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Home My WebLink About39526-Z TOWN OF SOUTHOLD /0 coisd '‘. BUILDING DEPARTMENT z 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#: 39526 Date: 2/5/2015 Permission is hereby granted to: Anderson, Charles & Anderson, Janet 350 Donna Dr Mattituck, NY 11952 To: construct a roof mounted electric Solar Panel system as applied for At premises located at: 350 Donna Dr, Mattituck SCTM # 473889 Sec/Block/Lot# 115.-15-23 Pursuant to application dated 1/26/2015 and approved by the Building Inspector. To expire on 8/6/2016. Fees: SOLAR PANELS $50.00 ELECTRIC $100.00 CO -ALTERATION TO DWELLING $50.00 Total: $200.00 • Building Inspector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines,streets,and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead. 5. Commercial building,industrial building,multiple residences and similar buildings and installations,a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957)non-conforming uses,or buildings and"pre-existing"land uses: 1. Accurate survey of property showing all property lines, streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool $50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy- $.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00,Commercial$15.00 Date. `22' rj New Construction: Old or Pre-existing Building:/ (check one) Location of Property: ! bO DQNtA D R\ E RMTTOC House No. Street Hamlet Owner or Owners of Property: C to Q tS iA No• v. ,ASO N Suffolk County Tax Map No 1000, Section I I S Block ‘S Lot 23 Subdivision Filed Map. Lot: Permit No. Date of Permit. _Applicant: Voctm £eLFt� Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ 1 1 Applicant Signature FIELD INSPECQN REPORT DATE COMMENTS .. 1 f'. .a'�, I� rt.-.-..srl✓-w� �1��... 11..rp��. : . ., :.1..7,. ., / '' c t V �• . ..., , �%� f n n • F4UNDArtYOI+i(1ST) .. - N • Mwr.r••w••gMNr vJ • l • FOUNDA.TIQN(2ND) :. ii •i '.: '.. O QA • • ROUGH FR G•& . . . . PLUMVIBING • . P R , : • . . . . . .. . T . . . . _ _ . , . . . . . .A . . INSULATION PEfi N.Y. • - H STATE ENERGY CODE Rs' �. FINAL , o .' i:Uti ./V t 'IC i ‘."1-.. .**-C-.1411 c ff ' C i , ,_ , ..,_ ,,,.2er . ,, • , z . . - . Alli2 . . 6� , _ . , . . 4. • z 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. .375-04 Check Septic Form N.Y.S.D.E.C. Trustees Flood Permit Examined ik,20 AC Storm-Water Assessment Form Contact: Approved �S,20 J Mail to: Disapproved a/c Phone: Expiration S1 ,20 pc,„„e(„__ Building Inspector E . `=3 "- V] APPLICATION FOR BUILDING PERMIT 0 • DateTANUARS 22 ,20 15 JAN 2 6 2_n15 L_JA INSTRUCTIONS ` a.This application IvIIUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sts-of plans,accurate plot plan to scale.Fee according to schedule. U t.U it. Tom or Sib:Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or al eas anrlixraems—. c.The work covered by this application may not be commenced before issuance of Building Permit. d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant.Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy f.Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date.If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize,in writing,the extension of the permit for an addition six months.Thereafter,a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk County,New York,and other applicable Laws,Ordinances or Regulations,for the construction of buildings,additions,or alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, sing code,and regulations,and to admit authorized inspectors on premises and in building for necessary inspections. C 1 Y / (Signature of app i or name,if a corporation) ELECTRICAL 170 vsa-LESUR.TLACG STE tao INSPECTION REQtR met-�=�4 "4 " ' (MailiO NOTED State whether applicant is owner,lessee,agent,architect,engineer,general contr torl,eey l�rm�e>�or builder Ac -r I Cie-NERAL-- r•nQArtcl FEE S• BYj Name of owner of premises C A ARLES ANoe RsoIV NOTIFY BUILDING DEPARTMENT AT (As on the tax roll or latest d66a$-1802 8 AM TO 4 PM FOR THE If applicant is a corporation,signature of duly authorized officer FOLLOWING INSPECTIONS (CCI ' NCY OR 1 FOUNDATION-TWO REQUIRED (Name and title of corporate officer) FOR POURED CONCRETE 534' I SE IS UNLAWFUL 2. ROUGH-FRAMING,PLUMBING, Builders License No. STRAPPING, ELECTRICAL&CAULKING Plumbers License No. 1AIITIJi\I IT CCRTI�I� ULATION Electricians License No. $q O - ME 7 t t l V 1` I '4 PJAL CONSTRUCTION &ELECTRICAL Other Trade's License No. OF OCCUPANCY MUST BE COMPLETE FOR C 0 I. Location of land on which proposed work will be done: ALL CONSTRUCTION SHALL MEET THE 380 DONNA 012.rvE MAi't i 'ME NTS OF THE CODES OF NEW House Number Street Hamlet,'< S . NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. County Tax Map No. 1000 Section 115 Block 15 Lot 2.'5 Subdiyision Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy b. Intended use and occupancy 3. Nature of work(check which applicable):New Building Addition Alteration Repair Removal Demolition Other Work/ (Description) 