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HomeMy WebLinkAbout36487-Z QgUFF04 o Town of Southold Annex 8/26/2011 54375 Main Road 3 Southold,New York 11971 ,x $�yyr{I CERTIFICATE OF OCCUPANCY No: 35175 Date: 8/26/2011 THIS CERTIFIES that the building SOLAR PANEL Location of Property: 2315 Cedar Dr, East Marion, SCTM#: 473889 Sec/Block/Lot: 22.-5-32 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this officed dated 6/13/2011 pursuant to which Building Permit No. 36487 dated 6/17/2011 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: solar panels on an existing one family dwelling as applied for. The certificate is issued to Squitieri,Andrew&Squitieri,Elaine (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 36487 7/5/11 PLUMBERS CERTIFICATION DATED rite Signa re �SUFF t,��o TOWN OF SOUTHOLD �o .n. 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#: 36487 Date: 6/17/2011 Permission is hereby granted to: Squitieri, Andrew & Squitieri, Elaine 2315 Cedar Dr East Marion, NY 11939 To: INSTALLATION OF AN ELECTRIC SOLAR PANEL SYSTEM AS APPLIED FOR At premises located at: 2315 Cedar Dr SCTM # 473889 Sec/Block/Lot# 22.-5-32 Pursuant to application dated 6/13/2011 and approved by the Building Inspector. To expire on. 12/16/2012. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $200.00 CO -ADDITION TO DWELLING $50.00 Total: $250.00 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 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: I. ' 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 S rE'rli3 V House No. Street Hamlet Owner or Owners of Property: Suffolk County Tax Map No 1000, Section' Block Lot ?,�t- Subdivision �' �'� �� �'`u Filed Map. (�2t, Lot: Dot Permit No. Date of Permit. Applicant: Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $50 Applicant S� -e so�ryolo Town Hall Annex Telephone(631)765-1802 54375 Main Road N Fax(631)765-9502 P.O.Box 1179 G Southold,New York 11971-0959 'ply � a� roger.richert(-town.southold.ny.us UNTY, BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Andrew Squitieri Address: 2315 Cedar Dr City: East Marion St: NY Zip: 11939 Building Permit* 36487 Section: 22 Block: 5 Lot: 32 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Go Solar Inc License No: 39527-me SITE DETAILS Office Use Only Residential X Indoor Basement Service Only Commerical Outdoor X 1st Floor Pool New Renovation 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt Ceiling Fixtures HID Fixtures Service 3 ph Hot Water GFCI Recpt Wall Fixtures Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures CO Detectors Sub Panel A/C Blower Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt Emergency Fixtures Time Clocks Disconnect Switches Twist Lock Exit Fixtures TVSS Other Equipment: Photovoltaic system to include, 20 KD210 Kyocera panels, 1-Xantrex invertex this system is in addition to an already existing system Notes: 4-Inspector Signature: Date: July 5 2011 81-Cert Electrical Compliance Form pF SOpTyolo 'F 'F )jj coum' V TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) REMARKS: DATE f INSPECTOR�—ZO—�--' pF SO(/T�o - - -— ,`o �o cOUNi'1,� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUG PLBG. [ ] FOUNDATION 2ND [ ] IN LATION [ ] FRAMING/STRAPPING [ INAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: e 17 DATE INSPECTOR FIELD CT (ifiT 3tEPOi3' DATE CONl11NTS. vOUNDp pitlw asr. DO •ice • MM ..� P1/ wi .. % r^ .. F o FOUNDATION(2ND) W H ROUGH MA1V1T r& PLU�V!$ING ►•� INSUL•AnoN PEP,N.y. y STATE ENERGY CODE' ' /17 FINAL ADDITIONAL C21 g NTS . CZ G t c 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 SoutholdTown.NorthFork.net PERMIT NO. °3� Check Septic Form x _ N.Y.S.D.E.C. MOHAN d0 NM01 Trustees 1d30'NIS Flood Permit Examined ,20 Storm-Water Assessment Form U0Z E 1 NAP t: Approved 20_Jf Mail to: Disapproved a/c n a u Phone: Expiration JJ ( Building Inspector APPLICATION FOR BUILDING PERMIT 'Date , 20 INSTRUCTIONS a. This application MUST be completely filled in by.typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application,the.Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e. No building shall be occupied or used 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, anew 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. LAJ (Signature of ap 1' ant or name,if a corporation) 9CUJi0 A ��(-,,( r USE !".', lJ,!