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HomeMy WebLinkAbout37356-ZTown of Southold Annex P.O. Box 1179 54375 Main Road Southold, New York 11971 10/25/2012 CERTIFICATE OF OCCUPANCY No: 36025 Date: 10/25/2012 THIS CERTIFIES that the building SOLAR PANEL Location of Property: 1200 Skunk Ln, Cutchogue, SCTM #: 473889 Sec/Block/Lot: 97.-3-11.7 Subdivision: Filed Map No. conforms substantially to the Application for Building Permit heretofore 7/2/2012 pursuant to which Building Permit No. 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. Lot No. filed in this officed dated 37356 dated 7/11/2012 The certificate is issued to Armstrong, Jeremy & Rivera, Maria (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. PLUMBERS CERTIHCATION DATED 37356 9/11/12 A/~fi ff~ d ~/gnature TOWN OF SOUTHOLD 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 #: 37356 Date: 7/11/2012 Permission is hereby granted to: Heffernan, Dennis & Heffernan, Suzanne PO BOX 464 Cutchogue, NY 11935 To: install an electric Solar Panel system on an existing single family dwelling as applied for At premises located at: 1200 Skunk Ln, Cutchogue SCTM # 473889 Sec/Block/Lot # 97.-3-11.7 Pursuant to application dated To expire on 1/10/2014. Fees: 7/2/2012 and approved by the Building Inspector. SINGLE FAMILY DWELLING - ADDITION OR ALTERATION CO - ALTERATION TO DWELLING Total: $50.00 $50.00 $100.00 (- v~ilding Inspector Form No. 6 TOWN OF SOUTHOLD. BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OccUPANcY Trig 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 namra} or · topographic features. 2. Final Approval from Health Dept. of water, supply and sewerage-disposal (S-9 form). 3.. Approval of electrical ~tallation from Board 6fFire Underwriters. 4. 'Sw.orn statement from plumber certifying that tho solder used in system contains less than 2/10 of 1% lead.. $. Commercial building, industrial building, multiple residences and similar buildings and installations, a certificate of Code ComPliaace'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) fion-conforming uses, or buildings and "Pre-existing" land usesf 1. Accurate survey of proPerty showing· ali property lines, stre~s, building and. unuSUfil natural or topographic features. · 2. A properly ~9.mp!eted application and con, sent 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 I. Certificate of Occupancy - New dwelling $50.00, Additions to dwelling $50.00, Alterations to dwelling $50.00, Swimmir~g pool $50.00, Accessory building-S50.00, 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 New Construction: Old or Pre-existing Ruilding: Location of Property: '! House No. Street (check one) " Suffolk .County Tax Map No 1000, Section r'~,_~ q Subdivisibn "- Permit Blo. ~./~q~ Date of Permit. Block Filed Map. Applicant: Lot Health Dept. Approval; Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Fee Submitted: $ ~ ,~ Final Certificate: (check one) Applicant Signature Town Hall Annex 54375 Main Road P.O. Box 1179 Southold, NY 11971-0959 Telephone (63 !) 765~ 1802 Fax (631) 765-9502 ro.qer, dchert~,town.southold.ny, us BUILDING DEPARTMENT TOWN OF' SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Rivera (Heffernan) Address: 1200 Skunk Lane City: Cutchogue St: NY Zip: 11935 Building Permit #: 37356 Section: 97 Block: 3 Lot: 11.7 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Sunation Solar Systems License No: 44104-6 SITE DETAILS Office Use Only Residential ~ Indoor ~ Basement ~ Service Only ~ Commerical Outdoor 1 st Floor Pool New Renovation 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Servicelph ~ Heat ~ DuplecRecpt ~ Ceiling Fixtures ~ HID Fixtures ~ Service 3 ph Hot Water GFCI Recpt Wall Fixtures ~.~ Smoke Detectors Main Panel NC Condenser Single Recpt Recessed Fixtures ~ CO Detectors Sub Panel NC 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, 24-SunPower230 panels, 1-SunPower 7000 inverier, 7848 watt system Notes: Inspector Signature: Date: Sept 11 2012 81-Ced Electrical Compliance Form.xls INSPECTION [ ] FOUNDATION 1ST [ ] FOUNDATION 2ND [ ] FRAMING/STRAPPING [ ] FIREPLACE & CHIMNEY [ ] ROUGH PLBG. [ ] INSULATION [ ] FINAL [ ] FIRE SAFETY INSPECTION ] FIRE RESISTANT PENETRATION [ ] FIRE RESISTANT CONSTRUCTION [ [ ] ELECTRICAL (ROUGH) ~ ELECTRICAL (FINAL) REMARKS: '1l DATE INSPECTOR~ Fisher Engineering Services, P.C. PO Box 30 · Oakdale · New York 11769 Phone: (631) 563-9028 October 9, 2012 Building Department Subject: Engineer Statement for Solar Roof Installation Rivera/Armstrong Residence: 1200 Skunk Lane Cutchogue, New York Permit: 37356 OCT 2 4 2012 BLDG DEN-. TOI,¥FI OF gOi;fHOl D I 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. 