4. Estimated Cost $21 �2On Fee (To be paid on filing this application) 5. If dwelling,number of dwelling units _Number of dwelling units on each floor If garage, number of cars 6. If business;commercial or mixed occupancy,specify nature and extent of each type of use. 7. Dimensions of existing structures,if any:Front Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions. Front Rear Depth Height_ Number of Stories 8. Dimensions of entire new construction:Front Rear Depth Height Number of Stories 9. Size of lot:Front Rear Depth 10.Date of Purchase Name of Former Owner 11.Zone or use district in which premises are situated 12.Does proposed construction violate any zoning law,ordinance or regulation?YES NO 13.Will lot be re-graded?YES NO Will excess fill be removed from premises?esYES NO 14.Names of Owner o remy�esCW112.ES ANDfRSaddres�� y3_Phhone No.X03 • 2.CM•q s Name of Architect i'ETERSE1`1 Address " Phone No1S2•1$a• 11(03 Name of Contractor 1aRC4 HOME SokA% Address tip byTLR R.P( • Eh;ne o. 6M-144.4,4'39 vr •eok& .VA-1 t w 15 a.Is this property within 100 feet of a tidal wetland or a freshwater wetland?*YES NO *IF YES,SOUTHOLD TOWN TRUSTEES&D.E.C.PERMITS MAY BE REQUIRED. b.Is this property within 300 feet of a tidal wetland?* YES NO *IF YES,D.E.C.PERMITS MAY BE REQUIRED. 16.Provide survey,to scale,with accurate foundation plan and distances to property lines. 17.If elevation at any point on property is at 10 feet or below,must provide topographical data on survey. 18.Are there any covenants and restrictions with respect to this property?* YES NO * IF YES,PROVIDE A COPY. STATE OF NEW YORK) SS. , COUNTY OFS)�� I$1 1 s P011.4 EaLE.N . being duly sworn,deposes and says that(s)he is the applicant •• (Name of individual signing contract)above named, Big Vd3C (S)He is the CONTRA CVO . A`a WV.' W us 1 .9.5 a (Contractor,Agent,Corporate Officer,etc.) 1:11 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 thi 22 day of QM) 20 16Z 44(4 Notary Public Signature of Applicant `d ' �Scott A. Russell ' dV..ZTORMWATER' SUPERVISOR . MANAGEMENT SOUTHOLD TOWN HALL-;P.O.Box 1179 I' 53095 Main Road--SOUTHOtiD,NEW YORK 11971 -.`1: , Town of Southold �1 - CHAPTER 236 STORMWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT ) DOES THIS PROJECT INVOLVE ANY :OF THE :FOLLOWING: Yes No (CHECK.ALL THAT APPLY) ❑ A. Clearing, grubbing, grading, or: stripping, of land which affects more: than 5,000 square feet of :ground surf ace. ❑ Excavation or filling involving more than 200 cubic yards of material B. l within any parcel or any contiguous area: ElC.7Site preparation on slopes which exceed 10.feet vertical rise to 100 feet of horizontal distance. :❑ D. Site preparation within 100 feet of wetlands, beach, bluff or coastal , erosion hazard area. ❑ . Site preparation within the one-hundred-year floodplain as depicted ` El . FIRM Map of any watercourse. ElF. Installation of new or resurfaced impervious surfaces of 1,000 square feet or .more, unless. prior approval of a Stormwater Management Control Plan was received by the Town and the :proposal includes in-kind replacement of impervious surfaces. - * If you answered-NO-to all of the questions above,STOP! Complete the Applicant section below with your Name, Signature, Contact Information, Date:& County Tag Map:-Number:! Chapter 236 does notapply to your project * If you answered YES to one or.more of.the above, please submit Two copies of a.Stormwater Management Control Plan and a completed Check List Form to the Building Department with your Building Permit Application. APPLICANT: (Property Owner.•Design Professional,Agent,Contractor,Other) . S,C.T.M' #:. 1000 Date: Distritt NAME. 'Rotel E$tEt 1 tis ‘5 23 ttz21IS Z.0 -) : Section Block' Lot 6�t a�. 14 �su FOR BUILDING DEPARTMENT USE ONLY Contact Infonnatiott -1 rt'etrpborr Number) Reyiewed By: ,Date: 'Property.Address/ Location of Construction Work: . 350 'DO 4 'D Approved foi-processing Building Permit. ( .v E ❑ Stormwater Management Control,Plan.Not•Required: . V4 NrrN C 44 k`_`J2. 0Stormwater.Management Control Plait is Required. (Forward to Engineering Department for'Review.) FORM'1' SMCP-TOS MAY'2014 • ,,,, ,,•,%��pFSOUj5o� ,e P •: . O S Town Hall Annex • .'••:•: Aft , Telephone(631)765-1802 - 5437$Main Road �, •;. ax(o3i)76i- 5�2 P.O. Box 1179 ; :./•'•:.:"'o',�� roger_richert atown.sout�io d.ny.us • Southold, N1'11971-0959 lyC • \\c, /. • COMM, BUILDING DEPARTMENT TOWN O1r SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION - 'REQUESTED BY: - Date: IIcowanyName: - H (;��j(-v EeCA-Fr I G Corp - .- •Name: R 1 Ch CIACI Eliarrer i - • License No.: 56?3 - ME . Address: -72 SId121acS�YC�I_ ar N J I i 580 "PhonesNo: -- -- ------51.Lir— (65-9 — 377 17 . JOBSI-T-E..INFORMATION:-(1nd:icates-required-infor-nation)- - ---- - - ---- - - - -. - ---- --- - ---- - *Name: 0)&die htder,stfm - . . *Address: 3570 .0n ne ru•2 a4r)) rsisi,LcX / AY 1/C/ - *Cross Street: *Phone No.: 43 j , 3 Ig.X02 " . Permit No.: 11". Tax-Map District: - 1Section: I15tiO Block: /sto Lot: Z3 *BRIEF DESCRIPTION 0 WORK(Please Print Clearly) * .