`�,i'�a�aW F I� (Mailing address of��nt)J� State whether applicant is owner, les �, eiitJO';ar'clitect,`eing�ir, eneral contractor, electrician, plumber or builder 0 ��� 0� -' ' ` `r °� APPROVED AS NOTED ATE' Name of owner.of premises ��2W �/e! (As on the tax roll or lat.( R R gL'ILCING D€ A'?TNic r .4T If applicant is a corporation, signature of duly authorized officer 765-1802. 8 AM TO 4 PM.FOR THE FOLLOWING INSPECTIONS: (Name and title of corporate officer) 1: FOUNDATION-TWO REQUIRED FOR POURED CONCRETE 2. ROUGH-FRAMING,PLUMBING, Builders License No. STRAPPING. ELECTRICAL 8 CAULKING Plumbers License No. 3. INSULATION Electricians License No. . 3 "?__ C -N. T�!-'CTi% ti Other Trade's License No. ELECTRIC I[ W �EQUIRE® Kam' )l.•�F'L ,.iC: r<1. Loc of l�.ud n w ich 57�jei e one: YG���K ST. - j (5 C 3 DESIGN OR CONO i r ut:T -)N ERRu,iS House Number S 1pet 0 H,P.URSUANT TO CHAPTER 236 County Tax Map No. 1000 Sec ion Block 65_ OF THE-TOVIff%poa, Subdivision hcuoe oh, Filed Map No. Lot l 2. State existing use and occupancy of premises a din ende use and occupancy of proposed construction: a. Existing use and occupancya b. Intended use and occupancy 3.' Nature of work (check which applicable): New Building Addition Alte ati Repair Removal Demolition Other Work � e U SyS "s it 0 alJ k jai(7 0Cc% - , (��-1 e$• yew 4. Estimated Cost 1 �. - __ -Fee f ~� (To be paid on filing this application) 5. If dwelling, number of dwelling unit ; W jgNu ber of dwelling units on each floor ` If garage, number of cars ', 6. If business, commercial or inixed occup;ailcy specil atli e and•:extent of each type of use. +-�-� 7. Dimensions of existing structures, if any: Front Rear Depth Height Number of Storie Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front r� Rear Depth Height Number of Stories 9. Size of lot: Front ° Rear 76 Depth e 10. Date of Purchase Name of Fonner Owner 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO k' 13. Will lot be re-graded? YES NO Will excess fill be removed from premises? YES NO 14. Names of Owner of premises �� '�!+'��' Address C� t. / Phone No. fiI3 Name of Architect Address Phone No Name of Contractor 0 'L e. Address ?-7.')-nu-4t Phone No. &3(- IX747-a 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical-data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO T' * IF YES, PROVIDE A_CO.P�.Y,, ; STATE OF NEW YO} K ,. i;.C-{ COUNTY OF ti•�) _ =7 t bd c, being duly sworn, deposes and says that (s)he is the applicant (Name of ind u-idualisigi%.fi'g cdntractjt-above named, f$.3:i'sti)3'1 OVVT tn'Oi TAaV$1,C3=1�t (S)He is the 3T=YA06400`�!?, � - r qor, 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 , }�efore me this `r'z <.day, " COOPER A Nota Public NOtARY PUBLIC State of New York Signatur Applicant NO.01C04822563,Suffolk County Term Expires December 31,20W pF SOUTyolo Town Hall Annex Telephone(631)765-1802 54375 Main Road N Fax(631)765-9502 P.O.Box 1179 ell- Southold,New York 1 1 97 1-0959 UNTY,� BUILDING DEPARTMENT TOWN OF SOUTHOLD August 8, 2011 Andrew Squitieri 2315 Cedar Dr East Marion, NY 11939 Re: 2315 Cedar Dr., East Marion *See copy of inspection ticket enclosed TWO WHOM IT MAY CONCERN: The Following Items Are Needed To Complete Your Certificate of Occupancy: 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. Final Fire Inspection from Fire Marshall. Final Landmark Preservation approval. BUILDING PERMIT : 36487 — solar panel JOB No.99-18 TAX+LD.No.1000-22 05 32 L01]0 i i 1 I LOT w i I i I I i WELL i i I I i I i - I I � JV _ 0 J Z COWENT E N ooAH 14.0 9 2 p b i.7.5 31.9 11.1 n LOT 0 M q 1 ST N SS.S 7, FRAME W o3a.6 52 GAR W � 1a WOOD rogcllm �\ O/arp= i - Q TAX LOT xa •dLP N o O I � -j I I 7s.a 3 i � I R�2s,0& i I L.130.00' R=500.00 CEDAR DRIVE f50,E r TAX L01 I3 I I1 - ; I TAX LOT 11 I I i THE LOCATION OF WELLS,WATER SERVICE LINES, SEPTIC TANKS AND CESSPOOLS AND OR SHOWN HEREON OBSERVA- TIONSDATA OBTAINED FROM I OTHERS. I • FILE MAP No.7755 7/13/84 I L"aav0a.l++alawfscnctti�daun.tY A.wmae�cun rlro.• I amrN�•raxerrwX.arll,.• SURVEYoF: LOT 29 OW DM` rom"bwtWm"'°�°—_.— MAP OF HIGWF'OfNT AT EAST MARION I --- - SECTION 2 MraM�M�MlaL ntlbh Wpr dhLidlq netuYnla - O �aeetiseoa...t Aa L.+wholNw.h.+.a�Ircwnew..a APEOF NEty EAST MARION TOWN OF SOUTHOL9 DE971N0.GRAF 0'°r`�Q1�/0�"""'d""""i°"�"djl.Q 'L aw* d SUFFOLK COUNTY,NEW YORK rW'r01I�1A fir.p--w FI`r,V row mtm baYarp,r%W W- I I n..