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. Sincerely, William G. Fisher, P.E. Licensed Professional Engineer Architectural Design · Residential · Light Commercial Additions · Extensions · Conversions Construction Estimates / Oversight · Expediting · Inspections TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL SOUTHOLD, NY 11971 TEL: (631) 765-1802 FAX: (63 I) 765-9502 SoutholdTown. NorthFork.net Examincd Approved Disapproved a/c rl/l l , 2o 12 ?J 1(, 20 t Expiralion /11,20 PERMIT NO. JUL - 2 2012 BLDG. DEPI. TOWN OF SOUIHOLD BUILDING PERMIT APPLICATION CHECKLIST Do you have or need the following, before applying? Board of Health 4 sets of Building Plans Plamfing Board approval Survey Check Septic Form Fc'"xl N.Y.S.D.E.C. F~  Stom~-Waler Assessment Form uontact: ~, ~ I Budding Inspector APPLICATION FOR BUi'LDING PERMIT Date INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to thc 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. Thc 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 bc kept on thc premises available for inspection throughout the work. c. 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 thc 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 thc 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 thc 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, anti to admit authorized inspectors on premises and in building for necessary inspections. OCCUPANCY OR , ~ ~- ,r~ IIk II AtAICl I~ (Signature of applier or name, ifa corporation) Ib,UlXiC vvr . z. .- ELECTRICAL INSPECTION REQUIRED '-- ..... (Mailing addreSs/of applicant) State whether applicant is owner, lessee, agent, arclmect, engineer, general contra~'~,~A~,~, or builder Name ofownerofpremises /t/~aW/~C ///,/t,.r~~ FEE ,~- BY~ FOLLOW6 INSPECTIONS: If applicant is a co~oration, s~e of duly authorized officer 1. (Name and titl~ o~rat~ Officer)~ ,/ .~ 2 4. Builders License No. Plumbers License No. FOUNDATION - TWO REQUIRED FOR POURED CONCRETE ROUGH- FRAMING PLUMBING, STRAIn'lNG, ELECTRICAL & CAULKING INSU[.AT~ FINAL- CONSTRUCTION & ELECTRICAL MUST BE COMPLETE FOR C.O. Electricians License No. Other Trade's License Location of land on which proposed work will be done: House Number Street ALL (X)NSll~I~TION SHALL MEET l'flE REOUIEEMENT~ OF THE COl)ES OF NEW YORK SLATE NOT RESPONSIBLE FOR C~I~SI~I OR O0~Tm. lCllON ~'I~IORS. Hamlet County Tax Map No. 1000 Subdivision Section Lot Lot State existing use and occupancy of premises arm intencled use and occupancy of proposed construction: a. Existing use and occupancy ,~3~; O/e,~'/7~ / b. Intended use and occupancy ~ ,,r'fo/e/-q/--/'a/ Nature of work (check which applicable): New Building Repair Removal Estimated Cost ~ ~ ~ 30~ ! If dwelling, number of dwelling units If garage, number of cars Addition Alteration Demolition Other Work t-,r-~/Jb/ar' ~;I*,Oe/.r ~/t rc, o Fee ~ t/OO ~Description) · - I~t. (To be paid on filing this application) Number'~Vdwelling units On each floor 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front Height Number of Stories Rear Depth Dimensions of same structure with alterations or additions: Front Depth Height Number of Stories Rear 8. Dimensions of entire new construction: Front Height Number of Stories Rear Depth 9. Size of lot: Front Rear Depth I 0. Date of Purchase Name of Former Owner 1 !. 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 1//Will_. excess fill be removed from premises? YES 14. Names of Owner of premises /'/~f'/,n ,k~t't/e'r,a_ Name of Architect Name of Contractor ,f'/~'tlZt450h 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS iMAY BE REQUIRED. b. Is this property within 300 'feet ora tidal wetland? * YES NO ~/' * lF YES, DE.C, PERMITS MAY BE REQUIRED. NO 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, PROYrDE A COPY. STATE O~F-N~'9~'RK ) ~_~;~:';:~i.