�11 I . _ 01 r•.• • . . l .• P i _u (Please Circle All That Apply) *Is job ready for inspection: YES/ NO. Rough In Final - *Do you need a Temp Certificate: YES/ NO - - Temp Information(If-needed) - *Service Size: 1 Phase 3Phase • 100 150 200 300` 350 400 Other - *New Service: Re-connect Underground Number of Meters Change of Service Overhead Additional Information: PAYMENT DUE WITH APPLICATION . . 82=Request for Inspection Form IL/ IJAN 2 5 2016 ;(J Charlie Anderson _ - _ _.___._. 350 Donna Drive Mattituck, New York 11952 January 22, 2016 To Whom It May Concern, I, Charlie Anderson, would like the Town of Southold to disregard the solar permit that was filed by NRG. Instead, I would like to move forward with Trinity Solar as the contractor for my solar project. Please accept my new permit application filed by Trinity Solar. Respectfully, iu/& / v i Charlie Anderson nrg. ,CA* EMO Home 170 Wilbur Place.Suite 100 Bohemia.NY 11716 a 1-800-75-SOLAR sMB SOLAR January 22, 2015 Solar Panel Installation Anderson Residence 350 Donna Drive Mattituck, NY 11952 Dear Sir/Madam: Please find the following attached documents for the Anderson Solar Photovoltaic Installation at 350 Donna Drive Mattituck, NY: • Check made payable to the Town of Southold for the fee of$200 • Southold Building Permit Application • Application for Certificate of Occupancy • Stormwater Management Worksheet • Four (4) Sets of stamped and sealed architectural plans,which include: o Engineering Letter o Electric Line Diagram o Site Map o Module, Inverter, and Racking Manufactures Specification Data Sheets • Roof Diagnostics Solar's Insurance Information,including Workers Comp, Disability, &Liability documents. • Copy of ME License Please do not hesitate to contact me with any questions or concerns. I can be reached at 631-416-5525. Sinc- e Jaime Coltman Permitting Specialist NRGHomeSolar.com I.,...'-'..6.;`-;;HI.,,,. ;,..,•,..,—:2.:;.:::!':'''', ,- -..,,;;,',:, ' 1 m., ,.., .,- . .., . ,..-. .-.524;g= s• -, ggszl 1 ... ,''' .4: 'p.••I'..;,..-A'A)::.i': —7:-.--- m.;"": ' ;•,,, .-,(g.pc,,. , --,!i—li L.,2,''.: ,-.-;;.--..;!,,,, ,—.X.,=,,,r :',,'.4-,-:•::f--:'.,„:'-Ilk.' ,..--,tv• :-.,--,•6-•'''r a•,-,0: ; ,,Q:.,,•-- ,,. ,...-,;,-1,:„-, 0,...,..,:,r,, .''la:, ,,:,,. , , . ,,; .f.:- ..: 1::'(i''. ' ' :;.''.i <3,•,,i . , .- 8.,,,,: • Z;' -'. ::',..1. '*.•:,C)-':'...:. .., -'1,','.. ' - . , .' • • ,k• • 1 Tom Petersen Architects • Planners Construction Official: January 17,2015 Building Department for project at: 350 Donna Drive Mattituck,NY 11952 Re: Solar Panel Installation Anderson Residence 350 Donna Drive Mattituck,NY 11952 Dear Sirs, I've reviewed the proposed solar panel installation at this location to evaluate the existing roof structure and the connection of the panels to the roof. Criteria: Applicable codes: 2010 Residential Code of New York 2001 Wood Frame Construction Manual Design roof load: 30 psf live load, 15 psf dead load,45 psf total load Design wind load: 120 mph,35 psf My findings are as follows. 1. The new solar panels will imply an additional dead load of 3 psf. The existing roof structure (2x6 roof rafters @ 16"o.c.,with 2x4 collar ties @ 60"o.c.and 2x8 ridge,span=+/- 12'-7"and +/- 11'-2") is sufficient to bear this additional load. This analysis is based on the existing single layer of asphalt shingles but is also adequate for two layers. 2. The solar panels are attached to the roof with the SolarMount-1 rack system by UNIRAC. The rack system,roof connections and connection spacing are rated for 120 mph. This project requires the larger Solar Mount I-2.5 beam(2.5"high)and spacing of flange foot connection to roof at 48"o.c.maximum.Flange footing connections to the rail are not required to be staggered. The flange foot connections to the roof are 3/8"diameter x 4"long lag bolts.The total panel installation is no higher than 6"above the roof plane. It is a violation of NYSED 7209 for any person, unless acting under the direction of a licensed professional, to alter an item in any way. If an item bearing the seal of a licensed professional is altered,'the altering licensed professional must attach the notation `altered by'with his seal, signature, date of alteration, and description of the alteration. I therefore certify that this installation complies with the applicable codes and design loads mentioned above,as well as ASCE 7-05,and is acceptable for approval. Please let me know if you have any questions on this information. Thanks! _sogEp ASC F. P- ti Si•rrerelyyours, O 10,4 <‘') % �<‘P i• ALJ. Tom Petersen (I) Cc: Kelcy Pegler,Roof Diagnostics "9.,‘ 035290 O OF N E 6 Country Lane•Howell,New Jersey 07731 •Telephone 732-730-1763,Fax 732-730-1783� `N •1 m rn X x in U -I H E (' Z Z ccc�� D 0 rn rn A r m rn D C) nn 3 -n M W F -1 z '+ .� m 3 r, -I-0-I 1 Co -1 b-0 2b l- arNJ Ai a3 N --1 _ /U I co N. ' N El-U O aNil5'-5" k >Z DO torn coZ 0uiD 0 uim—i - en rp �° D r-- C m O m m u E �, m 70 70 O O - I3'-3" l-. 