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HomeMy WebLinkAbout37258-Z �FfO(,f Town of Southold Annex 7/9/2012 ��o�sucoG P.O.Box 1179 N .t 54375 Main Road Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 35806 Date: 7/9/2012 THIS CERTIFIES that the building SOLAR PANEL Location of Property: 680 HALLS CREEK DR MATTITUCK, SCTM#: 473889 Sec/Block/Lot: 115.-17-17.22 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this officed dated 3/3/2010 pursuant to which Building Permit No. 37258 dated 5/30/2012 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 panel system on an existing one family dwelling as applied for. The certificate is issued to JOHN&ALICE KELLY (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 12720 4/9/10 PLUMBERS CERTIFICATION DATED Au orized Signature lr� TOWN OF SOUTHOLD �o Ovo �G BUILDING DEPARTMENT y� TOWN CLERK'S OFFICE in o • 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#: 37258 Date: 5/30/2012 Permission is hereby granted to: JOHN &ALICE KELLY 680 HALLS CREEK DRIVE MATTITUCK, NY 11952-2646 To: INSTALLATION OF AN ELECTRIC SOLAR PANEL SYSTEM TO A DWELLING AS APPLIED FOR. REPLACES EXPIRED B.P. 35408 At premises located at: 680 HALLS CREEK DR MATTITUCK SCTM # 473889 Sec/Block/Lot# 115.-17-17.22 Pursuant to application dated 3/3/2010 and approved by the Building Inspector. To expire on 11/30/2013. Fees: PERMIT RENEWAL $100.00 Total: $100.00 Building Inspector FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. '131 BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) PERMIT NO. 35408 Z Date MARCH 23, 2010 Permission is hereby granted to: JOHN & ALICE KELLY 680 HALLS CREEK DR MATTITUCK,NY 11952 for INSTALLATION OF AN ELECTRIC SOLAR PANEL SYSTEM TO A DWELLING AS APPLIED FOR .at premises located at 680 HALLS CREEK DR MATTITUCK County Tax Map No. 473889 Section 115 Block 0017 Lot No. 017 . 022 pursuant to application dated ,MARCH 3 , 2010 and approved by the Building Inspector to expire on SEPTEMBER 23, 2011. - Fee $ . 200 . 00 Authorized. Signature COPY Rev. 5/8/02 Form No.6 TOWN OF SOUTHOLD. BUILDING DEPARTMENT L� 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 2t10 of 1% lead. 5. Commercial building,industrial building,multiple residences and similar buildings and installations,a certificate of Code Compliance1rom 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"Iiind 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 the in writing to the applicant. C. Fees I. Certif-icaie of Occupancy- New dwelling$50.()0, 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.Certificateof Occupancy- $50.00 . 5_ Temporary Certificate of Occupancy -Residential $15-00,Commercial$15.00 Date._ (p - 13 New Construction: Old or Pre-existing Building: (check one) Location of Property: House No. r'• MA_Tfi 1T\AX V_1^ Hamlet Street Jwner or Owners of Property: C). Y\V\ +_ IN` 1 C-e— e iuffolk County Tax Map No'1000, Section j l Block l Lot ' subdivision d File Ma p. Lot: 'emit No. / Date of Permit. Applicant: leaith Dept.Approval: Underwrlters Approval: lanning Board Approval: .equest for: Temporary Certificate Final Certificate: (check one). ,-e Submitted: $ i Appl, nt Signat re 06/01/2012 10: 26 FAX 16317793344 GO SOLAR INC. [A 001/001 CE JUN — 1 2012 SUFc: 01, C BUREAU BLDG.DEPT. TOWN OF SOUTHOLD 40 Nottingham Drive, Middle Island, NY 11953 Telephone:631 495 8136 • Fax:631 980 8455 • E-Mail:SBEIGSIygmail.com CERTIFICATE OF ELECTRICAL COMPLIANCE Applicant: GO-SOLAR Inc. Certificate No.: 12720 Rough In Inspection Date: Final Inspection Date, Apr 09, 2010 Application No.: 12720 Building permit No.: 35408 L.IPA Solar App No.: 4831 County Tax Map No.: This Certificate of Electrical Compliance Is limited to the inspection and compliance of electrical equipment and/or work described below, installed by the applicant named above, located at the premise of and not after the final inspection date above: Owner: Sohn Kelly Site Location: Kelly, 680 Hills Creek Drive, Mattltuck, NY 11952 Owner's Address (if different): f�Residential I. I Indoor I._l Basement I._I Service C Shed �. Commercial f--+r1 outdoor 1 First Floor �. Pool n Hottub I_j New U Renovation LI Second Floor �. Attic I J Garage LI Addition LJ survey Other: photovoltaic system INVENTORY Single phase Heat Duplex Rapt Cellina Fixture Mlp Fixtures Three Phase Hot water GFCI Rscpt Wall Fixture Smoke Main Panel AC Cond Single Reept Recessed Fixture CO Detect Sub Panel AC Blower Range Recpt Floureacent Smoke CO Combo Transformer Appliances Dryer Recpt Emergency Time Clack Olsconnect Switches Twist LOCK Exit Flxturea Pumps GFCI breaker pleat Pump Electric Heat Pool Luminaire Exhaust Fan i Other Equipment;8,620 wau solar electric system with 42 Kyocera 210 watt modules rind 1 Fronius IG+7.5 inverter The electrical work and/or equipment described above were inspected and appear to be in compliance with local, state and national electrical code requirements and this office. Applicant: GO SOLAR Inc. License No,: Inspected By: Roger Richert Date Of Certificate: Apr 23 , 2010 Signature: • .'