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0270 COMMUNICATION WAY (19)
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I _� '1� , - ", !, �', � , �,� -,,-,-,�� - ,, g`:, ,, '�-" , � , - �, � I � ,� . ." .- � I ,- . . 1 -, � , '', ".� y, � - ". , , �� .�,� � ,�, :� � 4 I �1_ .I �, - , , I I .�, I _:� � , � : �'. : , ., ;, L � I , , �,:_, -) , � ,", I � - � - ,- - 1''. - " �, � � , f '' 11�41440,., " 1� �_I i 1� 1-___3_._J - �,�, " -�."'' � �,, " �, ,,., -�;,�,,�:".��4' ,i�,�",� I .1 : �. , � - I I � � ,�, �,� - � vilAon,kul,totaha;"",,,�"",-�,,,���, , , , I ,A-- , �, 0 1 I . - , K � - , I �:", , ,`.,�,_ve ,,.,,�.�,,',�,.",�,�"" : ,�, ," ,,,'� Kond&,:,,�,_:T:,,`,,,�--',111_�.�TTA�l �i, �,:�!.� �_, Z�`�, ,,,","I"., .111'1,� _tl.,`�z �PyOFTMEtO�`e TOWN OF BARNSTABLE STAOFFICE OF NA M � BOARD OF HEALTH Na �Op 1639. Mr.�k 367 MAIN STREET HYANNIS, MASS. 02601 July 22, 1988 Ms. Barbara Harris Attorney at Law 1064 Route 6A West Barnstable, Ma 02668 Dear Ms. Harris: The conditional variance granted to Robert Shields, Jr., for the installation of onsite sewage disposal systems at Communications Drive, Hyannis, listed as Parcels 41 and 43 on Assessor's Map 314 and parcel 31 on Assessor's Map 296, dated March 16, 1988, is modified as follows: The sentence reading "The self-storage units shall not be supplied with, electricity, heat, or water," is changed to read, "The self-storage units shall not be supplied with electricity or heat ; water may only be supplied through the plumbing of a dry pipe automatic sprinkler system in accordance with the provisions of the State Building Code and Chapter 148, Section 26F of the State law". All other conditions listed in our letter dated March 16, '1988 apply. Very truly yours, Grover C. M. Farrish, M.D. Chairman Board of Health Town of Barnstable GF/bs Copy: Robert Shields, Jr. Stephen Jones, Esq. /Joseph DaLuz Robert D. Smith William Jones 111 TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map_ Parcel Application Health Division Date Issued Conservation Division Application Fee Planning Dept. Permit Fee Date Definitive Plan Approved by Planning Board �-- Historic - OKH _ Preservation / Hyannis Project Street Address 2—7 © u cn.cCcc ovr�li g �f 2 Village 0-r ri Owner /3/utCe Mar_L'_,r-,fetor Address Telephone_ S Permit Request ,Co I, V s 1e`q X oN Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuation 520,,004•'Construction Type ` Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family (# units) Age of Existing Structure Historic House: ❑Yes ❑ No On Old King's Highway: ❑Yes ❑ No Basement Type: ❑ Full ❑ Crawl ❑Walkout ❑ Other Basement Finished Area (sq.ft.) _ Basement Unfinished Area(sq.ft) Number of Baths: Full: existing_ new _ _ Half: existing new Number of Bedrooms: __ existing _new Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: ❑ Gas ❑ Oil ❑ Electric ❑ Other Central Air: ❑Yes ❑ No Fireplaces: Existing_ New _ Existing wood/coal stove: ❑Yes ❑ No Detached garage: ❑ existing ❑ new size—Pool: ❑ existing 0 new . size _ Barn: ❑ existing ❑ new size_ l —, Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ L Commercial ❑Yes ❑ No If yes, site plan review# Current Use Proposed Use ;-) ' APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name /Gt�rf J'� el/Ot�Scc. _ _ Telephone Number _ Address ] �a � ��e � �� _ License # CS /r1{4 T6 Home Improvement Contractor# IT2 5 '7Z. _ Worker's Compensation # ANC 00 Z 5-OZ7,3'T ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO CfcG C SIGNATURE _ DATE �//'�����/Z_ FOR OFFICIAL USE ONLY APPLICATION# DATE ISSUED r 'MAP/PARCEL NO. - - ADDRESS VILLAGE OWNER k. DATE OF INSPECTION: r j FOUNDATION FRAME - INSULATION] FIREPLACE k r ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: " ' ROUGH;. -", FINAL '2 3FINAL BUILDING"=R ti DATE CLOSED OUT r ASSOCIATION PLAN NO. r r of E ro Town of Barnstable Regulatory Services • s vEARNSTABU,MASS. $ Thomas F.Geiler,Director En 3;,�01 Building Division Tom Perry,Building Commissioner 200 Main Street,Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder J �d J �,}� I, ,jrVe-q t,� iq-t� 6, P 4 6,s�h JV/7 ���, 4as Owner"of the subject property hereby authorize /3a/-/iC co�a_i 10 C to act on my behalf, in all matters relative to work authorized by this building permit application for. (Address of Job) i , � G i/a3/Zo 1 � i azure o er Date J ¢r�71 Print Name If Propea Owner is applying for permit please complete the Homeowners License Exemption Form on the reverse side. Q:FORM&O WN ERPERM IS S ION The Commonwealth of Massachusetts William Francis Galvin- Public Browse and Search Page 1 of 2 The Commonwealth of Massachusetts William Francis Galvin flu'. f Secretary of the Commonwealth,Corporations Division One Ashburton Place, 17th floor Boston MA 02108-1512 Telephone:(617)727-9640 ' COASTAL SUN SELF STORAGE, LIMITED Summary Screen Help with this form Request a'Certificate��,�,i The exact name of the Domestic Profit Corporation: COASTAL SUN SELF STORAGE, LIMITED Entity Type: Domestic Profit Corporation Identification Number: 042950351 Old Federal Employer Identification Number(Old FEIN): 000244516 Date of Organization in Massachusetts: 09/26/1986 Current Fiscal Month/Day: 12/31 . Previous Fiscal Month/Day:00/00 The location of its principal office: No. and Street: 270 COMMUNICATION WAY UNIT 7-B City or Town: HYANNIS State: MA Zip: 02601 Country: USA If the business entity is organized wholly to do business outside Massachusetts,the location of that office: No. and Street: City or Town: State: Zip: Country: Name and address of the Registered Agent: Name: ROBERT F. SMITH No. and Street: 610 MAIN ST. City or Town: DENNIS PORT State:MA Zip: 02639 Country: USA The officers and all of the directors of the corporation: Title Individual Name Address(no Po Box) Expiration First,Middle,Last,Suffix Address,City or Town,State,Zip Code of Term PRESIDENT J.BRUCE MACGREGOR 73 SWIFT LANE BREWSTER,MA 02631 USA TREASURER J.BRUCE MACGREGOR 73 SWIFT LANE BREWSTER,MA 02631 USA SECRETARY G.HOWARD HAYES 225 ROBBINS HILL RD., BREWSTER,MA USA DIRECTOR J.BRUCE MACGREGOR 73 SWIFT LANE BREWSTER,MA 02631 USA I http://corp.sec.state.ma.us/corp/corpsearch/CorpSearchSummary.asp?ReadFromDB=True... 1/23/2012 II The Commonwealth of Massachusetts William Francis Galvin- Public Browse and Search Page 2 of 2 . DIRECTOR G.HOWARD HAYES 225 ROBBINS HILL RD`, BREWSTER,MA 02631 USA business entity stock is publicly traded: _ The total number of shares and par value, if any,of each class of stock which the business entity is authorized to issue: Par Value Per Share Total Authorized by Articles Total Issued Class of Stock Enter 0 if no Par of Organization or Amendments and Outstanding Num of Shares Total Par Value Num of Shares STK 1 $0.00000 1 0 $0.00 0 Consent _ Manufacturer Confidential Data _ Does Not Require Annual Report Partnership _ Resident Agent _ For Profit _ Merger Allowed Note: There is additional information located in the cardfile that is not