0 -Eli-00 m o . o 1 o =>z - . Z 0 ulrn—1 zr : - : D c. 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' J " '- Be x=. j' t, 'm 500 ' . _ - •_ s $,4� • MAXIMUM RATINGS ....;(-A'' O 400w/rn,- 4. „ - TEMPERATURE RATINGS i 7 r 4�. ,.;„2.-.--r9.1.,,,tirial Tempera'erdtu a 0. 85°.0 2boW/m: 'Nominal O e ratln Cell'r 1'45,:(-2"C),'' Mq(a o ) _, - 's _ _ _ 'Tem rd(ure N'OCT'� +~['' t''• •r;]'; - • Pe_ _ 1 J: __ y', i�'r, 'lm- V 1000 DC IEC^ 'n ,M 'imumS`stem' G''` r r • '11'....:,:'-'- ---'-.1-0°°.:1'''a, Tem' rature Coefficienfof"Pruxit '-0:'43%L4C.,'" cVolta' 'i 600V DC(UL),: - i fin' .<1 A�: 1 1, ',j V 'Max SeriesFuse•Ra S ':Tem eroture CoefOctent of oc -0:32%/"C• g ;.t; ;; Volta e V'''�". ., ,. -.. 'r'. {' ?Temperdiure`CoefficieriToblsc +0.047%/4C I 1 v r :: :Y S 7. " _ _ ; '.SY 1.."-- C+ WARRANTY _ f .W"rrdrit T'Workmahsh a _ +'sa Y, _ R.. Y.', {1• 2'n F+. amu='•' P 2. 5yealihe'ar Power-VJarrariyt w gi z. _ •A - (Please refer to product warranty for details) CI - CERTIFICATION<" -- R 1 ,1.T. .t' r.. t" PACKAGING CONFIGURATION :..m, c.,c .'' r.t•Aoduie.seibox:29,pieces 1::;:',..-'-;:.'.4::,'"''r'''' - - �. �, 5" Ivlodules`3 er'40'"containeri 81 'feces;'; ISO'- ;t._A i'",;1 f E c �4 tus`'"av'ave t.,-:'': ,. ' l�- ----- ,..:,,.fid .. ,, ;. 1;:`'L�'.-:t"'7..<,..-,=,77,-,, , . ..",,. t „ CAUTION:READ SAFETY AND INSTALLATION INSTRUCTIONS BEFORE USINGTNE PRODUCT. , TPt�taSOlCIr ®2013 Tr na Solar Limited.All rights reserved.Specifications included in this datosheet are subject to change without notice. Smart Energy Together • Enphase®Microinverters - - ' En hase® M21'5 - •p 1.41,i.,1*,‘;1 ° ,i77.---4,,,g. '•�,-`'77.;""`•..77,.. -S n, .*' a ,...0,,-,,,.0,,,,e.•& ^` f : • .'Cr• :,.;'✓,:','r•''' -t` '" „c4; �rt:: '',';3i;::di=f,`..; ! t1 ..„ j,tk3 ; . 2",: ,; : n zip a.,47 "E.i,d� b Sam z.�t w, j{�:�'�' C,,q" ID • .. pVv ,..,• P • 11777 "ti`r,`s.'7.:„7,.'':-ikV' `` ?? 1 4, • "' :ti' 0'%,:1717 '','o:'::Ai, .,`i`.... ri - 75 :`'�� _ t"" ^Sfi; 75�. •". :.i`;7c.;tpC'c3^f'i'.j:y''Y..- .d r 3 � �, z 1 e'nphase : , ” ..:Li u " � � 1;�g'"r , .c:''�li' '�.a"xb '. ;45 : ::'- fix' .=7;{: xYT '^ i , , ' 1A.,' E'4-'t1- .:ti:�• '..:,,,i,=:,:,g .a, :,, ,,:::?f y } The Enphase® Microinverter System improves energy harvest, increases reliability, and dramatically simplifies design, installation, and management of solar power systems. . The Enphase System includes the microinverter, the Envoys Communications Gateway,''and Enlighten® Enphase's monitoring and analysis software. PRODUCTIVE SMART ' Maximum energy production •..Quick and simple design, installation, ' - Resilient to dust,debris and shading , and management • • . - Performance monitoring - _ , - 24/7 monitoring and analysis- RELIABLE SAFE ' ' -System availability greater than-99.8% - Low-voltage DC - No single point of system failure - - Reduced fire risk hs ® S�®. -[el ENERGY • C US Enphase®M215 Microinverter//DATA INPUT DATA(DC) M215-60-2LL-S22/S23 and M215-.60-2LL-S22-NA/S23-NA(Ontario) - Maximum input DC voltage 45 V Operating range 16-36 V Start1701tade',V"'±; • it? ' Max.DC short circuit current 15 A • • OUTPUT DATA(AC) 410208 VAC @240 VAC Ir'-'1..:Rateid:(CoritinUoiis)7outptitlbower r-‘• • • 6 Nominal output current 1.0 A (Arms at nominal duration) - 0.9 A(Arms at nominal duration) 183229-V-'• Extended voltage/range 179-232 V 206-269 V 2,4f,'.!'•&':1,7';'??.., • 6• 0.0 7 59*.3 6115Hz:r"`• 600759.3480:5.HZ Extended frequency range 57-60.5 Hz 57-60.5 Hz • Power f • 0.95 2---,--,•k`•/4- •--', -,"•• Maximum units per 20 A branch circuit 25(three phase) 17(single phase);.- akim u n .."1:0&ArmS.,•-•overacyClet.1.04.Aimskive-r,5 cycleS.F,-;',',-.,Pid,• EFFICIENCY EC weigbthdeffidiepbw."-;•g,- ' ▪Peak inverter efficiency 96.3% MPPT:efficiency.(weighted,referenbe;EN50530)-,,-- -• Dynamic MPPT efficiency(fast irradiation changes,reference EN50530) 99.3% if: /,':" MECHANICAL DATA DATA • _Operating temperature range(internal) -40°C to+85°C Di rtieii s ro Weight 1.6 kg(3.5 lbs) f•Lboling '•-•••';,NaturaltonVectiorf Enclosure environmental rating Outdoor-NEMA 6 • FEATURES - Compatibility Pairs with most 60-cell PV modules 7.7.17,77 Communication- Monitoring Free lifetime monitoring via Enlighten software 11:g, FCP'Pirf15 Class B • .• ••- -; • •—• Ci1/4N/CSA•::C2:i2L N 81A704an d'1 01,•7"t-''';,-"•7.•'-- • A _ r To learn more about Enphase Microinverter technology, enphase® visit enphase.com LeJENERGY o 2013 Enphase Energy.All rights reserved.M trademarks or brands in this document are registered by their respective owner. ,. .,.. ... . . •,-) ,.. . -, , .,. '' • - - -- - . ' • - • -•• " - .. ' '' •'-' ' '•'" -''''" '• '' ' ' ''•"_ ., „- .. . f 0,..i.1 U,rJi_RA r, ''llilIE-LR:' L Technical Datasheets . . ' ' .-••UNIRAC • , , _ ... .. A,.....,,o,,:„.„,„:: .. ... .-. • . • . .. ., - • . . • ._ • • _ . . . . . . , • , ., ... .. . .,, , • . .. ... . . , SOlarMount..-ItM RocifMaunt TeChnical.:Datasheet Pub-Once:lid V1:1 Noveinber.20i0 . • • , .. ..: . . . , $blOrrviounttl.:Mpaule.