.1 . ..i r i .. .S. .. . ... . . . .fli• I. i• .n.. . . 1. . .rll, ' i ti 1 1 ,.r- r .;i ^p•n•:: OF SO(/r�o� 3 TOWN.OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION iST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] INSULATION :- FRAMING/STRAPPING [FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: r r DATE °�'�O� INSPECTOR Pacifico Engineering PC Engineering Consulting PO Box 1448 Ph: 631-988-0000 Sayville, NY 11782 Fax: 631-382-8236 www.pacificoengineering.com engineer@pacificoengineering.com 6/4/1012 Town of Southold Building Department 54375 Route 25, P.O. Box 1179 Southold, NY 11971 Subject: Solar Energy Installation for John Kelly 680 Halls Creek Drive Mattituck, NY 11952 have reviewed the solar energy system installation at the subject address. The units have been installed in accordance with the manufacturer's installation instructions and the.approved construction drawing. I have determined that the installation meets the requirements of the 2007 NYS Building Code, and ASCE7-05. To my best belief and knowledge, the work in this document is accurate, conforms with the governing codes applicable at the time of submission, conforms with reasonable standards of practice, with the view to the safeguarding of life, health, property and public welfare Regards, Ralph Pacifico, PE Professional Engineer of XAEw Y0R� �� P CIF-0 w y z O�2 0661 SF�PROFE55�0 FIELD INSPECTION REPORT DATE COMMENTS lt FOUNDATION(1ST) -� - ---------- . -------------- FOUNDATION(2ND) z � o G ROUGH FRAMING& y PLUMBING V y INSULATION PER N.Y. STATE ENERGY CODE s MAL J�J ADDITIONAL COMMENTS 6 A— L/ z rn *Z� 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. 23-21Mg' Check Septic Form N.Y.S.D.E.C. Trustees Flood Permit Examined 31,93 .,201O Storm-Water Assessment Form Contact: to sales�,�(nC Approved 3 a 3 20 /c7 Mail to: Zia VV O(✓) kLY40 Disapproved a/c �J L4 I tc1c) Phone',-261 191 �)G)4 Expiration 9 d 3 120 Building nspecCor APPLICATION FOR BUILDING PERMIT MAR 3 2010 Date 1p ?- , 20ID INSTRUCTIONS BLDG.DEPT. �a 9di�pgD MUST b completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot p an le.,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 cord housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. ``— f� (Signature of applicant or name,if a corporate ) (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder 4cv" -�.- / Clom�1--y--v-c4or a Name of owner of remises �.J P 1<---ej (As on the tax roll or fatest deed) If applic is corporation, siplature o duly auth� 'zed fficer 44 ame and title of corporate of icer) Builders License No. Plumbers License No. q L{-4 — M P Electricians License No. ,�sa1 a, — Yy\� Other Trade's License No. 1. Location of land on wM.0s roposed work wi 1 be done: r (' r-e e, Dri v e YY1 du Ll) House Number Street V i �la!€�t1R Y��'ft36� Y p //� B�l'$�ctl �, , a ;Ca Lot /7 — Q— Count Tax Ma No. 1000 Section ,.�,.;r„�,��,�;�,��a Subdivision Filed+.M+ap:hlaJx1+lc eaimf .;,, Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy b. Intended use and occupancy 3. Nature of work (check which applicable): New Building Addition Alteration Repair Removal Demolition Other Work /� ff / _ (Description) 4. Estimated Cost'p , U/ �� Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units Number of dwelling units on each floor If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front Rear Depth Height Number of. Stories Dimensions of same structure with alterations or additions: Front111!? 11 a`r 1'; ; Depth Height Number of Stor�i'e§-`-- (' r 8. Dimensions of entire new construction: Front Rear i�.`'' Depth `. Height Number of Stories '`" ; 9. Size of lot: Front Rear Depth 4 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated 12. Does proposed construction violate an zoning law, ordinance or regulation? YES NO p p Y g � / 13. Will lot be re-graded? YES NO Will excess fill be removed from premises? YES NO j 644w l 14. Names of Owner of premises N III Address(P8 +-6111 �j�,ZIC,br.