shape factor=1.3(2"x6") (NDS Table 4A) Check uplift moment capacity of roof rafters: M=wL2/8=56 Ibs/ft x(7.5 ft)2/8=394 Ibs-ft SEE A SUNNY DAY IN A WHOLE NEW WAY° ` 8955 Henkels Lane, Suite 508 Annapolis Junction, MD 20701 PHONE 1.800.903.6130 FAX 443.267.0036 ASTR U M SO LAR° www.astrumsolar.com S= bd2/6=7.56 in M/S=394 Ibs-ft x(12 in/ft)/7.56 in =625 psi Fb(DFL no 1/no 2)=900 psi x C,X CD X CF X CL =900 psi x 1.15 x 1.6 x 1.3 x 0.64 = 1378 psi,OK C,= repetitive factor= 1.15 (2"width) (NDS Table 4A) CD=duration factor for wind load=1.6(NDS Table 2.3.2) CF=shape factor= 1.3 (2"W') (NDS Table 4A) Check shear capacity of roof rafters: V=wL/2=56 lbs/ft x 7.5 ft/2=210 lbs Vmex=3V/2A= [3 (210 Ibs)]/[2 (8.25 in 2)] =38 psi F„= 150 psi,OK Check deflection of roof rafters: Atotaj=5wC/384E1=(5 x 0.056 K/ft x 7.54 ft4 x 123 in3/ft3)/(384 x 1600 psi x 20.79 in4)=0.120" L/180=7.5'x(12 in/ft)/180=0.500 in,OK(IRC Table R301.7) SEE A SUNNY DAY IN A WHOLE NEW WAY® GGreen-Fasten Roof Attachment Y Attachments secure, roof intact. o� Attachments Secur ®dfl�� `r* Installing Green-Fasten on a Composition Shingle Roof No need to remove any shingles if you can locate the rafters. Tools Required: • Drill, socket drive for lag bolt, tape measure, stud finder, chalk line, etc. 1. Locate the rafters and snap horizontal and vertical lines to mark the 090ro . installation position for each Green-Fasten. Note: vertical location is for 5\O�'� illustration only, generally items are not installed at the eave. / e 2. Center the Green-Fasten over the rafter. 3. Drill a pilot hole for the lag bolt. 4. Insert the flashing so the top part is under the next row of shingles and the 7- hole lines up with the pilot hole. 5. Insert the lag bolt through the neoprene-bonded washer, the top compression component(Z-Bracket pictured) and the Gasketed hole in the flashing and into the rafter. The lag bolt should be tightened to approximately 97 inch pounds to ensure a watertight seal. Consult an engineer or go to www.eco-fasten.com for engineering data. V J: ",v O � Document version: 04.22.2009 Eco-Fasten 289 Harrel Street• Morrisville, VT 05661 : Toll Free Phone 1.888.766.4273 •Toll Free Fax 1.888.766.9994 + E-mail info@eco-fasten.comAN Made in Vermont, USA ©Copyright 2009 Eco-Fasten,a division of Vermont Slate&Copper Services,Inc from recvcted materials rV 8955 Henkels Lane, Suite 508 Annapolis Junction, MD 20701 two PHONE 1.800.903.6130 FAX 443.267.0036 ASTR U MSO LAR° www.astrumsolar.com May 9th, 2013 Town of Southold Building Department Town Hall Annex Building 54375 Route 25 P.O. Box 1179 Southold, NY 11971 Subject: Structural Affidavit for Installation of Solar Panels Angelaras Residence 640 Alois Lane Mattituck, NY 11952 To whom it may concern: I am writing in regards to the solar panel installation project at Angelaras Residence on 640 Alois Lane, Mattituck, NY. A field inspection was conducted upon the completion of installation and the following is a summary of my findings. The solar panels add approximately 4 psf to the existing roof structures. The standoff attachments are staggered as specified. The products that were used in this project,such as the PV panels, racking systems, and accessories are consistent with these on the permit plan sheets. The installation crews have been thoroughly trained to install the solar panels based on the specific roof installation instructions developed by Unirac for the racking system,and by EcoFasten for the roof connections. I further certify that all applicable loads required by NYS 2010 Residential Code were applied to the Unirac rail system and analyzed. Finally, I accept the certifications indicated by the solar panel manufacturer for the ability of the panels to withstand high wind and snow loads. If I may be of further assistance, please not hesitate to contact me at my office at 978-406-8921. �F NEW y Sincerely, A. Hu Elaine A. Huang, P.E. * �u w Structural Engineer AstrumSolar c>� �, MAY 16 2013 0906 OA OF SS�OaP KID& DEFT. OF 30UT!-!01D SEE A SUNNY DAY IN A WHOLE NEW MAY°