+ivalpXawrr•101X ArrraldHostl,rrry.na ron.. _-.SURVEY DATE: m � �""'"-•a_-----._._...._.. .._,.._ ...._...... .. . 8/6/00 scALE:I"-- 44'I CERTIFIED ONLY TO: I ANDREW SOMnERI AND ELAINE SGtJrnEM DESTIN G.GRAF cFs BANK LAND SURVEYOR STEWART TITLE NMRANCE COMPANY 7J W—w.4 pew . ......_ $14-m-3 QNwl Yell 117TB -. .._... J I .. DE97M G.ORAF N.Y.S,LIC NO.50067, THE STANDARD IN PV MOUNTING STRUCTURE ST" 3LFRAME SF � •R `' f" ' Add Aesthetics to the Benefits of PV Power .., With your array in -.. �,; _ _ _ - - �'-�-:°'_• full view, it has - to look great. ` SunFrame delivers the - visual appeal you and your neighbors expect. - - i Properly installed, SunFrame complies with the Uniform and California Building Codes. It also meets UniRac's own high standard of installation friendliness, both initially and whenever modules need replacement. But it is aesthetics that truly sets SunFrame apart. It's the only PV module mounting system designed from the outset to enhance the appearance of the home. A completed installation blends handsomely into the roof, becoming as natural a part of the house as a skylight. b Su PV MODULE FRAMING AND MOUNTING SYSTEM FOR PITCHED ROOFS ® Splices safely extend rails. A Aluminum or Steel Standoffs (optional) in a range of heights sup- port L-feet above tile or shake roofs. UniRac offers appropriate flashings. rV :, Clear or dark finishes on all visible ' above-roof components,from L-feet to screw heads, match the frames of �i your PV modules. Component j Specifications Rails, cap strips, two-piece standoffs, splices, and L-feet: 6105 T5 aluminum extrusion. End caps: UV resistant plastic. Module Compatibili C One-piece standoffs: Service ty Components Condition 4 (very severe) zinc-plated Use SunFrame with PV modules ®Inter-Module Rails support welded steel. from these major manufacturers: modules as little as 2.125 inches Fasteners: 304 stainless steel. BP Solar,GE Energy,Isofoton,Kyocera, above the roof. Mitsubishi,Photowatt,RWE Schott, ®Full Length Cap Strips secure www.unirac.com Sanyo, Sharp. modules and finish the array topside Call UniRac or your PV dealer for forming a gap-free frame. Self- See our me page for complete manufacturers not listed. tapping screws at 16-inch intervals reformation:on:p pricing,installation provide the holding power. instructions appropriate to your build- ing code, and minimum requirements Code Compliance ®Push-Fit End Caps neatly finish for the number and type of modules the rail ends. you plan to mount. SunFrame is designed to comply with ®L-Feet attach directly to asphalt the Uniform and California building shingle roofs and support the rails codes when installed according to SunFrame installation instructions. one-half to three-quarters of an inch C above the roof surface to provide Call UniRac concerning status of International Building Code compliance. convective ventilation. VN�R�►�® THE STANDARDS TM UniRac, Inc. 3201 University Boulevard SE,Suite 110 505.242.6411 Pub 050206.1ds • February 2005 info@unirac.com Albuquerque NM 87106-5635 USA 505.242.6412 Fax ©2005 UniRac,Inc.All rights reserved. to year Iitnited Product warranty,5 year I tnited Finish Warranty Unillac,Inc.,warrants to the original purchaser("Pnrchaser'7 of practices specified by AAMA 609&610-02—"Cleaning and the use of the Product by Purchaser under any circumstances. product(s)that it manufactures("Product')at the original instal- Maintenance for Architecturally Finished Aluminum" If within the specified Warranty periods the Product shall be lation site that the Product shall be flee from defects in material (www.aammnet.org)are not followed by Purchaser.This Warranty reasonably proven to be defective,then UniRac shall repair or and workmanship for a period of ten(10)years,except for the does not cover damage to the Product that occurs during its replace the defective Product,or any part thereof,in Uniltac's sole anodized finish,which finish shall be free from visible peeling,or shipment,storage,or installation. discretion.Such repair or replacement shall completely satisfy cracking or chaWng under normal atmospheric conditions for a This Warrnty shall be VOID if installation of the Product is not and discharge all of Unillac's liability with respect to this limited period