(YPhone No. (a3 Name of Architect Address Phone No Name of Contractor CEO SdIGLA . �Zyic Address a7,R 20AD Phone No. (03I 7721—�� Ki�erhe�c� 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_je�_ * 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 * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: CO TY F ) being duly sworn, deposes and says that(s)he is the applicant (Na of individual signing c ntract) above named,(S)He is the -- &Ja/4,_ (C(gractor, 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 to before me this '� . , p day of_-� dtJ 20_10— OTXF AN PURL C . otary Pu i No. n SU FOLK OUNTY Signature of Applicant Commission Expires 0.1/20/2013 TOWN OF.SOUTHOLD PROPERTY RECORD CARD V%IIAP STREET VILLAGE DIST. SUB. LOT FORMER OWN R N E AC �•�• �� � � 1 J �� S W TYPE OF•BUILDING RES. Zr SEAS. VL. FARM COMM. LAND IMP. TOTAL DATE REMARKS it l/ I Z - v 44 ura o F,c T.c • f Qo 4-6 -! _ w � - J 3. 5 r3 M C,I .01 3zz OR !S g7 - - a - a l� . W !' w c a,ra e✓ [Ann DOC) 2 to 10 2o * FRONTAGE ON WATER TILLABLE FRONTAGE ON ROAD WOODLAND DEPTH MEADOWLAND BULKHEAD HOUSE/LOT TOTAL t MEN -- " meµ' ■■1■�ENNE MEMO NES M■ nos ��S■■�■■ • •' ME 4 mom aliMORI r��a��� l Sol ■���NWS ■�■i�i■■■ ■i■l�Isi ■ ■■�� �si1� ski■ ' - - - e IInterior s Rooms ist Floor Rooms • Flooll r - girl Southold Town Building Department OSUEFDt'tC P.O.Box 1179 Permit#: 35408 54375 Main Road o • g Southold,New York 11971 Permit Date: 3/23/2010 (631)765-1802 Expiration Date: 9/23/2011 Parcel ID: 115.-17-17.22 BUILDING PERMIT RENEWAL LETTER Dated: 5/24/2012 Applicant: JOHN&ALICE KELLY Location: 680 HALLS CREEK DR MATTITUCK Work Description: SOLAR PANEL INSTALLATION OF AN ELECTRIC SOLAR PANEL SYSTEM TO A DWELLING AS APPLIED FOR A FEE OF $100.00 IS REQUIRED TO RENEW THIS BUILDING PERMIT. Owner: JOHN&ALICE KELLY Address: 680 HALLS CREEK DRIVE MATTITUCK,NY 11952-2646 The permit listed above has expired. Please contact our office as soon as possible to begin the renewal process. All work on the project must stop on the expiration date. No work is permitted or authorized beyond the expiration date. THANK YOU, SOUTHOLD TOWN BUILDING DEPT. o�'�XOF SO(/j�ol Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 CP AW Southold,NY 11971-0959 0 �� �yCOUNT`I BUILDING DEPARTMENT TOWN OF SOUTHOLD June 1, 2012 John Alice Kelly 680 Halls Creek 1r ' Mattituck, NY 11952 TO WHOM IT MAY CONCERN: The Fo llowing Items Are Needed.To Complete Your Certificate of Occupancy: ✓ 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 4w84) . 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. BUILDING PERMIT: 37258 — Solar Panels KYO I EM3 CUTTING EDGE TECHNOLOGY 2 WATT r rdemonstrates As a pioneer with 35 years in solar, Kyocera HIGH EFFICIENCY MULTICRYSTAL leadership in the development of solar energy products. PHOTOVOLTAIC MODULE Kyocera's Kaizen Philosophy, commitment to continuous improvement, is shown by repeatedly achieving world record ii� ==nn cell efficiencies. ( 1111,101 1!I1�111 Kyocera Quality Built In: New frame technology allows for end mounting with 2400 Pa (50 psf) or wind speeds of 130 mph (ASTM E1830) and traditional mounting with 5400 Pa (113 psf) to support increased snow load - UV stabilized, aesthetically pleasing black anodized frame 11MIl - Supported by major mounting structure manufacturers '1illf# - Easily accessible grounding points on all four corners for fast installation Proven junction box technology Quality locking plug-in connectors to provide safe & quick connections Kyocera manufactures and assembles solar cells and modules at its own worldwide production sites using a true vertical KD215GX-LPU integration process. This superior approach gives Kyocera complete control over every step of the manufacturing process, NEC 2008 Compliant producing modules with the industry's tightest power tolerance, promising high quality and efficiency. UL1703, Class C IEC 61215 - Superior Built-In Quality - Proven Superior Field Performance c us _ Tight Power Tolerance 20 Year Warranty - 5 Year Workmanship Warranty a r_ --- •- -•'i . .__ _.. - of JffN i� , !a 7.r b .� t�srR n u-� ,d. riH,c RWNfilaRY•�.BFXlR�iq s ssi'•v • —_ _� -^- - ,-t_._ ..}r / Apr ( -^^ r'�n �vnrr• ,n^1aeY)5p�m w' + a:.r syi :,✓�,y , - !r(4 ^� I M�.56 M .is B.d�3,1h Fi'Re P>s^r�l✓A,�+rl/1'8 R.y+f / - .�i.. .� ,,, � ,rex i 4N v'r'r.�k. �a na�.+x �+N Faa�v✓��"'v+as,Yr�y ens,�y,A,€ )WY.as�P,haA�2'r;:�+'!�F AOs.,` �- ,,• :ker4«aA.+• �rrff's{'Al°ti'a!4+, fr'Sa r,�:D.Qdie "« , iAN, AR J.t?31,u�.S`a rff- �• .i �,c' �a �7 c �''t.5 3�.r�•',:r�����,i� �.+�;AirSiY'�.81"JPl'.�''rV4 Kt4�Jb.v1'r�' � f _ss ,. /` ,'�`" , '.t 'if'�,A6ih'.�:+�x6v'�!' _.N6� '�t�ir :•'-e r —_ • - f/l- - ?'atfl_cY':.:.e""*1.4.Yd'"�'t/ry'.:,'F�j`.�d3"�L'�Fs.?�F`.d1x@�+Ci�'1.s�+:.,:'�bY"y..a�'t'`<f.'..8l,r�"fiw'ni""l".1r".r+"427*�,.,e.Y�,'f.+1'nM.'E'$,l'w�'�.�`'a.�lfawr{�I f.�'�..i+''.b�ul�`.t�-.:+"�s$'.s,A'J��.•...$s�env 6�Ali�ei rr - el®i _ ffidu.i'9 A..d l;Ja Lti' �! yy l4�7k/1 EViAtd �. ",PIA�.s'�.f�°�''..+�.a�..�".�',A�.��"�T '�!'.�1.