~ [~Y~:R:' ~ being duly sworn, deposes and says that (s)he is the applicant (~~, ~ent, Co.orate O~ccr, crc.) of said owner or o~ ~8~:~g~ ~ed ~o perform or have pe~o~ed the said work a~d ~o make and fil~ this applicafiou; flm~ ali smtc~s$~~ ~-~~~arc ~e ~o ~he bes~ of bis knowledge and belief; a~d tha~ thc work will pcrfo~c~ m~r~i~g~~lx~tion filed therewith Sworn to before me ,~0 ~ day of Notary Public ~OV~a~v ~ ,e~g~ ~ ~ ~ Sig~lx~f Applicant Town Hall Annex 54375 Main Road P.O. Box 1179 Southold, NY 1197 !-0959 Telephone (631) 765-1802 Fax (631 ) 765-9502 October 1,2012 De~s H~'ernan PO B o-'x24.,6.4 Cutch~aue,"~Y 11935 Re: BUILDING DEPARTMENT TOWN OF SOUTItOLD 1200 Skunk Lane, Cutchogue TO WHOM IT MAY CONCERN: The Following Items Are Needed To Complete Your Certificate of Occupancy: **Note: Please submit Certification by an Architect or Engineer showing the fastening of the Solar Panels to the roof meets 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. BUILDING PERMIT: 37356- Solar Panels Town Hall Annex 54375 Main Road P.O. Box 1179 Southold, NY 11971-0959 Telephone (631) 765-1802 Fax (63 l) 765-9502 October 5, 2012 BUILDING DEPARTMENT TOWN OF SOUTHOLD SuNation 1217 Montauk Hwy Oakdale, NY 11769 Re: 1200 Skunk Lane, Cutchogue TO WHOM IT MAY CONCERN: The Following Items Are Needed To Complete Your Certificate of Occupancy: NOTE: Please submit Certification by an Architect or Engineer showing the fastening of the Solar Panels to the roof meets 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. BUILDING PERMIT: 37356 - Solar Panels Town Hall Annex 54375 M~in Road P.O. Box I179 Soul,old, NY 11971-0959 Telephone (631) 765-1802 ro er ' (631) 76 ~ fl .nchert(~,t~ (w~.so~(~.ny. us BUrl.DING DF_~ARTMENT TOWN OF SOl.rrHOI.~ APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: :~-,'~1~ Company Name: , Name: ~%x:)~ ~ ~3~'~ . Li~nse No.: ~( o~ ~., 'Phone No.: ~1- Date: JOBSITE INFORMATION: (*Indicates required information) *Name: *Address: ..... J~cx3 *Cross Street: / - ~ ~ I. *Phone No.: Tax. Map Dist~ct: ~000 . Section: ~ , ." ' Block: *BRIEF DESCRIPTION OF WORK (Please Print Cleady) ~L~T-~~,J Lot: II, '7 [- (Please Circle All That Apply) *Is job ready for inspectiOn: *Do. you need a Temp Certificate: Temp Information~d} ~Service Size: ~ 3PhaSe *New Service: Re-connect Additional Information: 100 150 200 Underground Number of Meters 300 350 400 Other Change of Service~ PAYMENT DUE WITH APPLICATION 82-Request for Inspection Form This cedifies that the bearer is duly licensed by the County of Suffolk Cli~ord Colcman sUFFOLK cOUNTY DEPARTMENT OF CONSUMER AFFAIRS MASTER ELECTRICIAN SCO'FI' A MASK]N SUNATION SOl. AR sYSTEMS INC 33412-ME 06/01/2013 Suffolk County Department of Consumer Affairs VETERANS MEMORIAL HIGHWAY DATE ISSUED: 3/6/2008 SUFFOLK COUNTY * ItAUPPAUGE, NEW YORK 11788 No. 44104-H Home Improvement Contractor License This is to certil\, that SCOTT A MASK1N doing business as SUNATION SOLAR SYSTEMS INC having furnished the requirements set fimh in accordance with and subject to the provisions of applicable laws. rules and regulations of the County of Suffblk. State of New York is hereby licensed to conduct business as a HOME IMPROVEMENT CONTRACTOR. in the County of Sut'folk. NOT VAL}I} WITHOUT DEPARTMENTAL SEAL AND A CURRENT CONSUMER AFFAIRS ID CARD Additional Businesses License Catcgot.'y Other C~fissioner - ' 20% EFFICIENCY SunPower E20 panels are the highest efficiency panels on the market today, providing more power in the same amount of space MAXIMUM SYSTEM OUTPUT Comprehensive inverter compatibilily ensures that customers can pair the highesF efficiency panels with the highest-efficiency inverters, maximizing system output REDUCED INSTALLATION COST More power per panel means fewer panels per install. This saves both time and money. RELIABLE AND ROBUST DESIGN SunPower's unique MaxeonTM cell technology and advanced module design ensure industry-leading retiabilily MAXEON" C ELL TECHNOLOGY Palented aJl-back-conlacl solar ceil, providing lhe industry's highest efficiency and raJiabiJily SERIES THE WORLD'S STANDARD FOR SOLAR ~ SunPowerTM E20 Solar Panels provide today's highest efficiency and performance. Powered by SunPower MaxeonT'~ cell technology, the E20 series provides panel