of five(5)years,hum the earlier of 1)the date the instal- performed in accordance with Unillac's written installation Warranty.Under no circumstances shall UniRac be liable for lation of the Product is completed,or 2)30 days after the purchase instructions,or if the Product has been modified,repahed,or special,indirect or consequential damages arising out of or of the Product by the original Purchaser CFinish Warranty'). reworked in a manner not previously authorized by Unillac IN related to use by Purchaser of the Product The Finish Warranty does not apply to any foreign residue WRITING,or if the Product is installed in an environment for Manufacturers of related items,such as PV modules and tlashings, deposited on the finish.All installations in corrosive atmospheric which it was not designed.UniRac shall not be liable for may provide written warranties of their own.UniRaes limited conditions are excluded.The Finish Warranty is VOID if the consequential,contingent or incidental damages arising out of Warranty covers only its Product,and not any related items. 't w, THE NEW VALUE FRONTIER KYOCERa KD21 O HIGH EFFICIENCY MULTICRYSTAL PHOTOVOLTAIC MODULE SEEMS U� O LISTED ■■ HIGHLIGHTS OF KYOCERA PHOTOVOLTAIC MODULES ■■ Kyocera's advanced cell processing technology and automated production facilities produce a highly efficient multicrystal photovoltaic module. ® ® The conversion efficiency of the Kyocera solar cell is over 16%. These cells are encapsulated between a tempered glass cover D Q ® and a pottant with back sheet to provide efficient protection from the severest environmental conditions. The entire laminate is installed in an anodized aluminum frame to provide structural strength and ease of installation. Equipped with plug-in connectors. APPLICATIONS KD210GX-LP is ideal for grid tie system applications. •Residential roof top systems •Water Pumping systems •Large commercial grid tie systems •High Voltage stand alone systems •etc. QUALIFICATIONS •MODULE:UL1703 listed •FACTORY:IS09001 and ISO 14001 QUALITY ASSURANCE Kyocera multicrystal photovoltaic modules have passed the following tests. •Thermal cycling test •Thermal shock test •Thermal/Freezing and high humidity cycling test •Electrical isolation test •Hail impact test •Mechanical,wind and twist loading test •Salt mist test •Light and water-exposure test •Field exposure test LIMITED WARRANTY X 1 year limited warranty on material and workmanship X20 years limited warranty on power output:For detail,please refer to"category IV"in Warranty issued by Kyocera (Long term output warranty shall warrant if PV Module(s)exhibits power output of less than 90%of the original minimum rated power specified at the time of sale within 10 years and less than 80%within 20 years after the date of sale to the Customer.The power output values shall be those measured under Kyocera's standard measurement conditions.Regarding the warranty conditions in detail,please refer to Warranty issued by Kyocera) ELECTRICAL CHARACTERISTICS Current-Voltage characteristics of Photovoltaic Current-Voltage characteristics of Photovoltaic Module KD210GX-LP at various cell temperatures Module KD210GX-LP at various irradiance levels g IRRADIANCE:AMI.6.I kWlm' 9 CELL TEMP.26'C 1000W/m' 6 0 7 800w/m' 6 �.0 26'C 6 6 76'C ¢ 6 600W1m' r 4 4 400W m' 3 3 2 2 200W m' 1 1 0 0 0 10 20 30 0 10 20 30 40 V.11.ge(V) WT,ge(V) 0803 SPECIFICATIONS KD210GX-LP ■ Physical Specifications Unit:mm(in.) 36 1.41nJ 946(37.21n.) 990(39.01nJ 22(0.91nJ 22(0.9in.) to c ad'o .. 5 ❑ D C .. 36(1.4in.) - ■Specifications ■Electrical Performance.under Standard Test Conditlons.(-STC) ' ■Cells Maximum Power(Pmax) 210W(+5//-5/) Number per Module 54 Maximum Power Voltage(Vmpp) 26.6V Maximum Power Current(Impp) 7.90A ■Module Oharacterlstics Open Circuit Voltage(voc) 33.2V Length x Width x Depth 1500mm(59,1in)x990mm(39,in)x36mm(1.4in) Short Circuit Current(Isc) 8.58A Weight 18.5kg(40.8lbs.) Max System Voltage 600V Cable (+)760mm(29.9in),(-)1840mm(72.4in) Temperature Coefficient of Voc —0.120 W-C Temperature Coefficient of Isc 5.15x10-3 A/C ■Junction Box Characteristics •STC:In chance 1000Wle,AM1.5 spectrum,cell temperature 25C Length x Width x Depth 100mm13.9inIx108mm(4,3in)x15mm(O.5in) ■Electrical Performance at 800W/m2,•NOCT,'AM1.5 i IP Code IP65 Maximum Power(Pmax) 148W Maximum Power