►�.4Aur„�1�' .1� �_x...e fir,- r - j7;Fl A,• [ ! i-L7 7'+� d"rt• ti7Z 1�`SL_ ;g taw"I sscl �f`�'-�ls�'�''�: .��^•:.se ._ �.. --��``^ �. tam..._. by KD215GX-LPU ELECTRICAL CHARACTERISTICS Current-Voltage characteristics of Photovoltaic Current-Voltage characteristics of Photovoltaic Module KD215GX-LPU at various cell temperatures Module KD215GX-LPU at various irradiance levels 9 IRRADIANCE:AM1.5,1kW/m' CELL TEMP.25'C 9 100oW/m° 8 6 7 7 60oW/m° 25'C 6 g 50'C 5 75°C _ 600W/m2 5 U q e U' 4 400W/m° 3 3 2 2 200W/m° 1 1 0 0 0 10 20 30 0 10 20 30 40 Voltage IV) Voltage(V) SPECIFICATIONS ■ Physical Specifications Unit:mm(in.) 12.5(0.5in.) 965(38.0In.) 12.5(0.5in.) 990(39.01n.) 46(1.Bin.) 108(4.251n.) o a, c rn 0 cli 0 0 0 N +:Installation Hole. 09(0.35in.) ■Specifications ■Electrical Performance under Standard Test Conditions('STC) ■Cells Maximum Power(Pmax) 215W(+5W/—OW) Number per Module 54 Maximum Power Voltage(Vmpp) 26.6V Maximum Power Current(Impp) 8.09A ■Module Characteristics Open Circuit Voltage(Voc) 33.2V Length x Width x Depth 1500mm(59,1in)x990mm(39.0n)x46mm(1.81n) Short Circuit Current(Isc) 8.78A Weight 18kg(39.71bs.) -- Max System Voltage 600V Cable W760mm(29.91n),(-)1840mm(72.4in) Temperature Coefficient of Voc —1.20x10-1 WC {;..,-•, ; Temperature Coefficient of Isc 5.27x10-3 A/C ■Junction Box Characteristics 'STC:Inadlance 1000W/m2,AM1.5 speMm,cell tempedure 25'C Length x Width x Depth 100mm(3,9in)x10Bmm(4.3in)xl5mm(0.F ■Electrical Performance at 80OW/m2,'NOCT,AM1.5 IP Code IP65 M1 _ Maximum Power(Pmax) 152W ; Maximum Power Voltage(Vmpp) 23.6V Maximum Power Current(Impp) 6.47A ■Others Open Circuit Voltage(Voc) 30.OV 'Operating Temperature —40 C—90°C Short Circuit Current(Isc) 7,12A Maximum Fuse 15A ✓t ; 'NOCT(Nominal OperAng Cell Temp—ture):47.9'C 'This temperature is based on cell temperature. -_1.`•'• ISO 9001 and ISO 14001 Certified and Registered I(yOCERa {" www.kyocerasolar.com C� '= i 800-223-9580 toll free 800-523-2329 fax = - •flr f / - F j,l 1/ T 1 Smart choice for power {.. ------r ---------------- y a I 6 '9 xlntrex 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, GT SERIES WARRANTY 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 P Large heat-sink offers extraordinary heat dispersion without the need for a cooling fan S�oUL774+ PHOTOVOLTAIC ® Liquid crystal display(LCD)provides instantaneous information—power level,daily and lifetime � �5"EA+07"" POWER INVERTER energy production,PV array voltage and current,utility voltage and frequency,time online"selling", fault messages,and installer-customized screens I> LCD vibration sensor allows the tap of a finger to turn backlight on and to cycle through display screens I> 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 I> Lightweight and versatile mounting bracket ® Easy access DC(photovoltaic)and AC(utility)terminal block simplifies wiring C Rugged NEMA 3R 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 I I Smart choice for power Xantrex GT Series Grid Tie Solar Inverters Models GT5.0 GT4.ON GT3.3N GT2.8 Output 240 V 208 V 240 V I 208 V 240 V 208 V I 240 V 208 V Max.AC power output 5000 W I 4500 W 4000 W 3800 W 330O W 310O W 280O 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 I 211-264Vac 183-229Vac I 211-264Vac I 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 I 13.8 A I 14.9 A 11.7 A 13.0 A Max.output over-current protection 30 A I 25 A 20 A 15 A Max.output over-current protection 30 Arms I 25 Arms 20 Arms 20 Arms Max.utility backfeed current 0 A Total harmonic distortion(THD) <3% - I <5% Power factor >0.99%(at rated power),>0.95%(full power range) Utility monitoring,islanding protection ULI741-2005/IEEE 1547 Output characteristics Current Source Output current waveform True sine wave Max.array open-circuit voltage I 600Vdc MPPT voltage range(CEC&CSA) 240-550 Vdc 240-480 Vdc 1200-400 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 I 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 I GF detection,IDIF>1 A Max,inverter efficiency 95.9% I 95.5% 96.0% I 95.7% 1 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 I -13°F to+149°F(-25°C to+65°C) Enclosure type NEMA 311(outdoor rated) Inverter weight 58.0lb(25.8 kg) 58.0 lb(25.8 kg) 49.O lb(22.2 kg) 49.0lb(22.2 kg) Shipping weight 65.0 lb(27.2 kg) 65.0 lb(27.2 kg) 57.0 lb(25.9 kg) I 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 20 1/2 x 10 5/16"(866 x 518 x 262 mm) Mounting I 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,16-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 RJ45 communication ports 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-05 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 THE STANDARD IN PV MOUNTING STRUCTUREST" 0 PV MODULE FRAMING r 4 AND MOUNTING SYSTEM FOR PITCHED ROOFS 3. •�T 5. 