•Cpnn4ction.'Hardiivare-i • ..-' Slider and Mid Clamp • : ._ . , ` . . .. . ... . . 1 , -• Slide,rand'End Plartip-, -.„-- -. , - ; .- _... • „ . . .. • .,. .. , . , ,. -• 2 , -$q1ai'Mount71.Series,Acpessory.Moprt , ... ' . . - ..- - • , . SolarMplilltjgdain Connection Hardware . '1- Flange Foot ' .• ' ,,- -: •-' - • - 3 . . " • - ' • • 27 ElpOgO.root . - -. . Beam Splice - ' . ... . . . , . . •-., - - 'SolariviOieit4.130661- - . ,.. .. . • •SOI*MOurit-1-Fig-am§-- - - • • - ..': ;• :, - • • - . - • . ' • 5 .. ,. , SolarMourit-FEngiheering tte.0.6ts '' - ., . Sol'ai-mount4 1:0-Beptri. ' . . - -.: , , - . • . - .,,, - . , 6. SOFONOCinf-1 2-.5 Beams ' ' '' -- ' ' ' • . - - • . . . ,.. • 8 SOlar00.tint41.-MOdul"6 Connection Hardware • . • . ,. . SdlailVititirit4.-peites-Slider with Mid Clamp , „ -• Pait'NO,-020270,-'0204C;3320290;,0434C,',, 5. . - ,:.•, ...... ..... . _ • . . . . , _ . . • t:::.',,,;.„•„ Module -• SliderandMid Clarnp,Matetial;.One of the following mii(finithed Bolt pArLideO',alUrniiiiit.n.alloys:-,6005-T5,.61Q5-T5,606.1J6. '<z, '''',,, ;::,,•.",=,7:„..._. . Llitimate'Tensile:-36ksi;Yiejd'.35 kei 1 : .,,,,. Nut :. • Slider Weight p.o?Olbs(12m, Mid Clamp Weight"::0.050 lbs-(23g) : ' ' .. Allowable and design bads are.valid-when components are assembled with SolarMoUnt-I Beams according to:authorized ..': 1 .i- :. •r ... LitslIRAa:clocurnentS". -41c-.,:',,..k.,---4 . •:, -,,,. •3-.',,,..,,__ '`,:;, ,,„ Slider . • Sliders,are compatible with.SciiatMotint-1 Beams ,"--•,•;: ::::•,•';',-,.„. , • Assemble with One:li..,20 ASTM F593 bolt and One Y440.ASTM t-, ef.., ,,"'Ai "...„..4: , .• •f594-serreted flange.ni:ft, • Mid Clamp '' '' -' ";7'*.:(: re'' ''''.-i''..*:- ' . • - Use anti-seize and tighten to 10 ftlbs.of torque. K-,:, ,,,74'. :..:% ,-‘. '• ' . _ •it-,,,, , ,A ,:11'h ,., ,,,,..: ? Resistance faCtoriand eafetyfactors.are determined according to Beam ''''''-'217,. ....-;. 'rg,'' :!:t' '-')-'3''''asi..-• - 01'1'1 eeOtlon:91.6.fthe,2006l'ominprn,Deeign Manual --, ''''•-. ;:',•7-7 ,.'''''.: C•''',;"';'- , 45, t,.,,,,:n Module 4,:"- ", ,i ,-\, . . . . . . . , „ .. . . ., . .. ... , . ., . . . ,. . - ‘..A"Pplioil Load- Average Allowable: Safety • besign Resistance i . ,_ • _.,. Orr., . . •, .-. . Direction Ultimate Load;, Factor,: - lbs-(N) lbs(N) FS , (t. • .4...,L:.(aNdi. :'' Factor,: . .,. . . . ' .. .. .. . . , ,. .., • _. _. . , ,. - ., •Sliding,X± 1194(5311) ' 490,(2180)" 2.44. '741 (3296) - 11620 TeriSiOn,:Y4, 1503,;(6,686), .67772(3011) 22.2:.1104(4555), 0.682 ... . ..„ . •0!C,25.73 1-!' ' — „ - ' ; ;Trariersei`Z± .208.0(9252) .915,(4670). 2:27. 1383(6152) 0.065 .. , _ ., " .. 5 • A. , • . . ,. , . . .. . ._ . . . , . Dimqn0ons.speCifiqd in-inches unlest..-notecl •„. .. . " - • - - ' . ' . 1111 il. di,:?1,11-41i1 Vlikte tin ci.t4ifil 1,4 gi.nrhl,V0 0,"C, .. .. „ .. . ., . . . . n,ei41,-)'' Technical Datasheets . - 'ilatUNIRAC.. .. . ... A,4„,,,,,,,.„,,,,,,,,,,,,,, , ,. , .. . . . ,. ..., ... , - SolarMount4:Module ConnectiOn Hardware . . '.$00erViOunt41 Slidetwith,Enc(Clartip-i' .. .,-... , . _ , PakeNO.:020139C'thrOugh'929(18c„o2posci*.gg ..iot . . .: ,..„ r,N,,.,,, ,--,--,-- -- . • Slider and End ClamiiMaterialt One.Ofthefollowing•Milffinished fi ;r1:0 .-; .:,.=.----101% Moduie extruded alurninuni alloys 6005-175,61051'5,.60614-6 - ' Ni ,1 .,....,.T>- : , . tlItimateleriaile:38ksi,Yield:35 ksi .•...k 4,...,--7---„,,,p,:,..,. ...f....,Td.:,,,:;!::.,:_:.., • Slider Weight:.0.026 lbs(12g);end,clarrip weight-Varies based on ." height:-0.058 lbs(26g) . t ‘, ,'''f'"''1•;•7'''''Z'Y:•':-',t .4''1,..i",;,,' • Allowable and design loads are valid-when components are. End ' ' , ,,1/4 t,,,`::%.:'•=6.: ','Ilr%-..:n,:::,''-r-,;Z.,t ., Clamp ' : -, '-,_-_--.:1_,, ---' ,x ;if ,V-- it assembled with SOlarMounti-I 1:0 or BeaMs.according to authorized'UNIRAC documents ' `.'''c;;:''',6,. .::P!'' . - \..,$ ,i, ,,!, • Sliders are compatible with.SolarMourit-IBeams - P411714'- ii .• Assemble with one a4-29 ASTMTF593'belt and one.%-20 ASTM :,..',::?, -i ,',::, Q: F594 serratedflange nut ' , , ! -; .• • , --' '. .,:?:"':.'iia';q' • Use anti-seize and tighten to 10 ftilbs of torque ;„t-.41 - • Resistance factors and.sefety factors are determinedaccording to Slider . ,,,,,„..-- ...-:-/-',"" - -, , z-,-;,- pert 1 section 9 of-the 2005 Aluminum Design MenUal- . • Modules mustbe-installed at least 1.5'frOrrt either end of a beam . ,- , . . .. . . . i 'Applied Load Average Allowable..: Safety • ' Design•. Resistance ' Direction Ultimate Load, FaCtOr'i, Loads ' Fattor,. . .. . . !ii _ ,. ,. , lbs(N) ,. lbs(N) .: FS: lbs(N) ; '0 . • „ .. . . ' • Sliding,Xt • 283(1259) 104(463). .2.72 157(698) 0,555 • Y A .: . .. Ter)Sion,Y+ 1 . 332(.1477) .88(391) 3.77 . 133.(592) 0.401. , ..!....- Transverse Z± 067,.(60.61) :5,3a:(237-1). ' ,-2.55 806(3585) 0.590' • , •- ” ' -• ,' :.. „ 1 . . , . -Dimensions specified ikinchis unless noted ' - - . , . . Sdia'rNfouriW•ACciitoty. - , ,....., •..„ .. . .. .., , Mount. ;. . .. • • s •• , Rart:No-,013010Mi, - - - , .., .. . • . - - ...