conversion efficiencies of up to 20.1%. The E20's Iow vohage temperature coefficient, anti-reflective glass and exceptional Iow-light performance attributes provide outstanding energy delivery per peak power watt. SUNPOWER'S HIGH EFFICIENCY ADVANTAGE 20% 15% 10% 5% [HIN FILM CONVENTIONAL SERIES SERIES SERIES sunpowercorp.com c( )us MODEL: SPR-327NE-WHT-D ELECTRICAL DATA M~sured at S~ancio d Tes Cond or~s [STC): i adiance of ]OOOW/m2, AM 1 5, and cell I~mperature 25~' C Peak Power (+5/-3%) Pmax 327 W Celt Efficiency ri 22.5 % Panel Efficiency rl 20.1% Rated Voltage Vmpp 54.7 V Rated Current Impp 5.98 A Open Circuit Voltage Voc 64.9 V Short Circuit Current Isc 6.46 A Maximum System Voltage UL 600 V Temperature Coefficients Power (P) - 0.38%/K Voltage (Voc) -176.6mV/K Current (Isc) 3.5mA/K NOCT 45° C +/- 2° C Series Fuse Rating 20 A Grounding Positive grounding not required MECHANICAL DATA 96 SunPower MaxeonT~ cells High-transmission tempered glass with anti-reflective (AR) coating IP-65 rated with 3 bypass diodes Dimensions: 32 x 155 x 128 mm 1000 mm cables / Multi-Conlact (MC4) connectors Anodized aluminum alloy type 6063 (black) 41.0 lbs (18.6 kg) Solar Cells Front Glass Junction Box Output Cables Frame Weight I-V CURVE 7 6 leOOW/m~ 5 .~ 4 800 W,'m' 3 2 1 20O W/rn~ 0 0 ! 0 20 30 40 50 60 70 Vo~,ee (v) Current/voltage characteristics with dependence on irradiance and module temperature. TESTED OPERATING CONDITIONS Temperature Max load - 40° F to + 185° F (- 40° C to + 85° C) 113 psf 550 kg/m2 (5400 Pa), front (e.g. snow) w/specified mounting configurations 50 psf 245 kg/m2 (2400 Pa) front and back (e.g. wind) Impact Resistance Hail: (25 mm) at 51 mph (23 m/s) WARRANTIES AND CERTIFICATIONS Warranties 25-year limited power warranty 1 O-year limited product warranty Certifications Tested to UL 1703. Class C Fire Roting DIMENSIONS MM (A) - MOUNTING HOLES (B) - GROUNDING HOLES (IN) 12X 06.6 [.26] lOX 04.2 [.17t END~ Please read safety and installation instructions before using this product, visit sunpowercorp.com for more details. © 201 I SunPower Corporation, SUNPOWER, Pr~ SunPower Logo, and THE WORLD'S STANDARD FOR SOLA, R, and MAXEON are trodernarb or registered Iradernarks S U n p owe rc o r p. c o rn of SunPower Corporation in the US and o~ner counlri~ as w~dl. ~1 Righls Reserved. Specifications included in this datosheet ore subject to change without notice. Document #001-65484 Rev* g / LTR_EN BENEFITS Reliable and Robust Design Proven track record for durability and longevity Effective Power Range Enables most systems to use a single inverter rather than multiple units Commercial Use Flexible AC voltage output and scalable building blocks create an easy solution for commercial applications High Efficiency Weighted CEC efficiency of at least 95.5% and peak efficiency of at least 96.5% Reduced Installation Cost Integrated DC disconnect with fuses lowers material costs and labor requirements Afl,active Aesthetics Integrated disconnect eliminates need for visible conduits to inverter SunPower SPR-5OOOm, -600Om, -7000m and .8000m inverters offer superior reliability and performance and can be easily integrated into residential or commercial installations. All models are backed by a 1 O-year warranty. SPR-5OOOm,-&OOOm' -7000m ~ ~~ sunpowercorp.com 1-800-SUNPOWER Electrical Data String Inverters SPR-5OOOm SPR-6OOOm SPR-7OOOm SPR-8OOOm AC Nominal Power 5000 W 6000 W 7000 W 7680 W @ 240 V 8000 W @ 277 V AC Max Output Cun'ent (@ 208V, 24 A, 21A, ! 8A 29A, 25A, 22A 34A, 29A, 25A N/A, 32A, 29A 240V, 277V}: AC Nominal 183-229 V~ 208V 183-229 Va 208V 183-229Ve208V N/A @ 208 V Voltage/Range 211-264VQ240V 211-264VQ240V 211-264V~240V 211-264V~240V 244- 305V ~ 277V 244- 305 V @277V 244- 305V @ 277V 244-305 V~277V AC Freq / Range 60 Hz/59.3 Hz- 60 Hz/59.3 Hz- 60 Hz/59.3 Hz- 60 Hz/59.3 Hz- 60.5 Hz 60.5 Hz 60.5 Hz 60.5 Hz (Nominal) 0.99 0.99 0.99 0.99 Peak Inve~m' Efr~ 96.8% 97.0% :97.1% 96.5% ..... "' .... 