1 1t1 t4` ). Ip r - t � 1 .tSr�q .nx'. iCt 'z Wn�<, '",x�. l i, t "".r .— .,.�• _ "�r w"-r'.� 7 �•�. a r r -.a \k � 4.. � 2 n ! �tVl 4 0 Q Oro S .ry . Pon At ft u �, r_ f Q �eSl�l 91 U� A�O�' 0 D C 0 Q . qo Qi'1a o Q- �t 4 U '5 0 �L �t)*���t �fh'4e' y� e �y t�9 s ✓'t r t s s, ,1jk,a `y"!. 5 t�1�poly GS4S,ilSlStI�SLtaJ�.L�NJNJp=' - a AA o,D _ o L`L PJ• w lD y% j x t ex7 F ©Q l�ls4 °0 0.: W1 4 WSx�ae� l�sag to QQ Dn o Dwin coxf see Im a al -Eaft. U.S.and other patents pending. SUN aV'!. U PV MODULE FRAMING AND MOUNTING SYSTEM FOR PITCHED ROOFS 6 Splices safely extend rails. 6)Aluminum or Steel Standoffs (optional) in a range of heights sup- port L-feet above tile or shake roofs. P UniRac offers appropriate flashings. Clear or dark finishes on all visible _ above-roof components, from L-feet to screw heads, match the frames of O your PV modules. Component �— Specifications Rails, cap strips, two-piece standoffs, =' splices, and L-feet: 6105 T5 aluminum extrusion. End caps: UV resistant plastic. One-piece standoffs: Service Module Compatibility Components Condition 4 (very severe) zinc-plated Use SunFrame with PV modules 0 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, (D Full Length Cap Strips secure www.unirac.com Sanyo, Sharp. modules and finish the array topside Call UniRac or your PV dealer for form information: pricing, informaon:p forming a gap-free frame. Self- See our i me page for complete manufacturers not listed. tapping screws at 16-inch intervals cing, installation provide the holding power. instructions appropriate to your build- ing code, and minimum requirements Code Compliance 3 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 Call UniRac concerning status of above the roof surface to provide International Building Code compliance. convective ventilation. THE STANDARD IN PV MOUNTING STRUCTURESTM UMBRA' 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. 10 year limited Product Warranty,5 year limited Finish Warranty UniRac,Inc.,warrants to the original purchaser("Purchaser")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 free from defects in material (wwwaamanet.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 UniRac'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 chalking under normal atmospheric conditions for a This Warranty shall be VOID if installation of the Product is not and discharge all of UniRac's liability with respect to this limited period of five(5)years,from the earlier of 1)the date the instal- performed in accordance with UniRac'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,repaired,or special, indirect or consequential damages arising out of or of the Product by the original Purchaser("Finish Warranty"). reworked in a manner not previously authorized by UmRac 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 flashings, 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.UniRac's 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 GENERAL NOTES Roof section A B mean roof height 14 ft 14 ft pitch 4 1/2 in/12 7 1/4 in/12 I l; i��I }JA( L 1. CONTRACTOR SHALL CHECK AND VERIFY ALL CONDITIONS AT THE 11.THE OWNER SHALL SELECT ALL FINISH MATERIALS AND COLORS. roof rafter 2x8 2x8 - ALL CONSTFi,1'.,: j� _SHALL HIMSELF WITH THE INTENT OF THESE PLANS AND MAKE WORK SITE PRIOR TO STARTING TO WORK AND SHALL FAMILIARIZE 12.THESE DRAWINGS AS INSTRUMENTS OF SERVICE ARE AND SHALL �/�,` I ;�;�; 'r�I 1 j AGREE WITH SAME. REMAIN THE PROPERTY OF THE ENGINEER WHETHER THE PROJECT rafter spacing 16 in OC 16 in OC MEET TI-E- R_ O�T� FOR WHICH THEY ARE MADE IS EXECUTED OR NOT. THEY ARE Reflected roof rafters an 13.5 ft 10.0 ft {� c /�r . ` `I ATE. 2. CONTRACTOR OR OWNER SHALL OBTAIN ALL REQUIRED APPROVALS, NOT TO BE USED ON ANY OTHER PROJECTS OR EXTENSIONS TO P CODES OF 1 PERMITS,CERTIFICATES OF OCCUPANCY,INSPECTION THIS PROJECT EXCEPT BY AGREEMENT IN WRITING AND WITH Table R802.5.1(1) max allowable 16.8 ft 16.8 ft APPROVALS,ETC.,FOR WORK PERFORMED FROM AGENCIES HAVING APPROPRIATE COMPENSATION TO THE ENGINEER. JURISDICTION THEREOF,IF REQUIRED. 13.CONTRACTOR SHALL PROTECT,PATCH AND REPAIR ALL EXISTING WORK ADJACENT TO HIS WORK. collar tie 2x4 3. ALL WORK SHALL CONFORM TO N.Y.S.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 OC 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 WHICH DISAGREES WITH THAT AS INDICATED ON THESE PLANS, l . 