-ec--P''?-;.,:•.*:-J-' • •Slider Material One dtthefolloWing:mill,:finisped extruded , . .. , „ ...g,,''''''''„."--; '! . aluminurrtalloya:-5005-T5;6105-1-5,606146 . , a-C4t. "H Ultimate Tensile 38 ksi,' Yield:'35 kai, , '-`t."'-,- esciry - ' • Slider Weight: 0.028 lbs Ng_ hiut.rf ‘,-„i''2.-,,-4.`;: ::-. .,. • Allowable and design loads are valid When components are. ,, ;,,, „ assembled with SolarMoUnt4 1.0or 2:5 Beams according to :„ ,.•'1-...i"''. .;'-,/i.'' - 80th-tidied Uls111.2AC docurhents .., ., - , , ....:,..:.,...,,,,,,, ,,,,, ,,- .o. ,,.. .,,,,,.; .,,-,. ,,-.„-6- ,A---..• , • SelarMOunt41 Series AOcessery Mounts are compatible with .. Use tWoAccessory:Mouhts per accessory - ,4.k.,!.':',.;, ,,:.!,;;y • ' • • '''...ki p”' ' ' • Assemble each pair of clamps with the following stainless steel' Beam " ' . hardware:two%-20 Set sCiewS„twp*20 heavy hex jam nuts,and tw . _O):--20594.serrated flange nutS, . . , .. . . • Use anti-sei;eand tighten:to 5-10 ft-lbs oftoique - 'to, ' -I: • ' Resistance factors and safety factore:are determined according . . calculations and UNIRAC teating. . ( • , : Maximum distance of , ' Maximum weight of, V:' • accesSory-,center of gravity aCCesSory, , ..,.,......F., A from beam center ' '1!;a(159) . , - „ _ , ' ' 7(178),, , -: _ 32(14'5. Dimensions specified in inches unless noted . , . . . . . 2 ' , ',,,r,,)0V011r19 VOILIC 11'11014011',11k;:'' ,,d ,,,.-i,, . , . _.. . , . . ' ' _ .• , _ , .,. --., • ., - ,. . • ,, , - . , . . . . .. . ,. . 4 .i'l1,'Afff- l '' Technical Datasheets "- , --N.. 1 R.' A-- .0 A,„Lit4;i0iiii004,iY 1 - .SO I a r MOM nt4,E$pa nil:.Connection. Hardware , . sototiMount-i it,Oangefooi , -$31'.#i No,volify!.- „ ,.t-,c;,-,,,,,..-,,,,,,,,.-,t, ;-,;r-:,----, -_ • -1•Fiange Foot MeierlaLarie of the following mill:finishedeXtruded .,. althninurn alleys:60045,610545,0o6rirT6 , ' . ....-_.-_-.:• _ ,:;,,,' ' - Ultimate Tensile kSiYield 35 ksi i Beam . : iI-FlangeFooi-WeIght:9:10 lbs:(46 y . , . - '.. Allowahleand•deSign.loada are validwhen components are assembled • _L..„-•-'- - .1.7--- '.,•,^,--`,,,,2,f0; - With‘$olarMount-1 1.0,or.i513eamS according to authorized UNIRAC , . , ' dodumentS, . ., '-• - •• , ---.',:--,--..-',-,--,'• .:, ,.,..„, _•••:,. • , . .. . ., . . , . • • , 1 Flange feet are compatible with Solerfv1ount-1,6pama , -• T Resistance factors.and safety factors are determined to part 1' : .. .. •,. -' ,-;'??..ii: ',"'”' ' section 9 of the 2005 Aluminum Design Manual . . ..,, . • •• •• Design-anci allowable loadS ere for•1pe beem,tO:foot connection- • 1-Range kxie " - ',, k•• •.,1,,-•• , . , 4 Be sure to check load limits forreef ittechments-andetandolfe . ., „ .. .-- • . • -. ,• 1::•-•e•,X :-. - ' ofererage. Allowable Safetji. Design Load , -kealitance. . - . - -" '• • APplied•l;bedL • . . _ - : .; i : :Direction • ., Ultimate • •:Loa& Factor,": ,i],4(N) . .FaCtor, , . - • ' lbs(N) - lbs.(N) . , 'FS . ., to ..' .: /....I '- - 'I ..." .-...5OierM ouni-11.013earn --.. -1368.(5952) '..' i 59t(2829): :,. . 226. .894(3977); . -0.658 ,. . •SolarMount-I 2-.5 Beam. , 1514(6735). ,646(2882). 2.3.4., 980(4359). : , ... 0,547 , .• ,, -" • ' • — • --" - ' '-..• '• ,• :-• 'COrnpreaslon,.Y4 .5oierMOunt-i 1.0 Beam:' 2931,03038):: 1288(5729). 2.26. 1948(8665). 0.664 , Dimensions specified in Inches . . •' '. ', ..: .. . . .- . , 'Unless noted SolerMountll 2.5 Beam, ' 2750(12233) ''•1221(5440) 2:25 1849(8225) . . 0.672.: „. • ..- . _ . _. .. . . ,• • . . . . _ .. • Transverse,?(7,dOWilNir : '83008?-5Y • . '3'1 (1392) 2.03 473(2104). . 0.745 .: • '" • - - - , -' " • - .,_ _ ... Transverse';A-I-,Uphill , ., 42(1:80 : . . „•20(89)• .: 2;15 .. 30(133) . 9.70 •alicling,2.±.. ,- . . , .. (See Bearn 500) . ' • •; " ' • • " - - ; ; " - •• , , .. `... • S.-Olai'Mlitiht4-.'1 ;'0.1600,'FOcit -Partlici..:04092M,...04031W '. .:*.Flange.0soot kiatenal::one of ihefoliowing'miltfiriiihed•extruded „alliniindm allays:6005=T5,610545;606146 Ultimate Tensile 38 ksi;'Yield:•35.Ks( ,...,, • • . • , .. - • ..... - . .,,. , • -2-f lenge Foot WeIght:•0.193lbs-(47--9) • "Alloweble ihOOeSign.loads are valid when components are assembled .77.s•,-,:,: 'T,. ?,:•.' •., ii2.,,..l...;,2;;_:-- with$oiarmount•-•1 1,0 Or 2.5-Baens according to authorized:UNIRAC -documents• • ;.-•---: .Ap-', . .../.' . , 2-Flanoe!Feet afe.ciarnOpt,i,We wi,th:$elaiVount-1.6earna.; 2-Flange 4- Resistance factors and safety factors are determined according to part 1 . 2...'":;--- " . ' '''-k• ...---".••_,,,:•,'i, ...- ' ' Foot section 9 elle 2005 Aluminum Design Manual • , • DesignandalloNable loads are for the beam to.foot,connection- ,. ' .., ... , . . -.. •i,--:: :..• . • • Be sure tocheck load limits for roof attachments and-standoffs . .. .. - , . . .. Y -0166]Load , Average, Allowable • Safety ,',Design Load Resistance 24 ' ultimate ' Loid, Factor.' lbs-(.1)- .. Fector, A- i :Direction - '. 'lbs,(0) •:, lbs(N) . F6 ei . .. e, . . . . .. ,_ ' a ay.a.4.....6.