available on the system.' Select a type of filing from below to view this business entity filings: ALL FILINGS Administrative Dissolution Annual Report Application For Revival Articles of Amendment �;. ViewFFilings� f New`Sea'�ch Comments O 2001-2012 Commonwealth of Massachusetts All Rights Reserved Help I I r II http://corp.sec.state.ma.us/corp/corpsearch/CorpSearchSummary.asp?ReadFromDB=True... 1/23/2012 WMCKEZ ENGINEERING CONSULTANTS 1279 MILLSTONE RD. BREWSTER,MA 02631 (774)353-2144 PAD MOUNT PDAVEMENT3 STRUCTURAL ENGINEERING 500 KVA TRANS. Y UNIT 1 UNIT 5 w ZZ Z ¢~ a cj�< a z �— w a Ld UNIT 2Ln POLE #22 - UNIT 6 In LLI V)U Z Z Q Z O Q UNIT ,} UNIT 7 �I`r w Ul N2 U 0 UNIT 4 UNIT 8 JOB No., SCALE, UNIT 9 MAIN CATE OFFICE DATE, ' 12-6-11 REV., SHEET si -' �11' '' 's•; �'. - b 9 [p ft M� < . - nnmunnnuun nunnm � Illnlnun nnnnnnumm�m -; nnnnnunnum unnnnm nnoi/u/rt/t/ttn///nun/ni/ 'G: 1 nnnnnnm�nm logo 11 In1lrn/m uul /Illllllllulllr/®p 1 uuulllulllulrlll/llru luu uurulul®/ lirlllulurulllu �� pa s, llllu�� lu��plll�����Il��lt ," eY/t/irnr®e®u_IT••t��irit ��// /n//t o: irnn/r/nnnnrnr uun/r�n/n nnrr/u /e/C//n//nrrunne/t k �ulullllul�luirll�l���lul�l C ulullulll dl/„Iltl �//Ilia,.R I�I ullllllluullullu ull�l�ll//nn "° aura//It lit/all//// lluluu ! \ ` \ /lulu//luull//ulululull /�ulullu run/l///luuluu® ;P I/luuluu/lull ' \ 1 111/lulluulull llluuuuu IIF 1 uulullua//lluullllulllu 0 11 llluululllluu ulluilulll I iS l/lullulll/lluuullulllllu'1 / ¢ - �,.•' \-' /Illllluluuull ulullllllu l�'i!° luuuuu®ruiiElillulirllril/a I I� lllulllululull lluulluul fiF�Tr_ - lullllllu 8lulruulllllllllu j,� \ /u/llll/lulluu/llullllllu /YY" /lululllll/luuruirlt.11/ult '� G nnuuununn uuuuum rei llululrlllllluulululllllu'r! '' \ llllllong lllllllll//IllnoJi lltulllllululll/lllue i I Ilul�uuulul/I llllull/uullluluulluuuu//ululull/ "' a \ llullullululll Illll iiilillulltll/ullllllli I I ://hull/lllullll lullullu _ Illlllulultrtlululie ±_ \ 1', /lullullul Illl I/Ill MA _ llillllllnllllllllllllli 1�'< _I I 1 Inn/nnnnull lulnlnn � . llnlllnl/llllltllllt®�` ..,-. / .� lllulluullillulllul luull llllulullllllll/°" - I ( lama/li/ullullllllnn �' uul uuulululuul �� u° � f- ,�` \�� u//lliuliluuuillllt mT,� /null Iullullllullul I i lu mom uululuuuuul/Ill ^ ' lull I/llluuululul � / :� uluul/uuuluulul loon luuulluullul € - - \ I I I 3F — ————— -- — a t � Innagc+ry IrteSt17. „,.�• '�tt ©'S1 "Td '7Q°1!7 #3,_2fS"uAr '0Icv 63 Eyelall M�c K'E'N TE December 23, 2011 ENGINEERING Mr. Luke Hinkle CONSULTANTS M Generation Ener structural civil•environmental Y gY. _ 3 Diamonds Path, Suite 2 S. Dennis, Ma 02660 RE: Structural Review of Existing Roof System for Solar Panel Array Installation, Sun Self Storage Hyannis, 270 Communication Way, Hyannis Dear Mr. Hinkle, McKenzie Engineer Consultants, Inc has completed review and analysis of the existing roof system for the proposed installation of a solar panel arrays for buildings at the Sun Self Storage located at 270 Communication Way in Hyannis. We completed a site visit to review the existing condition and determine the configuration of the structural system of the pre-engineered light-gage steel building with a standing seam metal roof. We made note of the size and location of purlins, support beams, and post locations, as well as the connection of these components. Additionally we reviewed the connection system for the standing seam roof to the building frame. We completed analysis of the proposed solar panel system for gravity