5. IF IN THE COURSE OF CONSTRUCTION A CONDITION EXISTS COMPENSATION,COMPLETED OPERATION,ETC.ADEQUATE FOR THE PURPOSES OF THIS PROJECT AND �C THE CONTRACTOR SHALL STOP WORK AND NOTIFY THE ENGINEER. FURNISH PROOF OF SAME PRIOR TO COMMENCING WITH WORK. a SHOULD HE FAIL TO FOLLOW THIS PROCEDURE AND CONTINUE 16.EACH SUBCONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING SAFETY ON THE JOB SITE DURING 1 _.. WITH THE WORK,HE SHALL ASSUME ALL RESPONSIBILITY AND THE CONSTRUCTION PHASE TO COMPLY WITH THE REGULATIONS AND REQUIREMENTS OF THE ��_ i� LIABILITY THEREFROM. OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION.THIS SHALL INCLUDE,BUT ARE NOT LIMITED TO: _ pip 6. ALL STRUCTURAL STEEL SHALL BE A-36 AND SHALL BE PROVIDING FOR ADEQUATE AND PROPER BRACING,SAFETY RAILINGS AND SECURE FOOTINGS FOR ALL ® / 1 F,l�� [� -',S ATE p FABRICATED AND INSTALLED AS PER LATEST A.I.S.C. TEMPORARY SCAFFOLDING,STAIRS,ETC.,AS WELL AS PERMANENT CONSTRUCTION. k I-7 A f SPECIFICATIONS. 17.FIGURED DIMENSIONS SHALL GOVERN.DO NOT SCALE DRAWINGS.WHERE DIMENSIONS ARE .� 7. ALL DRYWALL SHALL BE U.S.G.NATIONAL GYPSUM CO.5JB" ESTABLISHED BY EXISTING CONDITIONS.EACH CONTRACTOR SHALL VERIFY EXISTING CONDITIONS \SEE ET. 1 i ��ly U ICK UNLESS OTHERWISE NOTED. PRIOR TO ORDERING MATERIALS AND COMMENCING WITH WORK _ e THI . C 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.8 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 UNDERWRITERS CERTIFICATE .� 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 SET. 1 (p���7QUIR 10.THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR CUTTING, IN A LEGAL MANNER ON A WEEKLY BASIS OR SOONER IF CONDMONS WARRANT. / 1\OO Cross 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 MAKE ITS 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. ut11itysloe for rJO.10scieW-- - --i CONDUIT FROM 3q FLANGE NUT ARRAY V i I Utility SbI(or 114. i L 1 h=_4head bC4t `'b-}It7f 3/B• k 8 t-' yc'x 3}�z"LAG BOLT W/ � I r=. � '?� �_.� E \ '1.i'.r frn-ding txdl i LOCK WASHER INVERTER INVERTER J L-FOOT TO SECURE THRU ROOF FEE:__,,- - MATERIAL TO MEMBER(TYPICAL) , p, Si ri=iiT AT y L-FOOT ADJUSTABLE SLIDER.USE 65-4_0' _ "•.rl 1-'dii� ?i{E Ys"X 39°LAG BOLT W/ ONE BENEATH EACH L-FOOT.LOCK WASHER - r DC METER ^ WIRING GUTTER 1• :ii i " ;� ! ;�D NOTE:ROOF SHEATHING AND W FLANGE NUT tiy. - /' MIATERIALS ARE NOT SHOWN O DISCONNECT FOR CLARITY FOE SERVICE 2. RM sG 3 'i L'uP1'iSlt�Ci PANEL I p RAIL SPLICE a SELF-DRILLING AC AC DC d• I�pJ�vL!-M1'I�-' pp Ep -y SCREW(NO.10 x%")USE 4 PER 4. FINAL - C' -IT.1U. I� f'd41J�1 SPLICE _r �r^ Roof peakI ROOF RAFTER MEMBER(SEE ROOF BE ���`•,!-- V 1 C.O. TRUSS SECTION FOR EXACT SIZE) ALL COi�!S! I_.'..„!vN oHNl_L BEET THE TYPICAL RISER DIAGRAM REOUIREMEN S ;O THE CODES OFNEW N.T.S.- YGRK STATE. N I RF�SPGf�iS13LE FOR MHTO RIALO SECURE THRU ROOF TO MEMBER(T'1'PICAL) RISER DIAGRAM SHOWN FOR REFERENCE DESIGN OR' iiivST ?liaTiO�� ERRORS. 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. TRUSSFS CTIONFORFTER ER(SEE EXACTSIZE)ROOF governing codes applicable at the time of submission conforms with reasonable standards Revision 3 TYPICAL CONNECTION DETAIL 1 ALL ROOF PENETRATIONS ARE TO SE 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 °'ef` °"'Sco` f� PACIFI O ENGINEERING PC as per ASCE7, Method 1: A(fig 6-2) 1.194 I (table 6-1) 1 ,f , P net =A Kzt I P ner3o (eq 6-2) K (sec 6.5.7) 1 Pnet30(fig 6-3) -47.9 ��'(s A P C )_ IJ PO 13ox 1448, SAYVILLE, NY 11782 CLIMACTIC AND Wind Speed, Live load, Maximim co PpyP AC/A' O Tel: 631-988-0000 Fax: 631-382-8236 EKtail: a i►neer@ aCFC0evtgirneeriyt .cows point pullout fastener * yr ogY°'°j°"for sties GEOGRAPHIC DESIGN Category 3 sec gust, pnet30 per Fastener type O CRITERIA mph ASCE 7,psf load,lb spacing along rails,in John Kelly Roof Section A C 120 58 572 5/16"dia screw, 3-1/2"length 48 N -fit w 680 Halls Creek Drive, Mattituck, NY 119s2 `^ ��.oO t - 4u Pr jest Deacriptf- J B 31 306 5/16"dia screw, 3-1/2" length 48 0%AN p PROPOSED SOLAR ENERGY INSTALLATION ,4 661 82 �� Dr°wing Dan7pUo. OFESSIONP� JaENERAL NOTES, ROOF SECTION, DATA, DETAILS AND SPECS DMs --- 02/28/2o AS NOTED 1 of 2 a M, w �',W.r k ram a roar .1 Vgig a�gg rrnrn w V- kl� 59.1' 19 $_ [,ml a= rsp 39 .1 ',5 g.1' 01, z 5.mi 30,— ONKWJ T�'1 � t pow [ppoonnrpN r��a.rN C o N Cgqnxvu N [yyccceenN [saa N s, KE5 MI IM15 IIQ15 IM 4275 APIs 16'— q n a I rycc,.w M.1' [ r w r w qnm N r n w rr«eo w r w r w r a r�.r �a.r 37r31r �a r9.1 :iar FM Ms �RI��� a- IT r�eo � MD wo rM Imp s, M5 MIS Piers M5 CIS M15 r4)s ak s0 ryam PJ Kim a•.x+.r ram a s re)o ra75 Rio 4 mR au ass �'.54x Pam a 34 5u ]`i rV .F-- 1 3+— 9" •— ROOF LAYOUT PA I RCO ENGINEERING P PV Panel -(S OF NE PO 13ox 1448, SAYOLLE, NY 11.782 A g �j �pH Pq �{- Tel: 631— ?88-0000 Fax: 631--382-8236 Emait: ev�giv>.eer@ aeificoev�gimeriln .eom * Q�P C��� 0� p .P[ptCL 5 Kyocera Kyocera r John Kelly PANEL: KD210 KD210 0 QTY: 14 28 Z '¢1 68o Halts Creek Drive, Mattituek, NY 21952 `^ ^/ LENGTH: 59.1 in 59.1 in ^� PROPOSED SOLAR ENERCrY