95.5% ~ 240 V 95.5% Q 240 V :96.0% ~ 240 V 96.0% ~ 240 V Efficlmlcy 95 5% ~ 277 V 96 0% Q 277V 96 0% ¢~ 277V 96 0% iJ 277 V .......................... ~E '_' '- ................. Maximum PV ~ 6250W 7500W 8750W 10000 W (Module @ IX:Input 250- 600 V 250- 600 V 250- 600 V 300- 600 V ¥oha~ Range Tradcing Vdlage 250 - 480 V 250 - 480 V 250 - 480 V 300 - 480 V Input Clm. e~ 21A 25A 30A 30A DC Volt~, Rippl, 4% 4% 4% 4~ No. of Fused Sh~ Inpu~ 4 4 4 4 Opemliae~igldlime <7W/0.1 W ........... _T~ Low frequency transformer Fused DC Dismmmd Standard; Complies wilh NEC Standards FJech'ical Grounding ' Configurable in Ih@ field wilh inlegrated grounding kit:. SunPowe~ Solar Panels: DC circuit posili~y grounded SPRm EFFICIENCY CURVES ~, 48o vdc ~ ,~ { . % of rated output power Mechanical Data SPR-5OOOm, SPR-6OOOm, SPR-7OOOm and SPR-8OOOm Shipping Dimensions 23.5" x 31.0' x 16.0' W x H x D ('mchesJ Unit Dim@edom WxHxD pnc:hes) 18.4' x 24.1" x 9.5' 141 lbs for SPR-5000m, L, wmdm' Weight -6000m and -7000m 148 lbs for SPR-8OOOm 148 lbs for SPR-5OOOm, SJlJpl~g We~ -6000m and -7000m i/152 lbs forSPR-8OOOm Forced Air / Sealed Coaling Electronics Enclosure Endaeln NEMA 3R Wall Mount Mmm~g Bracket Stondard . Tempm~re~ : -13 to +113 °F Warranty and Certifications W(Irtaldy 10 year limited warranty Compliance: IEEE-929, C, JlJflazliem IEEE-1547, UL 1741, UL 1998, FCC Part 15 A&B 18.4' 9.5' I Founded in 1_985; Sun.Power Corp. (Nasdaq: SPWRA, SPWRB) designs, manufactures a, nd delivers the planet's most powerful solar technology. Residential, business, government and utility customers rely on the company s experience and proven results to maximize return on investment. sunpowercorp.com Daamm~ # 001-16967 I~r~*B mm ~ SolarMount Technical Datasheet Pub 110818-11d V1.0 August 2011 SolarMount Module Connection Hardware ............................................................... 1 Bottom Up Module Clip ................................................................................................. 1 Mid Clamp .................................................................................................................... 2 End Clamp ..................................................................................................... 2 ........................................ ; ..... : ..... : .... ::.::3 L-Foot ............................................................................................................ 3 SolarMount Beams ....... , ............................................................................ :.::: .... :::::::::::4 Boltom Up Clip material: One of ~ fob3wing extruded aluminum alloys: 6005-T5, 6105-T5, 6061-T6 Ultimate tensile: 38ksi, Y'mld: 35 ksi F'mish: Clear Anodized Bottom Up C~ip ~ --0.031 r~s (14g) Allowable and design loads are valid when comlxxtents am UNIRAC documenls Use anti-seize and tighten to 10 fi-lbs of torque part I section 9 of Ute 2005 Aluminum Design Manual and Ihird- * NOTE ON WASHER: Install washer on bolt head side of assembly. mm~ (N) mm==, ~) ~' mm~ ~m) · T~, Y+ 1566 (6967) 686 (3052) 2.28 1038 (4615)~ 0.662 Transverse, Xt 1128 (5019) 329 (1463) 3.43 497 (2213) 0.441 Sliding, z+ 66 (292) 27 (119) 2.44 41 (181) 0.619 4 ¥ ',. Mid Clamp Beam ~,X Dimensions specified in inches unless noted ?a;;:-!o, 3020{}~C, 302002C, 3028020, Flange Nut Y & ~,X & .~ lt.,.-: Dimonsions sl:~ffi~l in inch~ unh~ not~:l · Mid clamp mi= One of the f k ng extruded aluminum alloys: 6005-T5, 6105-T5, 6061-T6 · Finish: Clear or Dark Anodized · Mid clamp weight: 0.050 lbs (23g) · Allowable and design loads are valid when componenls are assembled according to authorized UNIRAC documents · Values represent the allowable and design load capacity of a single mid clamp assembly when used with a SolarMount series beam to retain a module in the direction indicated · Assemble mid clamp wilh one Unimc %'-20 T-bolt and one %%20 ASTM F594 serrated flange nut · Use anti-seize and tighten to 10 fi-lbs of torque part I section 9 of the 2005 Aluminum Design Manual and third- party test results from an lAS accredited labomtow "Applied Load Average Allowable Safety ~ Reslatance Direction Urdmate Load Factor, Load Factor, lbs (~) mbs iN) FS rr~ IN) $ Tension, Y+ 2020 (8987) 891 (3963) 2.27 1348 (5994) 0.667 Transverse, 7+ 520 (2313) 229 (1017) 227 346 (1539) 0.665 Sliding, X~ 1194 (5312) 490 (2179) 2.44 741 (3295) 0.620 _Erie Clamp · End clamp material: One of the following extruded aluminum alloys: 6005-T5, 6105-T5, 6061-T6 · Ultimate tensile: 38ksi, Y'~qd: 35 ksi · Finish: Clear or Dark Anodized · End clamp weight: varies