loads and wind uplift loads based on the layout information provided by your office. We used the weight of the panels and the associated rail system to determine the added gravity loads to the roof and supporting structure. We used ASCE 7-05 to derive the wind uplift pressures on the proposed solar panels using the current code wind speed of 120 mph in Exposure B. The pressures for components and cladding for roof elements was used to determine the specific uplift pressures on the elements to determine if the existing connection of the standing seam roof to the building structure is adequate to withstand the uplift pressure from the proposed solar panels. We also checked the spacing of the connector clips that attach .the panel rack system to the standing seams to make sure the spacing was adequate for the uplift.forces. Based on our analysis using ASCE 7-05 for determine wind uplift,the wind uplift pressure was found to be 21.7 p.s.f. for the height of the building and assuming a flat pitched roof(which is worst case). Using this pressure, we checked the uplift capacity of the S-5-U rack connector and find that the spacing as defined on the solar panel array layout plan is adequate to resist the design wind uplift pressure. Additionally, using this design pressure, we checked the capacity of the existing connection of the standing 1279 Millstone Road seam roof to the framing system which consists of(2) 1/4 -14 x 1 1/4 HWH screws for Brewster,MA 02631 t 774.353.2144 f 774.353.2142 www.mckengineers.com each 18"wide standing seam roof section along each purlin and find that this existing connection is adequate to resist design uplift of the solar panel arrays. We reviewed the capacity of the standing seam roof system with regards to dead, live, and snow loads. There is significant additional capacity of the roof structure when comparing the allowable total load on the standing seam roof system to the design dead, live, and snow loads in the building code. The existing standing seam roof and the supporting structure below is adequate to carry the additional dead load imposed by the proposed solar panel array system. If there are any questions on this matter, feel free to contacty {at any time. 1 Sincerely 3 Pres., McKenziexrgxonsultants, Inc. Atch: Panel Layout Plan I 3/8-16 X 3/4 HEX HEAD BOLT 3/8-16 FLANGE NUT STANDARD RAIL 3/8-16 X 3/4 HEX HEAD BOLT 3/8 LOCK WASHER 3/8 FLAT WASHER L FOOT S5 CLAMP METAL 3/8-24 X 3/4 SEAM ROOF SOCKET HEAD SET SCREW f O O 000 0000 u N RA Installation Detail ©2008 UNIRAC, INC. SOIarMOUnt Rail1411 BROADWAY BLVD NE ALBUQUERQUE, NM 87162 USA L-FOOtIS-5 PHONE 505.242.6411 UNIRAC.COM Connection URASSY-0003 S: \A.utoCad Detail Libra ry\CAD\URASSY—OOOJ_JJ—L Foot—Standard Rail.dvig, 8 22 2008 9:50:59 AN r r <.,. • A ` # .: is f J_ • - - . . , r $ . ail x F ''v wJiY The S-S-U Clamp V The S-5-U clamp is by far our most popular and most versatile clamp. x. It will fit about 85% of the standing • • • • , seam.profiles manufactured in North e . • • • America—including most structural and architectural profiles. It can be • • • "4 used,on vertically oriented seams and • • by rotating the clamp 90 degrees it • • • o can also be used on most horizontal 2" seam profiles. • Its simple design, generous " dimensioning and multiple hole ' orientations are what make it so versatile for use with S-S!TM snow retention products and other heavy-duty applications. p Installation is as simple as placing the clamp on the