Voltage(Vmpp) 23.5V Maximum Power Current(Impp) 6.32A ■Others Open Circuit Voltage(voc) 29,9V 'Operating Temperature —40 C'-'90°C Short Circuit Current(Isc) 6.98A Maximum Fuse 15A 'NOCT(Nominal Operating Cell Temperature):49t: 'This temperature Is based on cell temperature. Please contact our office for further information CCKyo1:ERa KYOCERA Corporation ■ KYOCERA Corporation Headquarters • KYOCERA Asia Pacific Pte. Ltd. CORPORATE SOLAR ENERGY DIVISION 298 Tiong Bahru Road,#13-03/05 6 Takeda Tobadono-cho Central Plaza,Singapore 168730 Fushlmi-ku,Kyoto TEL:(65)6271-0500 FAX:(65)6271-0600 612-8501,Japan TEL:(81)75-604.3476 FAX:(81)75-604-3475 • Kyocera Asia Pacific Ltd. http://www.kyocera.com/ Room 801-802,Tower 1,South Seas Centre, 75 ModRoad Tsimshatsul East, • KYOCERA Solar, Inc. TEL:(852)27 3-7183 FAX:(8 2)2724-4501'Hong Kong 712 EastDrive Scott dale,4coma AZ 85260.USA • KYOCERA Asia Pacific Pte. Ltd., Taipei Office TEL:(1)480-948-8003 or(800)223-9580 FAX:(1)480-483-6431 1OF,No.66,Nanking West Road,Taipei,Taiwan http://www.kyocerasolar.com/ TEL:(886)2-2555-3609 FAX:(886)2-2559-4131 • KYOCERA Solar do Brasil Ltda. • KYOCERA (Tianjin) Sales &Trading Corp. Av.Guignard 661,Lola A (Beijing Office)Room 2107,Beijing Huabin International Building, 22790-200,Recrelo dos Bandeirantes,Rio de Janeiro,Brazil No.8 Yong An Dong Ll,Jlan Guo Men Wai Road,Chao Yang District, TEL:(55)21-2437-8525 FAX:(55)21-2437-2338 Beijing,100022.China http://www.kyocerasolarcom.br/ TEL:(86)10-8528.8838 FAX:(86)10-8528-8839 http://www.kyocem.com.cn/ • KYOCERA Solar Pty Ltd. • KYOCERA Korea Co., Ltd. Level 3,6-10 Talavera Road,North Ryde Diplomatic Center Room#406,1376-1, N.S.W.22-9 Australia Seocho-2Dong,Seocho-Ku,Seoul,137-072,Korea TEL/61)2-kyoceraso FAX:(61)2-9888-9588 http://www.kyocerasolar.com.au/ TEL:/www.kyocera.c FAX:(82)2-3463-3539 http://www.kyocera.co.kr/ • KYOCERA Fineceramics GmbH Fritz-Muller-Strasse 107,73730 Esslingen Germany TEL:(49)711-93934-999 FAX:(49)711-93934-950 http://www.kyocerasolar.de/ solar®kyocera.de Kyocera reserves the right to modify these specifications without notice LIE/I10A0711-SAGM i I i choice1 power Xantrex GT Series Grid y . wr,#t�•r o, !j ®, t xantrex i Gi11,15clm rn+Mv The Xantrex Grid Tie Solar Inverter(GT Series)is designed to convert photovoltaic(PV)electricity produced by solar modules into utility-grade power that can be used by the home or sold to the local electrical xantrexStandard utility.Offering high efficiency(up to 96.0%),clean aesthetics,high reliability,and a low installed cost, 10-year through ease of installation and integrated features,the GT Series is a proven,high-frequency design in a warranty compact enclosure. The GT Series may be installed as a single inverter,for a single PV array,or in a multiple-inverter configuration for large PV arrays. Technology ► An NEC compliant,integrated DC/AC disconnect,standard in the GT Series,eliminates the need for external DC(PV)disconnects,and in some jurisdictions,AC disconnects ► Large heat-sink offers extraordinary heat dispersion without the need for a cooling fan ► Liquid crystal display(LCD)provides instantaneous information—power level,daily and lifetime SP'CSA107.1-01 PHOTOVOLTAIC q ry p y p y c us POWER INVERTER energy production,PV array voltage and current,utility voltage and frequency,time online"selling", fault messages,and installer-customized screens ► LCD vibration sensor allows the tap of a finger to turn backlight on and to cycle through display screens ► Free PC software for remote monitoring and system troubleshooting available online Installation ► Flexible module selection and sizing due to wide PV input MPPT tracking voltage range ► Lightweight and versatile mounting bracket ► Easy access DC(photovoltaic)and AC(utility)terminal block simplifies wiring ► Rugged NEMA 311 inverter enclosure allows reliable indoor and outdoor installations Performance Xantrex Technology Inc. ► Best-in-class efficiency to maximize solar system return on investment Customer Service/Technical Support ► Accurate MPPT tracking ensures maximum energy harvest under any conditions customerservice@xantrex.com ► FCC Part B compliance provides less external electronic interference Toll free:1-800-670-0707 Serviceability ► 10-year standard warranty www.xantrex.com ► Sealed inverter enclosure can be quickly separated