$1.4•9..er . , Tension Y+- 'it• ,. ,.. . . . ,. . • - . ,: .. , . bolarMeunt-1 1.0 Beam , 1931.(8950) 864 (3843); 2.21.,, _1107(5814) 0.687 ' ' A. .., .. . . ... . . . . . , [ .,.. , It ,. :, , 861arMOunt4 2,5a,earn : 217801023) - 1111 (4942) - 2..23 ., 1631 (7477). , 0.678 ..,;, : .. - "4--ii--7i -. Compression.X- : ,. 2 . _ , -,,,._ , -, ., , . . Splaltrlount-11.o Beam , 3788(15850). 1708.(758.9) 222 . 2581(11481) : 0 681 '64alarMount,1•2,5 Beam • 3694(16432) ., 1502(6945), 236 2363'(10511) : 0.60, • Dimensions specified in inches unless -,'• --,. • - • Transverse,?<-,downhill. -- 635(2825) : 313(1392) 2.03 ;473(2104):". , ,0745 , . . .. .„. -I:transverse,X+,uPhill. 42(187);' ' 20(89): • 2'15 ;30(133) - p.705 . . , 'Sliding;a: .. ... ' t .. .. ..,...- (see BearnSplice). . . . . . „ . •• . . .. , . • ,.,, - .•. . . .. •*" ,•• , , • . - • ' 3 1 01 !ikt,41:,N VlItm iRirotoci]4 Irixcio,,J 7ri;4,t, . . - .. , . . . • ..' rt.:'' Technical Datasheets • . sip . 2, . ortli N I RAC .. , . , A..„0„„.„.,f..,., , ,.. . . . , . SolarMount-1 Beam Connection Hardware ._ . . . . . , - . . . . , SolatMountA Beam Splice . . . ...., ' .Fart_14043029M,•03021M . . . ..-- -• Beam Splice MaterlahAlurninurri 5052-H32 . . - _.----- _.„---- - • B,eam Splice Weight:0,053 lbs(24 g), . . ., • , U-','" -Bot.,,,-,-...'',-- ----7_,..-iit • Allowable and design loads are valid when cOmponents are assembled according to authorized UNIRAC documents Beam Splices are compatible with SolarMOunt4 Beams when used with 1-Flange or 2-Flange feet Resistance factors and safety factors are determined according to Splice part 1 section 9 of the 2005 Aluminum Design Manual ' 'k. -..1.•,, ,'''' Applied Load Average ,Allowable 'Safety Design -Resistance - / Direction Ultimate • _Load Factor,: Load Factor, . ' Nut , ' ' 1-Fiange°;: lbs(N) . lbs(N) ';, FS lbs(N) 0 2-Flange Foot . Sliding,± - 1413.(6352) 620(2758) 2.30 933(4172) 0.657 . . . . . „ 00.313 , 1 -r-- 0.330 . i r i 1 . . . , , Y i 1:- ' --4.---*-1- \ ' A cam-.t•'-i I , L P.X 1 ' . . 1.2" I ' . , Dimensions specified in Inches unless noted - .. . , . . . . . . , . , , . . . . . , _ . . , , . . . . . , . . , , . . • „ . . , , . , . . , , . . . ,. . • , . . . , ,,, , , , . Lq VgillIk10.111P4,1tyii " . . . ' , • f i!I l i i -1..:" t.t��•��n' ® i _ _-!" Technical Datasheets ::m . . : I• ill O = _. ,, -,,.,, , - . . •- • S 'raaitl C U>Cf?r',,.a9 Sed. UNIRAC Solar.Mount -. 11.0. Engineering.Report, Page 1 of 2 101 „ _. 90.mph.Wind Chart: Max-S„pan•(inches) ,. Uplift 1- • Ground Snow . .Point Loads(pounds):-l!p/Downi Side. modulo Module Size :0. - 2e 20' -- -.. 30 40' • •- -'52";x 35"' ' 56: ' ` ,52-' ., 48: 44 _ . 229/262/54 ..21 11-3051 96- . 197/327/123 177/364/140,. . V ,65"x 40" _ .49 44 41 - . 37 �� ‘ • ' 250/286/58 . .2221.321/101. , • -207/3451129 186/.384/.148. :77"x'51? • 40, 35. 33 30, Downforce 238/273/56 . 212/3071 96' • ' 198/.329/'123' _ 178/-366/.141 • 1 module Side 11 module 110'mph Wind Chart - Ground,Snow -. _ - ' -. ' Know-.-our limitsf -Module Siie- ,.. 0' 20. .• . 30 - - _.- 40 Check attachment:.. 52"'x.35"' , . - 49 . ' 48 45 ' 42 Ioadlimits:,. - 305/'323/47' .. 295/334/88 277/356/113 . ' 26113771,136. - 6$"'x,40" • - -• 41. .40, ,. ' , 38' - . . 36 _ 32/1340149 311/352/92 =292/375/119; _ •: 275/397/143,,, • , • •77 `x " ;51 . -33 , 32 ' ' ' -30. '29 • , ;308/325/.47 . 297/336188 . .2781 358/1 1 3 •, .' 263/379/136 , • 120 nigh.Wind`Chart G'round:Snow , -.Module Size. 0,,. . . . ' 20. ' ... 30, , • • ,.'40' . . . , ' ',52",x 35" 45, ' ' -45 • ' ...42 40 '337/350/43_ . , 334/,353/83_.,_.: „ 31513741107,• ;...-.299/394/130:,.., -. : ` '65`-'x 40" . 38 ' 38' . . . . 36 - 34 ' -355/369/45; 352/372187, ', 332/3941.113 . '315/415/137 ' 77 "'x=51". --- 31 30 .- .29. ,27 - - ....,',339/352/43 "; -336/355/83 317/376/108 , 301/3961130 150 mph-Wind Chart 'Ground Snow "' Module`Size 0 .20 . . .•30 40 - •.52";x:35": '37 ' - ,. 37' ' 37 35 , 432/427135'. , 432t427/68 ' 432/432/93, ' 415/449/114. , • . 65"x40 31' - .31 31.-- 30 455(4501.37' 4551'450171 45514551,98 . 4381 4 731 120 -.77"x'01,!: 25. ' ' ' ' 25 ', 25' • 24 ._ 434/429/35. . ' 434/429/68 • 4341.434/93 418/452/114., • Installation of products related to this engineering report'is.subject to the.requirements below •Flush.roof'Instaliatbns-only;modules must be 5-10'from'roof surface •The building has either flet.roof,*gable roofs 45',or a hip roof s 27` ' •The.roof has a minimum slope Of.1.2!. •installation must have atteast 4 modules grouped together(minimum 50 ftz),- Surrouridirig ground area.musthot slope more then 10 degrees •Location.must fall Into Wind'Exposure Category.B or.0 •Bulding'height must'be less than or'equal to 30 feet _ •For,roof zones 2 and3•use 1/2 Max'Span. •' •Max cantilcvcr 113 Max Span ,. ' •'Ground snow bads:are.adjusted'forroof slope,and temperature based on ASE 7-05 ' •Long:edge of:moduie must be perpendicular to'the beam • . •The installer,mustcorrtply.with.the responsibilitiesand,instri cl ons described in the install manual- •Theinstallermust cont]rrn that the'.method of attachment.