INSTALLATION //-- .00 I have reviewed the roofing structure at the subject address.The structure can support the additional weight '�,9 6661 �� Drawing Dta ipa- of the roof mounted system.The units are to be installed in accordance with the manufacturer's installation WIDTH: 39 in 39 in OF �,� GENERAL NOTES, ROOF SECTION, DATA, DETAILS AND SPECS instructions.I have determined that the installation will meet the requirements of the 2007 NYS Building FSS I ON P' Dat4 sm)e: Code,and ASCE7-05 when installed in accordance with the manufacturer's instructions. WATTS: 8820 02/28/10 AS NOTED 2 of 2 r GENERAL NOTES Roof section A B mean roof height 14 ft 14 ft ALL CONSTRUCTION S>A -'" pitch 4 1/2 in/12 7 1/4 in/12 i;i��i';`U i C : MEET THE REQ� 1 1. CONTRACTOR SHALL CHECK AND VERIFY ALL CONDITIONS AT THE 11.THE OWNER SHALL SELECT ALL FINISH MATERIALS AND COLORS. roof rafter 2x8 2x8 �j�(j I-'}(STATE SITE PRIOR TO STARTING TO WORK AND SHALL FAMILIARIZE 12.THESE DRAWINGS AS INSTRUMENTS OF SERVICE ARE AND SHALL CODES OF 1 A' �l I V& HIMSELF WITH THE INTENT OF THESE PLANS AND MAKE WORK REMAIN THE PROPERTY OF THE ENGINEER WHETHER THE PROJECT rafter spacing 16 in OC 16 in OC AGREE WITH SAME. FOR WHICH THEY ARE MADE IS EXECUTED OR NOT. THEY ARE Reflected roof rafters an 13.5 ft 10.0 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 1(1} max allowable 16.8 ft 1 5. 6.8 ft Table R802. APPROVALS,ETC.,FOR WORK PERFORMED FROM AGENCIES HAVING APPROPRIATE COMPENSATION TO THE ENGINEER. COIIar tie 6.8 UNDERWRITERS CERTIFICATE:. JURISDICTION THEREOF,IF REQUIRED. 13.CONTRACTOR SHALL PROTECT,PATCH AND REPAIR ALL EXISTING WORK ADJACENT TO HIS WORK, 2x43. ALL WORK SHALL CONFORM TO N.Y.S.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 OC -REQUIRED 4. ALL METHODS OF CONSTRUCTION ARE TO BE CAREFULLY SAFEGUARDS,ETC.,AS REQUIRED FOR THE PROPERF�(ECUTIONOFTHEIRWORK. SUPERVISED BY THE CONTRACTOR.5. IF IN THE COURSE OF CONSTRUCTION A CONDITION EXISTS 15.CONTRACTOR TO EFFECT AND MAINTAIN INSURANCE,I.E.CONTRACTOR'S LIABILITY,WORKMAN'S 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. ft {� SHOULD HE FAIL TO FOLLOW THIS PROCEDURE AND CONTINUE 16.EACH SUBCONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING SAFETY ON THE JOB SITE DURING F 1 7 �°.(_� WITH THE WORK,HE SHALL ASSUME ALL RESPONSIBILITY AND THE CONSTRUCTION PHASE TO COMPLY WITH THE REGULATIONS AND REQUIREMENTS OF THE ��. o C kj. I j .-I CY OR 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 RAILINGSAND SECURE FOOTINGS FOR ALL UNLAWFUL FABRICATED AND INSTALLED AS PER LATEST A.I.S.C. TEMPORARY SCAFFOLDING,STAIRS,ETC.,AS WELL AS PERMANENT CONSTRUCTION. ® tG 2 E��I SPECIFICATIONS. 17.FIGURED DIMENSIONS SHALL GOVERN.DO NOT SCALE DRAWINGS.WHERE DIMENSIONS ARE --�\ 7. ALL DRYWALL SHALL BE U.S.G.NATIONAL GYPSUM CO.5(8' ESTABLISHED BY EXISTING CONDfnONS,FACH CONTRACTOR SHALL VERIFY EXISTING CONOfiIONS SEE O ET. I a 1`?e ! " , ( T C E RT I F 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 1 CODES& REGULATIONS. PHASES OF ADJACENT FACILITIES OPERATIONS SHALL BE MAINTAINED DURING CONSTRUCTION. 1 ( ; i J 9.ANY DEVIATION FROM THESE PLANS WITHOUT THE WRITTEN CONTRACTOR SHALL KEEP SITE FREE OF CONSTRUCTION DEBRIS AND KEEP SITE FULLY ACCESSIBLE I HE PUBLIC DURING HOURS OF OPERATION. \ CONSENT OF THE ENGINEER WILL NEGATE THE ENGINEER'S TO T c CERTIFICATION OF THESE PLANS. 19.CONTRACTOR TO REMOVE ALL DEBRIS CREATED BY THIS WORK FROM THE SITE AND DISPOSE OF SEE D ET. 1 10.THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR CUTTING, IN A LEGAL MANNER ON A WEEKLY BASIS OR SOONER IF CONDITIONS WARRANT. Roof Cross 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 MAKE ITS 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. Utility EIol for No 1 Ectew j CONDUIT ipr. ti "f P� FROM y FLANGE NUT ARRAY S� C)0 Utility Slnl foM 114' LA I E: /�-3 �� J ��J i M1=�;C}1?Od bollsMi,l(��r 318" - ��x 3)�°LAG BOLT W/ C/' �— ' (r*71irg boll t`, j LOCK WASHER FEE: ".M-.__ _ INVERTER INVERTER NC T IFY L%'_�­ AT -. .. L-FOOT TO SECURE THRU ROOF E s. MATERIAL TO MEMBER ) - R i (TYPICAL 765-1802 FGI l FOLLOW3: �., r#---L-FOOT ADJUSTABLE SLIDER.USE �2 k OYa'LAG BOLT W/ �-�. - - y ONE BENEATH EACH L•FOOT. I , DC 1. FGI.is H r, LOCK WASHER METER WIRING GUTTER r� FOR(�P�()_lI -;' , T-' '° _ I NOTE:ROOF SHEATHINGAND O 2. ROUCH - _ t; ' '-SING s - _ F L<J Ijr�: f 'A- MATERIALSARE NOT SHOWN - i^ /a FLANGE NUT / DISCONNECT FOR CLARrrY 3. INSULKi'I01,: SERVICE 1 ,i,ti, MUST (, PANELRAIL SPLICE 4. piPyAL - GG;'• .1M� , 14u51 _ / I SCREW(NO.aOx )USE 4 PER [AIC AC DC BE COP>'i-PLE _= M J. SPLICE ,•.+ ,EE l Roof peak ALL CONSTRU,I TIr'r, S :ti- LL i�1��T THE ROOF RAFTER MEMBER(SEE ROOF I ri: I r-C TRUSS SECTION FOR EXACT SIZE) REQU REIMEN i•S ..