seam and tightening the patented round-point setscrews to the specified tension. Then, affix ancillary items using the bolt provided. Go to www.S-5.com/tools for information and tools available for properly attaching and tensioning S-5!Tl clamps. The S-S-U Mini i he S-5-U Mini is a medium-duty, non-penetrating seam clamp. (A bit shorter than the S-5-U and having one :. .. setscrew rather than two.) The Mini is the choice for attaching all kinds of rooftop accessories: signs, walkways, satellite = dishes, antennas, rooftop lighting, lightning protection systems, solar arrays, exhaust stack bracing, conduit, condensate lines, mechanical equipment—just about anything! *S-S!'Mini clamps can be used with RamGard®unitized snow guards,but are not compatible and should not be used with S-S!"'SnoRailTm/SnoFenceTm or ColorGard®snow retention systems. � 0 . e 0 • • '. 00 888-82S-3432 www®S- Seco TM Unprecedented'.Innovatlon . ..- Unmatched Quality. i ® Unbelievable Price . S-5-U Clamp S-5-u Mini M8 hole centered 3/8"or M 10 hole on part y- located 1/2"(13mm) } (Slmm) . ., from edge of part (30mm) pAL 38mm) y « 91, 23mm - r' ((�, W. ;38mm i Note:Install both ,`r - ,y setscrews on same ff �/"',,•*'" ,, '� sideideofof clamp. 4 40' (lOmm) � 15" (10mm) 1.5" Actual Size (38mm) Actual Size (38mm) The S-5-U and S-5-U Mini clamps are each furnished with the hardware shown above. Each box also includes a bit tip for tightening setscrews using an electric screw gun. A structural aluminum.attachment clamp, the S-5-U is compatible with most common metal roofing materials excluding copper. All included hardware is stainless steel. Please visit www.S-S.com for more information including CAD details, metallurgical compatibilities and specifications. `A a a - � . Wff o For horizontal seams under .65"do not use this clamp.Visit " a, X www.S-5.com for more detailed4T � , t f a information and proper clamp to use. {� r:"F},�' .:,gym � �•, , The S-5-U clamp has been tested for load-to-failure results on most major brands ared profiles of standing seam roofing. The independent lab test data found at www.S-S.com can be used for load-critical designs and applications. S-5!' holding .. strength is unmatched in the industry. y S-S!-Warning!Please use this product responsibly! Products are protected by multiple U.S. and foreign patents. visit the website at Qlsttlbut2d www.S-S.com for complete information on patents and trademarks.For maximum holding 4G tit } strength,setscrews should be tensioned and re-tensioned as the seam material compresses. x t Clamp setscrew tension should be verified using a calibrated torque wrench between t 60 and �� �411e3-1 180 inch pounds when used on 22ga steet,and between 130 and ISO inch pounds for a0 other metals and thinner gauges of steel. Consult the S-SIT"website at www.S-S.com for published data regarding holding strength. x Copyright 2008,Metal Roof Innovations,Ltd.S-5!-products are patented by Metal Roof Innovations,Ltd. �}t s tiff a 5 ryS +i n xh �s rs3 i version0808081� "c `rztPiq, fr. F , 3/8-16 X 3/4 HEX HEAD BOLT 3/8-16 FLANGE NUT STANDARD RAIL 3/8-16 X 3/4 HEX HEAD BOLT 3/8 LOCK WASHER 3/8 FLAT WASHER L FOOT (1 I S5 lT CLAMP METAL 3/8-24 X 3/4 SEAM ROOF SOCKET HEAD SET SCREW O O 0°00 [RA 00 Installation Detail ©2008 UNIRAC.1411 INC. SolarMount Dail ALBUQUERQUE WNM AY 887 02 LVD EUSA L-Foot/S-5 PHONE 505.242.6411 UNIRAC.COM Connection URASSY-0003 S:'\AutoCad Detail Library\CAD\URASSY-000_S5—L Foot—Standord Rail.dwg, 8/22/2008 9:50:59 AM �f 4 '0. u� t F Fit� �,,r�rr�irrrr �Y 4a �� a Yx'+ -,. gym► � 3 r. -� IEEE1111110 - _, , IW r 4 _ �_yyrll.r�r. 4y n�aaonoQ�Ogn©Q?