based on height: -0.058 lbs (26g) · Allowable and design loads am valid when components are assembled according to authorized UNIRAC documents · Values represent the allowable and design load capacity of a single end clamp assembly when used with a SolarMount series beam to retain a module in lhe direction indicated · Assemble wilh one Unirac %%20 T-bolt and one %'-20 ASTM F594 serrated flange nut · Use anti-seize and lighten to 10 fi-lbs of torque · Resistance factors and safety factom are determined according to part 1 section 9 of the 2005 Aluminum Design Manual and lhird- party test results from an lAS accredited laboratmy · Modules must be installed at least 1.5 in from either end of a beam Applied Load Average Allmeable Safety Design Resistance Direction Ultimate Load Factor, Loads Factor, mbs (m i~ (N) F$ ~ (N) · Tension, Y+ 1321 (5876) 529 (2352) 2.50 800 (3557) 0.605 Transverse, 7+ 63 (279) 14 (61) 4.58 21 (92) 0.330 Sliding, X~ 142 (630) 52 (231) 2.72 79 (349) 0.555 SolarMount Beam Connection Hardware L-Foot Y · L-Foot material: One of the following exlnJded aluminum alloys: 6005- T5, 6105-T5, 6061-T6 · Ultimate tensile: 38ksi, Y'mld: 35 ksi · Finish: Clear or Dark Anodized · L-Foot ~eight: varies based on height --0.215 lbs (98g) · Allowable and design loads am valid when components are UNIRAC documents · For the beam to L-Foot connection: · Assemble with one ASTM F593 %"-16 hex head screw and one ASTM F594 %'senated flange nut · Use a~ and tighten to 30 fi-lbs of torque 1 section 9 ofthe 2005 Aluminum Design Manual and third-party test sure to check load Ilmi~ for standoff, lag screw, or other Dimensions specified in inches unless noted ApPlied Load Average Satiny Design Resistance Direction Ultimate Allowable Load Factor, Load Factor, lbs (N) lbs (N) F$ lbs (N) $ Sliding, 7+ 1766 (7856) 755 (3356) 2.34 1141 (5077) 0.646 Tension, Y+ 1859 (8269) 707 (3144) 2.63 1069 (4755) 0.575 , Compression, Y- 3258 (14492) 1325 (5893) 2.46 2004 (8913) 0.615 Traverse, X~ 486 (2162)) 213 (949) 2~8 323 (1436) 0.664 Beams i'~ 3~1-3" '. Properties Units $olarll~unt SolarMount HD Beam Height in 2.5 3.0 Approximate Weight (per linear ft) plf 0.811 1271 Total Cross Sectional Ama in= 0.676 1.059 Section Modulus (X-Axis) ina 0.3.53 0.898 Section Modulus (Y-Axis) ina 0.113 0~21 Moment of Inertia (X-Axis) in4 0.464 1.450 Moment of Inertia (Y-Axis) in4 0.044 0.267 Radius of Gyration (X-Axis) in 0.289 1.170 Radius of Gyration (Y-Axis) in 0.254 0.502 SLOT ~ T-BOLT ~ ~ ~" HEX HEAD SCREW 2X SLOT FOR ~ SLOT FOR n-TUI .750 ~ Y ~'X SolarMount Beam 2.500 ~'X SolarMmmt HD Beam Dimensions specified in inches unless noted SURVEY OF PROPERTY SITUATE CUTCHOGUE O � TOWN OF SOUTHOLD SUFFOLK COUNTY , NEW YORK S . C . TAX No . 1000 - 97 - 03 - 1 1 . 7 SCALE 1 " =40' MARCH 8, 2005 DECEMBER 29, 2005 LOCATE 17" MAPLE TREE JANUARY 10, 2005 SET PROPERTY CORNER & FOUNDATION STAKES o APRIL 20, 2006 UNDER CONSTRUCTION SURVEY DECEMBER 1, 2006 FINAL SURVEY JULY 6, 2007 ADDED PROPOSED POOL HOUSE MARCH 12, 2012 UPDATE SURVEY AREA = 87,665 sq. ft. 2.012 ac. 1= a • NI 0 F JERRY SIANI Io & LORRY SCHULT :A r I(A LU "„i - '� CERTIFIED T0: 4 om. w 491 .75' mmi Z OLD REPUBLIC NATIONAL TITLE INSURANCE COMPANY Q w BANK OF AMERICA, N.A., ITS SUCCESSORS AND OR ASSIGNS 3 SPLIT RAIL FENCE _ • �, > JEREMY ARMSTRONG ' FENCE CHANGE m Q M A R I A RIVERS .' 0.8'N. m I r= CO Irn W i N 86°33'36" E STOCKADE FENCE GRATE I° KENSINGTON VANGUARD NATIONAL LAND SERVICES OF NY 4 o ENCE 0 o Q -0 ,.6s. W J�—SH pTla TITLE No.: 808829(O—NY—RP—KV) POST & WIRE FENCE WATER O m r— o I r METER t'T FENCE I i o. . W O 1.7'S. 3.4'E. R. W • 0 d a � .. WATER SERVICE O bI -0 0 I I m _ . 6-GRATE ° 4 .ed O m e W-- �W •d yllj m —mot . ASPHALT DRIvEWAY.a• d .°a.. m. • W BRICK f e m C i I _ o U) WALK I GATE y °• � Z O e - to 1 ' ^4 W I FUEL OIL F _ e m' � _ \ ' e ., 109.4' I CELLAR I FILL CAP . N ;0 . ENTRANCE a ya+ ~. d ... _ e _ W BRICK PATIO-_ 42.8 0 d . --- I z NEY v m \ 40• N NnNiSEPTIC vmil I',\/,I' r - J Q,' INGROUND POOL N w w -- 10 TANK LLJ 15.6' _l1 _ _74.9_(TO CORNER)-- O� r l a !v 3 n/o �` �' P� ELECTRIC U U o r o �� ARBORVITAE METER O Z Z Z 3 3S a �G ... I ° WW LW o 3.D'. 0 6 W�-... .......:....... r GI) 1-4GI w ' v~i j 3.0'� o3. z N e ROW y4F EVERGR �� ......::..:...�.