from the wiring box allowing DC/AC connections to remain intact in the unlikely event the inverter needs to be serviced power Xantrex GT Series Grid Tie Solar Inverters Models GT5.0 GT4.ON GT3.3N GT2.8 Output 240 V 208 V 240 V 208 V 240 V 208 V 240 V 208 V Max.AC power output 5000 W 4500 W 4000 W 3800 W 3300 W 310O W 2800 W 2700 W AC output voltage(nominal) 240 V 208 V 240 V 208 V 240 V 208 V 240 V 208 V AC output voltage range 211-264Vac 183-229Vac 211-264Vac 183-229Vac 211-264Vac 183-229Vac 211-264Vac 183-229Vac AC frequency(nominal) 60 Hz AC frequency range 59.3-60.5 Hz Startup current 0 Aac Max.continuous output current 21 A 22 A 16.7 A 18.3 A 13.8 A 14.9 A 11.7 A 13.0 A Max.output over-current protection 30 A 25 A 20 A 15 A Max.output over-current protection 30 Arms 25 Arms 20 Arms 20 Arms Max.utility backfeed current 0 A Total harmonic distortion(THD) <3% - <5% - Power factor >0.99%(at rated power),>0.95%(full power range) Utility monitoring,islanding protection UL1741-2005/IEEE 1547 Output characteristics Current Source Output current waveform True sine wave Max.array open-circuit voltage 600 Vdc~ MPPT voltage range(CEC&CSA) 240-550 Vdc 240-480 Vdc 200-400 Vdc 195-550 Vdc MPPT operating range Low:235 Vdc/High:550 Vdc Low:235 Vdc/High:550 Vdc Low:200 Vdc/High:550 Vdc Vdc Low:193 Vdc/High:550 Vdc Max.input current 22.0 Adc 20.0 Adc 18.0 Adc 17.0 Adc 17.5 Adc 16.5 Adc 15.4 Adc 14.9 Adc Max.array short-circuit current 24.0 Adc Reverse-polarity protection Short-circuit diode Ground-fault protection GF detection,IDIF>1 A Max.inverter efficiency 95.9% 95.5% 96.0% 95.7% 95.9% 95.6% 95.0% 94.6% CEC efficiency 95.5% 95.0% 95.5% 95.0% 95.5% 95.0% 94.0% 93.5% Night-time power consumption 1 W Operating temperature range -130F to+149OF(-25°C to+65°C) Enclosure type NEMA 311(outdoor rated) Inverter weight 58.0 lb(25.8 kg) 58.0 lb(25.8 kg) 49.0 lb(22.2 kg) 49.0 lb(22.2 kg) Shipping weight 65.0 lb(27.2 kg) 65.0 lb(27.2 kg) 57.0 lb(25.9 kg) 57.0 lb(25.9 kg) Inverter dimensions(H x W x D) 281/2 x 16 x 5 3/4"(724 x 403 x 145 mm) Shipping dimensions(H x W x D) 34 x 2012 x 10 5/16"(866 x 518 x 262 mm) Mounting Wall mount(mounting bracket included) Input and output terminal AC and DC terminals accept wires sizes of#14 to#6 AWG PV/Utility disconnect Eliminates need for external PV(DC)disconnect.Complies with NEC requirements Cooling Convection cooled,fan not required Display Backlit,two-line,l6-character liquid crystal display provides instantaneous power,daily and lifetime energy production,PV array voltage and current,utility voltage and frequency,time online"selling",fault messages,and installer-customizable screens Communications Integrated RS232 and XanbusTm R145 communication parts Wiring box PV,utility,ground,and communications connections.The inverter can be separated from the wiring box Warranty 10-year standard Model name(negative ground) GT5.0-NA-240208 UL-OS GT4.ON-NA-240208 UL-05 GT3.3N-NA-240/208 UL-05 GT2.8-NA-240208 UL-05 Part number(negative ground) 864-1009 864-1008 864-1006 864-1001 Positive ground inverters are also available specifications subject to change without notice. 0 2007 Xantrex Technology Inc.All rights reserved.Xantrex is a registered trademark of Xantrex International.Printed in Canada dv " r Existing KD210 KD210 KD210 KD210 KD210 KD210 KD210 KD205 KD205 KD205 KD205 KD205 KD205 K0205 KD205 KD205 KD210 KD210 KD210 KD210 KD210 KD210 KD210 KD205 KD205 KD205 KD205 KD205 KD205 KD205 KD205 KD205 KD210 KD210 KD210 KD210 KD210 KD210 KD205 KD205 KD205 KD205 KD205 KD205 KD205 KD205 20 Kyocera KD210 1 Xantrex GT3.8 UniRac SunFrame South 08/25/2011 11 :59 FAX 16317793344 60 SOLAR INC. 16002/002 Fishier Engineering Services, P.C. PO Box 30 • Oakdale • New York 11769 Phone: (631) 563-9028 August 19, 2011 FCRAUG E Building Department 2 5 2011 Subject: Engineer Statement for Solar Roof Installation BLDG.DEPT. Squitieri Residence- 2315 Cedar Drive, Bast Marion TOWN OF SOUTHOLD Permit No. 36487 1 have verified the adequacy and structural integrity of the existing roof rafters for mounting the solar collector panels and their installation satisfies the structural roof framing design load requirements of the Residential Code of New York State. I have reviewed and certify that the manufacturer's guidelines and equipment for the photovoltaic equipment for the above