� �. s�DE�OF I�EVV , ! TYPICAL RISER DIAGRAM YORK STATE. NOT � QPONS!BLE FOR 1_•-------..�------._- .I� -„i vTiON ERRORS.QESI�N O' CON"L-FOT TO SECUREROOF MATTERIAL TO MEMBERR(TYPICCAL) 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 TRUSS SECTION CTIONFOREXACTSIZZEFTER MEMBER(SEE F 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 Wew-1 SwF A PACIETO EN INEERIN Pas per ASCE7, Method 1: A Mfg 6-2) 1.194 I (table 6-1) 1 P net =A Kzt I P net3O (eq 6-2) Kt(sec 6.5.7) 1 Pnet30(fig 6-3) -47.9 �EOF N PO Box 1448, SAYVILLE, NY 1178,2 CLIMACTIC AND Winds eed, Live load, Maximim CO PLPH P Tel: 631- ?88-0000 FAX: 631-382-82-36 Ewtail: evLgivLeer@ aciFicoey% iKeer1ng.com p point pullout fastener O GEOGRAPHIC DESIGN Category 3 sec gust, pnet30 per Fastener type ,� v p CRITERIA mph ASCE 7,psf load,lb sparailsa�ong O Jokn Kefly Roof Section A C 120 58 572 5/16"dia screw, 3-1/2" length 48 m ` ' 680 Halls Creek Drive, Mattituck, NY z1952. `^ _ .OD •t{- _ Project Du�ph'mi: J B 31 306 5/16"dia screw, 3-1/2"length 48 A �_� PROPOSED SOLAR ENERGY INSTALLATION '9 66182 O� GENERAL NOTES, ROOF SECTION, DATA, DETAILS AND SPECS FSS I O N P�- D°tG SmMc 0,2/28/20 AS NOTED . 1 of z rv.5w F MM it r6'19 a a� IZZ g� rig"e w t km E?Wv man rn 1 SUN rm"w KIM � 021, g 4CIS ..Fa go S a� 38'— O° yec[[�w �#t�ON rR-w w rimw r R w r w rp w [lF@ �1��.t• �Y gLI• 3J• SA.�• IJ•[A.I• F•SQI• ]�•[:A.�• rIQI� M 11M W t" Me S r�Is Qr'b CIS �S rl�a �S 1 4I1 w cy��tto.o �'t ..� [ [ w C N C Rrw C Raw [ w C w C mw oil 11 50-11 Ms MM rm�tu rruu°io M �n rrto Imp g� MIS MIS tiP)5 SI475 WS M r@1S a. yC0a@ M,:.w t r¢m59.1. ONE s t1R10 a� a� ryurro w e mVs a- 341_ 5 11 0.1 12L71 'c� 13' 9' ROOF LAYOUT Praref—'RAI PACIFICO ENONEERINQ PC PV Panel P—r- OF/VFW PO Sox 1448, SAYVILLE, NY 11782 A B *5 �PLpH PACT �O Te(: fo31-988-0000 Fax: 632-382-8236 Email: engilneer@ acificoehgineerin .covsn 0 oar Pr jcct or. 5 ccd n Vy^ Kyocera Kyocera ci i' o John Kelly PANEL: KD210 KD210 z QTY: 14 28 N 680 Haf(s Creek Drive, Mattituck, NY z1952 Pr jest Vmripd— J �� OD LENGTH: 59.1 in 59.1 in -o �Jr 111=�' PROPOSED SOLAR ENERGY INSTALLATION I have reviewed the roofing structure at the subject address.The structure can support the additional weight �Q 6182 ��� Drawing Duenpdon of the roof mounted system.The units are to be installed in accordance with the manufacturer's installation WIDTH: 39 in 39 in F FgSI D N A�� GENERAL NOTES, ROOF SECTION, DATA, DETAILS AND SPECS instructions.I have determined that the installation will meet the requirements of the 2007 NYS Building Dt sed4 Code,and ASCE7-05 when installed in accordance with the manufacturer's instructions. WATTS: 8820 02/28/10 AS NOTED 2 of a tr1tXA 4�1' HARBOR VIEW AT MATTITUCK FILE No. 8377 FILED AUGUST•21 , '1987 SIT UA TED A T MATTITUCK TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000- 1 15- 17- 17.22 SCALE 1"=30' SEPTEMBER 24, 1996 L°T 7 s AREA = 40,906.32 sq. ft. 1 4 PCP 0.939 cc. NOTE • ' REFER TO FILED MAP Loa A FOR TEST HOLE DATA. '70 2. EXISTING ELEVATIONS SHOWN THUS:.%W ARE REFERENCED TO AN ASSUMED DATUM. • 3. MINIMUM SEPTIC TANK CAPACITIES FOR A 1 T Erl�`- � 0 4 BEDROOM HOUSE IS 1,000 GALLON. e0vo , / 1 TANK; 8' LONG, 4'-3" WIDE, 6'-7" DEEP 4. MINIMUM LEACHING SYSTEM FOR A 1 TO 4 BEDROOM HOUSE IS 300 sq ft SIDEWALL LOT 9g 1 POOL; 12' DEEP, 8' dia. ti I \ i • y _,yp p� ` .� � "' P� / / �// f�� ICON • '7� `�� C� ogeo° " z' v� . • • ' TEST HOLE DA TA � � . • oARa SRO" SAND' a . � BROWN Lawn sA►« • 1,0 zF' �- _G�ayp0 VON .�d • f , a • A��R \N • 3, a �' of N �aNc. 6g54 U vet\C BROWN SANDY cuI cy `� e ? CpN .• • Ly L=62.83' , • CERTIFIED TO: CHICAGO TITLE INSURANCE COMPANY a e F RU BROWN ME d •• TITLE No. 9708-00476 To SAND AL I CE S. KELLY .a JtGr- �r UNATHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. COPIES OF THIS SURVEY MAP NOT BEARIN THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDEF TO BE A VALID TRUE COPY. CEFICATION�Za INDICATED HEREON SHALL ONLY TO THESPERSON FOR WHOM THE St IS PREPARED. AND ON HIS BEHALF TO TI- TITLE COMPANY, GOVERNMENTAL AGENCY A LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTI TUTION. CERTIFICATIONS ARE NOT TRANSFE THE EXISTENCE OF RIGHTS OF WAY AND/OR EASEMENTS OF RECORD, IF ANY, NOT SHOWN ARE NOT GUARANI i PREPARED IN ACCORDANCE WITH THE MINIMUM STANDARDS FOR TITLE SURVEYS AS ESTABLISHED Joseph A. n e n BY THE LIALS. AND APPROVED AND ADOPTED FOR SUCH BY THE NEW YORK STATE LAND TITLE, A.INLand Surveyor C o i — VO I Title Surveys — Subdivisions — Site Plans — Construction' PHONE (516)727-2090 Fax (516)722- I OFFICES LOCATED AT !NAILING AM N.Y.S. Lic. No. 49668 One Union Square P.O. Box 1' Aquebogue, New York 11931 Riverhead, New Yc