�...... � O 78 EEN """"" O 18 O f, 5 � WOOD--' cv O o w `' W : O yy STEPS = `v o w I�' • •e N 4mr ROW OF EVER 6.9, o GENS r12 o 200.003 �3 32.4' 0 ZO ..d o Z lXo a 60 N pou' 0"zp :a 1Y IN m "U1 � e w ` o 5 _ ' Hf0 m Il y 41 o°O¢ m FOUND 30.3 o WIRE FENCE m I ARBORVITAE CONC. MON. E NC 12.1, 3 E 2.0'E. O r1 N 0.411 I FENCE 342.67 0.4'N. 1j ... ... N IN "".".. ...T 'pW OF TREES POST &WIRE FENCE I • Z FOUND CONC. O r� I .3. C B L "28" \lq o.s•w J °49 Y� FENCE PREPARED IN ACCORDANCE WITH THE MINIMUM 1.7 N O F' STANDARDS FOR TITLE SURVEYS AS ESTABLISHED N/ / yyEISS BY THE L.I.A.L.S. AN PRQ.ED AND ADOPTED BETH FOR SUCH USE T1F�`�J N STATE LAND ELIZA TITLE ASSOCI 0Y '�C{�/y, i PFT C z N.Y.S. Lic. No. 50467 UNAUTHORIZED ALTERATION TI ADDITION Nathan Taft Corwin TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. Land Surveyor COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. CERTIFICATIONS INDICATED HEREON SHALL RUN Successor To: Stanley J. Isaksen, Jr. L.S. ONLY TO THE PERSON FOR WHOM THE SURVEY Joseph A. Ingegno L.S. IS PREPARED, AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND Title Surveys - Subdivisions - Site Plans - Construction Layout LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTI- PHONE (631)727-2090 FOX (631)727-1727 TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. OFFICES LOCATED AT MAILING ADDRESS THE EXISTENCE OF RIGHT OF WAYS 1586 Main Road P.O. Box 16 AND/OR EASEMENTS OF RECORD, IF James port, New York 11947 Jamesport, New York 11947 ANY, NOT SHOWN ARE NOT GUARANTEED. P 32-043 7848 W SYSTEM SIZE MODEL 5PR-327 SUNPOWER 327 WATT EA., 4 1 #/MODULE, G 1 .451 x 39.45"W x 1 . 18"D (2.4#/5F) HOUSE: SOLAR MODULE ARRAY- 24 MODULES TOTAL PHOTOVOLTAIC LLJ MODULE (TYF) RIDGE XXXAXXXX W z U Q XXXXXXXX O LU sL �-- I 2 x8 @ I G O.C. (TYP) XA I X11 ROOF X, C� W AREAS I I U N I RAC-5 U N PRAM E W (s) Z 50LARMOUNT U SYSTEM (TYPIICALiI I I I I I I I I I I I I I I I I I I I I RAIL ACR055 EACH -ROW OF ENTIRE I L LLJ _ 0 ARRAY) (Only Two _ 24 MODULE ARRAY: _ Shown for Clarity) (3 STRINGS OF 8 MODULES) U Exterior PVC Conduit U I� FULL HOUSE ROOF FLAN 35'-10" _ SOLAR SCALE: NTS D15CONNE LEGEND Fl 1 Inverter Location ' ROOF PITCH 7: 1 2 PARTIAL H O U 5 E ROOF PLAN SPAN: 13'-8" max. © MSP Main Service Panel ® 5F Sub- anel INVERTER ( I ) SPR p 7000m SCALE: 1 /4" = 1 '-0" O UM Utility Meter ® ACD A/C Disconnect INV ® B Basement Location }- . U N iGrounding Electrode Q Lj L o AC DISCONNECT U O - Uj W o i U U_ U MOUNTING BRACKETS AND HARDWARE MEET OR Z 0 � J EXCEED NY5 CODE REQUIREMENTS FOR THE D U, FASTENER IREQUIREMENT5: NOTES DE51GN CRITERIA FOR THE TOWN . O Z TOTAL ARRAY AREA = 404 5F I . An 18" wide clearin (free of solar equipment) THE ACTUAL IN-FIELD ATTACHMENT TO THE ROOF U a gEXIST. POWER PANEL W o WIND LOAD: A5CE 7 (SEE CALCULATIONS THI5 SHEET) 41 .5 P5F shall be provided along at least one side of the WILL MEET OR EXCEED NY5 RESIDENTIAL CODE PP IL. Q LU o w TOTAL UFLIIFT = 41 .5 P5F x 404 5F = I G,7G7 LB5 roof ridge on the same side as the solar 2010 RCNY5 REQUIREMENTS. z m Z equipment or on another side of the, rid e that I8„ O ° J FASTENER: g '�% ` O O Z does not have solar equipment on .it. In addition, ! W LO o Q 50LARMOUNT LAG SCREW SPEC 203 . 2, 8/04: (FLAT WASHERS REQ TO BE an 18" wide pathway (free of solar equipment) U5ED WITH LAG BOLTS) O shall be provided from at least one cave or gutter , W LAG BOLT WITHDRAWAL VALUE; 5/ 1 G" DIA. , 2GG LB/IN X 2-IN THREAD DEPTH= connecting to that 18" roof ridge clearing. PHOTOVOLTAIC MODULE EX15T. METER M 532 LB. CHAP. EACH PedgeL MIN. NUMBER OF LAG BOLTS REQ. = I G,7G7 LB5 / 532 LB5/LAG BOLT = 32 2. Roof shall have no more than a simple layer of Rail _ TOTAL RAIL FEET, 104 FT = 104 RAIL FT / 32- BOLTS = roof covering in addition to the.5olar equipment. o L MAXIMUM SPAN BETWEEN MOUNTING FEET BOLT5 "X'I: 3'-3" MAX 3. Installation of solar equipment shall be Rafter t. flush-mounted, parallel to and no more than SYSTEM ONE LINE DIAGRAM (TYF) - G-inches above the surface of the roof. Roof Span THE PV SYSTEM HA5 BEEN DESIGNED TO MEET THE MINIMUM DESIGN STANDARDS FOR 4. Weight of the installed system shiall not exceed SCALE: NT5 Seal ., .Ire,Of NEiW y , BUILDING A,ND OTHER STRUCTURES OF THE A5CE 7-05 RCNY5 2010. more than 5-p5f for photovoltaics and no more ROOF SECTION (Typ) yP `'� G p�SyF Wind Load Calculation: than G-psf for residential solar hot water systems. SCALE: NTS BUILDING R=VIEW NOTE w` A5CE 7-05 : Partially Enclosed Building Design (Assume Worst Case) UNIRAC RAIL IS DESIGNED AND WARRANTED BY THE TOWN BUILDING F'LAN5 EXAMINER HAS REVIEWED THE ENCLOSED Z Low Rise Building; h< =60ft: Mean Height ; h=30ft RAIL (TYP.) DOCUMENT FOR MINIMUM ACCEPTABLE PLAN SUBMITTAL REQUIREMENTS �F �T4 9 MOUNTING FOOT W/ MANUFACTURER FOR LOADS UP TO 50 LBS/SQ. FT. OF THE TOWN AS SPECIFIED IN THE BUILDING AND/OR RESIDENTIAL CODE MOUNTING FEET POSITIONED (APPROX. 