residence meet the requirements for wind and snow' load and that the roof structure is adequate to carry the new loads imposed by the System. For the installation of the solar mounting,the rails are securely anchored to the rafters utilizing lag screws that have been designed for wind speed criteria of 120 mph Exposure C and snow ground criteria of 20 psf. Wind loads will exceed seismic loads. Other climate and geo design criteria are not applicable to this solar installation. The solar collector system and the mounting assemblies comply with the applicable sections of the Residential Code of New York State-"Solar Systems"and loading requirements of roof-mounted collectors and the minimum requirements for buildings and structures of ASCE 7-05. This system has been installed properly at the above referenced residence. The installation is in accordance with the minimum requirements certified by this letter. I hope that this letter serves and meets with the approval of the Building Department. . a0 NEIV Sincerely, ,/ •c�$ y r ham- 4`PM G. his a . r- William G. Fisher, P ix Licensed Professional Engineer m w 7+N�Q,Q 074659 Archirectural Design-Residential-Light Commercial Additions-Exlcnsions•Conversions Construction Estimates/Oversight-Expediting-Inspections GENERAL NOTES Roof Section A mean roof height 16 ft pitch 10 in/12 1. CONTRACTOR SHALL CHECK AND VERIFY ALL CONDITIONS AT THE 11.THE OWNER SHALL SELECT ALL FINISH MATERIALS AND COLORS. roof rafter 2x 10 SITE PRIOR TO STARTING TO WORK AND SHALL FAMILIARIZE 12.THESE DRAWINGS AS INSTRUMENTS OF SERVICE ARE AND SHALL HIMSELF WITH THE INTENT OF THESE PLANS AND MAKE WORK REMAIN THE PROPERTY OF THE ENGINEER WHETHER THE PROJECT rafter spacing 16 in OC AGREE WITH SAME. FOR WHICH THEY ARE MADE IS EXECUTED OR NOT.THEY ARE Reflected roof rafters an 10.8 ft 2. CONTRACTOR OR OWNER SHALL OBTAIN ALL REQUIRED APPROVALS, NOT TO BE USED ON ANY OTHER PROJECTS OR EXTENSIONS TO p PERMITS,CERTIFICATES OF OCCUPANCY,INSPECTION THIS PROJECT EXCEPT BY AGREEMENT IN WRITING AND WITH Table R802.5.1(1) max allowable 20.6 ft APPROVALS,ETC.,FOR WORK PERFORMED FROM AGENCIES HAVING APPROPRIATE COMPENSATION TO THE ENGINEER. JURISDICTION THEREOF,IF REQUIRED. 13.CONTRACTOR SMALL PROTECT.PATCH AND REPAIR ALL EXISTING WORK ADJACENT TO HIS WORK collar tie 2x4 3. ALL WORK SHALL CONFORM TO CONSTRUCTION CODE AND OR DAMAGED AS RESULT OF HIS WORK ALL RULES AND REGULATIONS OF THE RESPONSIBLE JURISTICTION. 14.THE SUBCONTRACTORS SHALL PROVIDE ALL EQUIPMENT,TOOLS,FENCES,TRANSPORTATIONS, collar tie spacing 48 in OCi 4. ALL METHODS OF CONSTRUCTION ARE TO BE CAREFULLY SAFEGUARDS,ETC„AS REQUIRED FOR THE PROPER EXECUTION OF THEIR WORK. SUPERVISED BY THE CONTRACTOR. 15.CONTRACTOR TO EFFECT AND MAINTAIN INSURANCE,I.E.CONTRACTOR'S LIABILITY,WORKMAN'S S. IF IN THE COURSE OF CONSTRUCTION A CONDITION EXISTS WHICH DISAGREES WITH THAT AS INDICATED ON THESE PLANS, COMPENSATION,COMPLETED OPERATION,ETC.ADEQUATE FOR THE PURPOSES OF THIS PROJECT AND THE CONTRACTOR SHALL STOP WORK AND NOTIFY THE ENGINEER. FURNISH PROOF OF SAME PRIOR TO COMMENCING WITH WORK, 16.EACH SUBCONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING SAFETY ON THE JOB SITE DURING SHOULD HE FAIL TO FOLLOW THIS PROCEDURE AND CONTINUE ' WITH THE WORK,HE SHALL ASSUME ALL RESPONSIBILITY AND THE CONSTRUCTION PHASE TO COMPLY WITH THE REGULATIONS AND REQUIREMENTS OF THE �r LIABILITY THEREFROM. OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION.THIS SHALL INCLUDE,BUT ARE NOT LIMITED TO: 12 ` 6. ALL STRUCTURAL STEEL SHALL BE A-36 AND SHALL BE PROVIDING FOR ADEQUATE AND PROPER BRACING,SAFETY RAILINGS AND SECURE FOOTINGS FOR ALL / FABRICATED AND INSTALLED AS PER LATEST A.I.S.C. TEMPORARY SCAFFOLDING,STAIRS,ETC.,AS WELL AS PERMANENT CONSTRUCTION. SPECIFICATIONS. 17.FIGURED DIMENSIONS SHALL GOVERN.DO NOT SCALE DRAWINGS.WHERE DIMENSIONS ARE �` T. ALL DRYWALL SHALL BE U.S.G.NATIONAL GYPSUM CO.SW ESTABLISHED BY EXISTING CONDITIONS,EACH CONTRACTOR SHALL VERIFY EXISTING CONDITIONS SEE �ET. 1 THICK UNLESS OTHERWISE NOTED. PRIOR TO ORDERING MATERIALS AND COMMENCING WITH WORK. B. ALL ELECTRICAL WORK SHALL BE BOARD OF FIRE UNDERWRITERS 18.CONTRACTOR SHALL COORDINATE ALL PHASES OR WORK WITH THE REQUIRED PARTIES.ALL APPROVED AND IN ACCORDANCE WITH N.E.C.&NYS PHASES OF ADJACENT FACILITIES OPERATIONS SHALL BE MAINTAINED DURING CONSTRUCTION. 