©0 - M215 — MICROINVERTER TECHNICAL DATA 4i L� F7 CF7 W Recommended input power(STC) 190-260W Maximum input DC voltage 45V ^^ Peak power tracking voltage 22V-36V Operating range 16V-36V Min./Max.start voltage 22V/45V Max.DC short circuit current 15A Max.input current 10.5A O . L"Cs1Ss1 � MAP" i Maximum output power 21 SW 215W Nominal output current 1.OA(arms at nominal duration) 0 9A(arms at nominal duration) Nominal voltage/range 208V/183-229V 240V/211-264V S4': Extended voltage/range 208V/179-232V 240V/206-269V � ,� enphase.. .,i Nominal frequency/range 60.0/59.3.60.6 Hz 60.0/59.3-60.5 Hz E N E R G -Y Extended frequency range 60.0/59.2-60. Hz 60.0/59.2-60.6 Hz Power Factor >0.95 >0.95 Maximum units per 20A branch circuit 25(three phase) 17(single phase) Maximum output fault current 1.05 Arms,over 3 cycles;25.2 Apeak,1.74ms duration t CEC weighted efficiency 96.09A Peak Inverter efficiency 96.3% Static MPPT efficiency(weighted,reference EN50530) 99.6% Dynamic MPPT efficiency(fast irradiation changes,reference EN50530) 99.3% Night time power consumption 46nnW Maximum energy production The Enphase Energy Microinverter PRODUCTIVE Resilient to dust,debris and shading -Performance monitoring per module Ambient temperature range -40°C to+6S°C System improves energy harvest, _ Operating temperature range(internal) -40°C to+85°C increases reliability,and dramatically System availability greater Dimensions(WxHxD) 17.3 cm x 16.4 cm x 2.5 cm(6.8"x 6.45"x 1.0")' RELIABLE[ than 99.8% Weight 1.6 kg(3.5 Ibs) simplifies design,installation and Cooling Natural convection-No fans -No single point of system failure Enclosure environmental ratio Outdoor-NEMA 6 management of solar power systems. g 'without mounting bracket The Enphase System includes the Quick and simple design,installation SMART and management Compatibility Pairs with most 60-cell PV modules microinverter,the Envoy Communications 24/7 monitoring and analysis Communication Power line Warranty 25-year limited warranty , Gateway,and Enlighten,Enphase's - r Monitoring Free lifetime monitoring via Enlighten software monitoring and analysis software. I -Low voltage DC Compliance UL1741/IEEE1547,FCC Part 15 Class 8 S A F E L _Reduced.f re risk CAN/CSA-C22.2 NO.O-M91,0.4-04,and 107.1-01 Enphase Energy,Inc. 201 1st Street e® - Petaluma,CA 94952 �7 Phone:877-797-4743 C US Fax:707-763-0784 info®enphaseenergy.com • • http://www.enphase.com 142-00010 Rev 03 SHARP. solar electricity 240 WATT ND-L240Q2 NEC 2008 Compliant Module output cables:12 AWG PV Wire 240 WATT Business leaders install this module in large commercial applications, ELECTR_ICAL CHARATE CRISTICS DIMENSIONS demonstrating financial astuteness Maximum Power(Pmaxr 240 W BACK VIEW me Tolerance of Pmax a10%/-5% MULTI-PURPOSE MODULE A 1 and environmental stewardship. I SIDE VIEW � r -1 NEC 2008 compliant Type of cell Polycrystalline silicon CJ is r Cell Configuration 60 in series I T ENGINEERING EXCELLENCE Open Circuit Voltage(Vold 37.5 V High module efficiency for an outstanding balance I Maximum Power Voltage(Vpm) 30.2 V of size and weight to power and performance. t - {F Short Circuit Current(ISC). 