1 25 MPH WIND) WHEN INSTALLED AS ess ,r • 1 Directionality Factor: Kd per Section 6.5.4.4, (Tab;le 6-G): Kd-0.85 BUTYL RUBBER.MEMBRANE � OF THE STATE OF NEW YORK. THIS REVIEW DOES NOT GUARANTEE F x OVER ROOF RAFTER MEMBERS COMPLIANCE WITH THAT CODE. THAT RESPONSIBILITY IS GUARANTEED BETWEEN FOOT REQUIRED BY THE MAUNUFACTURER. UNDER THE SEAL AND SIGNATURE OF THE STATE OF NEW YORK LICENSED 2. Importance Factor: per Section 6.5.5 , (Table 6- I ) Category II; 1= 1 .0 ROOF SHINGLE OR NO CALK PER MFG'S REQUIREMENTS DESIGN PROFESSIONAL OF RECORD. THAT SEAL AND SIGNATURE HAS BEEN 3. Velocity Pressure Coefficient: Kh per Section G.5.G.4 FLASHING 3" STANDOFF INTERPRETED AS AN ATTESTATION THAT, TO THE BEST OF THE LICENSEE'S MOUNTING FEET PER RESIDENTIAL PHOTOVOLTAIC MOIDULE NOTE: THE MOUNTING FEET MUST BE ATTACHED TO BFLIEF AND 1NFOF;MATION THE WORK IN THE DOCUMENT IS: (Expo5uure Catagory C per G.5 .G (Table G-3); Kh=0.98 THE BUILDING RAFTERS OR FRAMING (NOT JUST THE 'ACCURATE KZt= I CODE OF NEW YORK STATE ROOF ROOF DECKING). USE 5/ I G" OR 3/8" DIAMETER LAG 'CONFORMS WITH GOVERNING CODES APPLICABLE AT THE TIME OF THE Date: 6-G- 12 4. Topographic Factor: Kzt per Section G.5 .7 (Long Island); PENETRATIONS CHAPTER 9 (TYP) NIRAC RAIL SUBMISSION 5 . Gust Factor: G per G.5.8. 1 , G=0.85 BOLTS AND DRILL PILOT HOLE. FINAL TIGHTENING 'CONFORMS WITH REASONABLE STANDARDS OF PRACTICE AND WITH VIEW TALL FEET' X SHALL BE BY HAND. ALL INSTALLATION PROCEDURES TO THE SAFEGUARDING OF LIFE, HEALTH, PROPERTY AND PUBLIC WELFARE Scale: AS SHOWN G. Exposure Classification: per Section 6.5 .9 = 11 , •nl„mi�um - E SHALL BE PER MANUFACTURER'S REQUIREMENTS. 15 THE RE5POW3115ILITY OF THE LICENSEE 7. Internall Pressure Coefficient: GCpi per Section G.5. 1 1 . 1 , Table G-5; GCpi=0.55 "x" (MAX FOOT SPAN) 8. External Pressure Coefficient: GCpf per Section G.S. 1 1 .2. 1 , Figure G- 1 0; MAX. SPAN BETWEEN STRUCTURAL STATEMENT # 12104 GCpf= 0.80 S. M❑UNTING FEET = "48" NOTE: THE EXISTING STRUCTURE IS ADEQUATE TO SUPPORT THE NEW LOADS 9. Velocity Pressure: qh per Section G.5. 10: I �� Modules and panels and any mounting hardware provided IMPOSED BY THE `'HOTOVOLTAIC MODULE SYSTEM INCLUDING UPLIFT Sheet No. h 0..0025 G)(Kh)(Kzt)(Kcl)(V " 2)(1) `�i PHOTOVOLTAIC MODULE SECTION shall withstand, without evidence of structural or SHEAR. THE EXISTING RAFTER SIZES t DIMENSIONS CONFORM TO RCNY5 q --( mechanical failure, 1 .5 times the dell n load when tested TABLE R802.5. 10) - RAFTER SPANS qh=(0,.0025G)(0.98)( 1 )(0.85)( I 20 ^ 2)( I ) - SCALE: NTS 9 TOTAL ROOF DEAD LOAD I 0#/5F NOTE: as specified below. The design load is to be 30 psf qh__30.7 (ROOF) + 2.5#/5F (MODULE) FASTENERS SHALL NEVER EXCEED 48" BETWEEN RAIL downward(positive) or upward (negative). All glazing CLIMATIC GEOGRAPHIC DESIGN CRITERIA - TABLE R30 I . 2( 1 ) Q p go 10. Desi n Wind Load per Section G.5 . 1 2 members shall be of such strength to withstand these g p = 12.5#/SF TOTAL FEET PER MANUFACTURER loads. The modules, panels and any mounting hardware p=gh(GCpf-GCpi) shall be factory tested under these loads for a period of GROUND SEISMIC SUBJECT TO DAMAGE BY WINTER ICE 5111ELD FLOOD 30. 7(+0.80+0.55) SNOW DE51GN DESIGN UNDERLAY- HAZARDS p- UNIRAC RAIL INSTALLATION 30 minutes. (Downward upward forces shall not be Speed FR05T LINE MENT p=30. 70 .35) GUIDELINES PER MANUFACTURE'S applied 5imultaneou5ly. LOAD (mph) CATEGORY WEATHERING DEPTH TERMITE TEMP REQUIRED MOUNTING BRACKET MATERIALS ARE MOD. TO 5EE i p=4 1 . 5 p5f REQUIREMENTS NON-COMBUSTIBLE IN ACORDANCE WITH RM2301 .2.2 20 PSF 120 B 5EVERE 3'-011 HEAVY I I deg NA �xAM AND CONSIST OF ALUMINUM L DRACKETS