9.ANY DEVIATION FROM THESE PLANS WITHOUT THE WRITTEN / 1 CODES REGULATIONS. CONTRACTOR SHALL KEEP SITE FREE OF CONSTRUCTION DEBRIS AND KEEP SITE FULLY ACCESSIBLE � CONSENT OF THE ENGINEER WILL NEGATE THE ENGINEER'S TO THE PUBLIC DURING HOURS OF OPERATION. \ CERTIFICATION OF THESE PLANS. 19.CONTRACTOR TO REMOVE ALL DEBRIS CREATED BY THIS WORK FROM THE SITE AND DISPOSE OF SEE U ET. 1 10.THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR CUTTING, IN A LEGAL MANNER ON A WEEKLY BASIS OR SOONER IF CONDITIONS WARRANT. Section FITTING OR PATCHING REQUIRED TO COMPLETE THE WORK OR TO 20.AT THE COMPLETION OF WORK,THE SITE IS TO BE CLEARED OF ALL DEBRIS AND EXCESS ROOT Cross ss MAKE IT'S PARTS FIT TOGETHER PROPERLY. MATERIALS.THE FACILITY IS TO BE LEFT BROOM CLEAN AND WORK IS TO BE COMPLETED TO N.T.S THE TOTAL SATISFACTION OF THE OWNER PRIOR TO RELEASE OF FINAL PAYMENT. v-- --- Utility Jot tac NO.10 screw 1 CONDUIT ..a1 'FLANGE NUT FROM I Utility sF,t G:.r'1'r (hexhe0tl bait SbSt f '18' 6_ ^n VW x W LAG BOLT W/ ARRAY I - 1r_nrng 6-0t i LOCK WASHER INVERTER L-FOOT TO SECURE THRU ROOF t �• f MATERIAL TO MEMBER(TYPICAL) METER ------------ C ` ^-ONE BENEATH SLIDER.USE O C ONE BENEATH EACH L-FOOT. Ye x3Y'LAG BOLT W/ � � , y, LOCK WASHER - %%%J U��)NOTE:ROOF SHEATHING AND '/d'FLANGE NUT SERVICE MATERIALS ARE NOT SHOWN PANEL J `I 201 �' ? 1 I I FOR CLARITY AC AC DC ]DC r � • ` _ RAIL SPLICE 8 SELF-DRILLING - SCREW(NO.10x%')USE 4PER BLDG.DEPT. _ _.",x SPLICE TONJN OF SOUTHO �..- boor��� -- l ROOF RAFTER MEMBER(SEE ROOF v j TRUSS SECTION FOR EXACT SIZE) TYPICAL RISER DIAGRAM N.T.S. L-FOOT TO SECURE MATERIAL TO MERBERR(TYPICOAL) RISER DIAGRAM SHOWN FOR REFERENCE L-FOOT ADJUSTABLE SLIDER.USE Revision 5 TYPICAL CONNECTION DETAIL 1 ONE BENEATH EACH L-FOOT. To my best belief and information the work in this document is accurate, conforms with the Revision N.T.S. ROOF RAFTER MEMBER(SEE ROOF TRUSS SECTION FOR EXACT SIZE) governing codes applicable at the time of submission, conforms with reasonable standards Revision 3 TYPICAL CONNECTION DETAIL 1 ALL ROOF PENETRATIONS ARE TO BE SEALED of practice, with the view to the safeguarding of life, health, property and public welfare, Revision 2 PV PANEL WITH SIKAFLEX OR EQUIVALENT SEALANT and is the responsibility of the licensee. Revision 1 as per ASCE7, Method 1: A(fig 6-2) 1.226 1 (table 6-1) 1 Professional Seal: PACIFI O EN INEERIN PC P net =/� Kzt I Anetso (eq 6-2) Kn(sec 6.5.7) 1 pnet3o(fig 6-3) -25.9 NEW Y PO BOX 1448, SAYVILLE, NY 11782 CLIMACTIC AND ® Tel: 631-R88-0000 Fax: 631-382-8236 Email: eyt ineer@ acificoevL ikieerivL .cowl Ground Wind Speed, Live load, Maximim O� pACI R point pullout fastener °'°�Pr°Jla—. s GEOGRAPHIC DESIGN Category Snow Load, 3 sec gust, pnet30 per Fastener type � load,lb spacing along Q CRITERIA Pg mph ASCE 7,psf l� S uitev�i Residence rails,in co LL1 q w Roof Section A C 20 120 32 631 5/16"dia screw, 3-1/2" length 48 �/ z 2315 Cedar Dr, East Mariopx, NY 11939 Jq Drsenpd'oR S_001.00 0 ,(as5z=s' n �� PROPOSED SOLAR ENERGY INSTALLAT70N ••/ V P.W g Dcanpti— �'S 066" GENERAL NOTES, ROOF SECTION, DATA, DETAILS AND SPECS Ralp r eer Pau: Scale NY 06 4306 06/09/11 AS NOTED I. of 2 EXISITING SOLAR PV INSTALLATION TI., esg �2 ;F ;F Mn9R-504- Mp C`F ''6F 1C.F 935� 55SI z95s13 5$ RPM :W ;FF !ter k�F �F t2F § ;3 9M 16'— 4" 0.1 PROPOSED NEW SOLAR. PV INSTALLATION ROOF LAYOUT P`desalona'Sea" PACIFICO ENGINEERINQ P PV Panel F NEE PO Box 1448, SAYVILLE, NY 11782 A �'C�O PAC Y0 Tel: 631-988-0000 Fax: 631-382-8236 Email: ev► itneer@ acifieoevigiKeerivig.eom Sala,v.j«t for. spat Kyocera �� ° Squiteri Residence PANEL: KD210 QTY: 20 ; w 2525 Cedar Dr, East Marion, NY Z2939 Z c P ajed Pa,6 r, J —DD2.00 LENGTH: 59.1 in 2(P PROPOSED SOLAR ENERGY INSTALLATION i have reviewed the roofing structure at the subject address.The structure can support the additional weight Drawn,y DransPd— of the roof mounted system.The units are to be installed in accordance with the manufacturer's installation WIDTH: 39 in OA 066182 GENERAL NOTES, ROOF SECTION, DATA, DETAILS AND SPECS instructions.I have determined that the installation will meet the requirements of the 2010 NYS Building Ralph a —r neer Dolt: 511c Code,and ASCE7-05 when installed in accordance with the manufacturer's instructions. WATTS: 4200 NY 066 44306 06/0VII. AS NOTED 2 of 2