8.61 A DURABLE 1 Maximum Power Current(Ipm), 735 A Tempered glass,EVA lamination and Module Efficiency(%) 14.7% weatherproof backskin provide long-life and r Maximum System(DC)Voltage 600 V I ° enhanced cell performance, Series Fuse Rating 15 A I � NocT 473^c RELIABLE Temperature Coefficient(Pmax) -0.485%/°C - 2S-year limited warranty on power output. r.f mxnsae I � Temperature Coefficient(Voc) -0.36%/°C ' 1 Temperature Co ffi_cient(I ) 0.053%/°C I plwptxm.a o HIGH PERFORMANCE -. - ___ _._... . . - This module uses an advanced surface i III w b f 1 kW/Mr o w)ItIplIbli disf ro t of AM 1.5(AsrM Eo92 texturing process to increase light absorption 91 b,l joe 1 d an=e)at a Perawro or 21- T F and improve efficiency. A B C D - E M ECHANICAL CH_AR_ACTERISTICS_ _ _ _ ssavesn,nm 6E.fi"/1fi40 min xs/w min we•nns min se'noo min Dimensions(A a a x C below) .,9.1"x e4.e"x 1.8'/994 x 150 R 46,mm F G Cable Length(G) 4a.T'/1100 min i e58 min 43.3/n00 min Output Interconnect Cable" 12 AWG with MC4 Locking Connector - contazt snare for iPleranre:penneanpn: j I Weigh; 41.91bs/19.0 kg J - } - f Max Load - 50 psf(2400 Pascals) . - "A:afetybPkcBP(M1,Ideontactpar.numbe,PV-ssH4)maybemavi,edm rV Wire,per, Lx lncadona per NEC 2008 fi90.33fC) PV UL SubjCct 47 03 am Ra[Fn9 ATION_5 c UL ND L240Q2 L Listed uL 1703 Class C oa MULTI-PURPOSE 240 WATT MODULE FROM THE WORLD'S ""ANTv_, TRUSTED SOURCE FOR SOLAR. n ; 25-yearlmted warranty on power output Contact Sharp for complete warranty information Using breakthrough technology,made possible sn�PmulrnPprP mpdweaPrrar ~imp,o.'d IF—bvollllhsy oea a�bbpatm=at�pn,a,es„blectto=nappaweno„!�pd=e. IMuz[rylead,np Pe.rfortnanca for 5l:arp rs a repateretl tratlemxrF of sarvro Corporx[lon.PII other Vadamarks are property of by nearly 50 years of proprietary research ..adety or aPW,cataAa. moo-reroern.aa„ne,,.�opta=t snare mpbtam melatesl p,ptl�=t man„rvla bamm�am9 and development,Sharp's ND-1_240Cl2 solar a-Pao la.epea,Pbetpsrvla.o-s!allaua byPaepl:Pp„erMawp.m.rvt A—IrCA. module incorporates an advanced surface SHARP:THE NAME TO TRUST Z texturing process to increase light absorption When you choose Sharp,you get more than —vim - andimprove.efficiency.Common applications well-engineered products.You also get sharps / proven reliability outstanding customer service and include commercial and residential grid-tied the assurance of our 25-year limited warranty on roof Systems as Well as ground mounted arrays. poweroutput.A global leader in solar electricity, ����� SHARP ELECTRONICS CORPORATION Designed to withstand man harsho operating sharp powers more homes and businesses than 9 Y p 9 _ 5901 Bolsa Avenue,Huntington Beach,CA 92647 Conditions,this module offers high power any other solar manufacturer worldwide ® 1-800-SOLAR-06•Email:shagSolar@SW,puaI. output per square foot of solar array. wwwsharpusa.comisolar ° BECOME POWERFUL ozon snorPElaenameseP,Po,afiop.An naltrsrosrvr..d. iol,o58-Pao2.n M5 OR M, 16" t i� t-4 �,Rw 3%r�, Bill I Is IBM 1111111111 11�_ NAMES 11 Neill 111111111 --- 1§211111 --------MINIM 11 millimsmso NUNN 111 Niglio IN MINIM MINIM ...... :7- 11111101111111 Nilson sollimomilimmilim imilimillilli In milliallaiinamoom I111I11111N11 S; MINIM mIIII1l11I ollisimume #_R_1'4_v,7 MEN 0 allsimmillingim MINIM IN milillimilill will—IN II111II11I IIIV111111I11I oil liiiiiiamisimpollip NUMBER 11111I11111IH Millou immillill lillmlimlom!INIBII -wj .440 VIM On MISS loll NINE milligillill ------------ ,We 1:11111119110 1111111 mmmmiliiilll Ah og 0. k� MIN T, 7, 4ER 1 -o, — --- — — — — — — 77 -7 -7: — — — — — — -,77 7,,7- c7V _'20 1 1 6n 10 W 11104 1 'NW. 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