(components and hardware)and structure can handle the,given point loads , • w r In regions lh.ground snoMi loads:less then 20 psfbunot zero,the roof angle in degrees 'must be greater.than:the horizontal distance from eave•to•ridge/50 •System deed.load,including-Modules and mounting.hardware,must be between•2 and 3:5 psi. , Importance;factors are.equal to 1:0 in all'cases. , Unbalanced,and drlflsnowloads have.not been.considered. - . 'Installations must be In seismic site.class,A,:B,C.or D - ' ' ' '.Spectral:response acceleration,Ss,is S 1.5(arid s 0.351f snow loads are a 30 psf).. • ii.-3.;ii,ve•t'Iflri`�V''llUCI 11hfl.fi Jr1 if fit,n n$r;,;nt . . . . . . , il'!;K741 vl,-- r- Technical Datasheets a. . ,. ••UN I-RAC ... . a p&p comovit• ' . . . . . , - • UNIRAC SolarMount-I. 4:0:Engirreeting Report, Page 2 of 2 II CO al , . , . .. . ' E n g I n e e r I kig'V a ii ab le „ .. , . ; :•.. . . . . . • . , , Description ' - • :Variable . Value-- • Units. .... ,, ..- .... . . .- .„. -. ' • Building Height ' Rod Pitch'..,, '- 0-45 degrees .. - Wing ExpoSun§Category. D-- ." Importance Factor ' 'I. 1 - . . Effective Wind Area. , 50+ ' -fa Topographic Factor Kzt 1 . . . . Roof Zone: _ . t (usel/2 span for zones.2 and-3), Design.Wind Loadt-.. '.:.„ -, ' . . ., . . . - ,.., Basic.Wind Speed(mph), ,. '90 110 - 150 Max Design-Wind I,Oad,.Pnet; Uplift:()d) _ ' ,, • .192 . ',287.• -34:2 . _ 53.3 .., .. ..- .:• . , Max Design Wind Load,-Pnet; DOWnforce(psf). . 17.6 26.0 ' 31.1 , 484: . .. , Dead,Snow,and Earthquake Loads , , , . . . , . _ , . ' DeadtoastrnIntindx. ' '.. : 21 35'' ;Of .. ' „,' ' - '• " ". • . • Earthquake Load ' 2.8 - psi - . GroundSnow LOad,-Pg,(pounds/ 2) .0 - "20 30 - 40 •Mx'Sloped roof snow load(psf) - - ..•0.0- - '20:0. 25.2 :- .33.6 .. Max Distance between Splices.(indhes;feet), . 653, 54 . 336, 28 '245, 20.:.„ 193 16 ' . r d. - ..-, • Distributed Loads for 65"ji 46"module1p4'bunds/Inch , - ' (smaller modUlet,'-20%,larger Modules+18%) --, - ,; . ‘.- .. • Ground Snow Load(pst). ' ' ,,,. - • - : ., . . • Wind Load-(mph)' ". 0 20 . . . 30 . • " -40. ' 90 . 4.06 ' 4.06. , . - 4.06. : 4:06 Uplift.--LOrl'i9jule uplift " 4:65 5.01-_: 6.75- . 8,3T DovMforce,1.4)module . It module • ' . 095: - 1.84-. 2.53:, .2 3.22 p0e.niriedulq. _41. • . -, ILQ ,6..?I' . -6.21_ •;6.21 " !; -621••"_. :uplift+to mod.* . - 6.57' , : 7:02 - ! 7.98 . 6.94: Downforce,ilo rtiodula .3 ., •: 0.95 i 1:4 - • 2.53 - .: ---1.22 Side,P Module' ' • . iii-ReAk / 120: 7.44. 7.44 : 7.44 , 1.44.. upitit.4-to MedUle -1.11 '-7.88 , : 8:83 - -4.79:., bowdoi.c9.-I,to mod*. 44N. Dowriforce. ., 0.95. : 1.84, 2.53'. . ' '3.22 '" Side.//mOdule j_ modul Side- • t/- //module 150 11.77 - 11.77 11.77 : 11-.77 '•l.lplIft,"'to Module _ 1163 , 1163. : 11./7", 12.73, : 09wriforce,-1-tcrmody0. , . • -I- ::peiPendicular/n611141. • 0.95 . 1.84 :. • 2.53 :3-22, ,-.•Side,//,modUle if ;parallel' . " . . ... . , . For installations that do not comply with the limitations onpagetjefer to wwW.unirab,coni for an engineering design guide to;manUalty-CakulateioadeOt contact your distributer. . The design'is basedOn and n'cornplianCe-With the f011OWingcbdastStandardS:• , • • 1.. 2003 International Building Code by International Code Council inc inc„2003. 2. 2006'International Building Code, by International Code Council, Inc.,2005'. ., . 3. Aluminum Design ManUalf. Specifications and Guidelines for Aluminum ttruaures,.by'The.Alkiminum Association,WaShington, U.C.,2005. - -' • *- ..: ' . , ' :,,-, - 4..'2007 California Building Code(CBC), based on the 2006 International Building,cooe,.bylniernatiOnal • COO COuncil-, Ino;,-2006,. :. ' ' - - ' - ... , ,... ., . . . . . -. •,. . ..... . - .. . , . _ . . _..... .. . ' ... , . , El IN,00fnid ac,3 Vr110 11It i V A AO h i0O'sva gm:1), , . . • 1.',-• '- .,. • • ' •--• --- - :- - ' ' .... . .... Technical Datasheets ' . , ' islelliN -RAC .. .. , . .. _ ,,„. . ... . . . ....,. . . . . . ... . • ,. , ., . .. _,.,..,,„,„,,,,..,0,.,,r,_ _ .. _ ._ . .. .., .. clS*.• ' ' UN1RikC-SolarMount-1 2.5.Engineering•Report,-Page 1.of 2 .. . . . . . . . • .90 miih,Witid.thart ' • Max Span(inches)..-. • . • Uplift 1 tThiciiiio . . Ground-Snow - - Po:51rd Loada-(pOUrids):UN DOwnt Side. : - . • • ModuleSize... ..4... ..` ‘' . 20, 30 " 40- .... .. 52x-35" ' - 76 . • • 67 .57. • 51. 310/355173 . 271/392/123 •231/385/144- ' 205/423/163 • 65".i,40" - • 63 • 56 • 51 , 45_ t-,:-, .• , a 319/365/7.5 . 284/410/129. . 259/430/161 .229/473/182, - '•dik, . , , _ .. ,. . ,- 7_7" 51'' •• 50 • • 44 - 41• • .37 ...., .. . . Downferce .• 300/344/-70- 267/386/121. • 249/414/156 224/4t11 177 _• 1.- module Side //module. , _ . - ' 110.mph Wind Chart t • . - Ground:SnowKnow-yout:lienits1- ' Module-Size . 0.' - -. - 20 . . .. .30; , , . . 40,4 .. Check attachment. .... .. ... - - r i 35" : ..„ ... 64 •-•• •.'• ' 62 •• - 57' • . .: I 51 . • • load limits. , 399/423/61 386/437/115 354/4551144 314/452/163 , . .. ,6 :x-4o" • 53 , • • -51 ' _ 48 - • 45 - 410/434/63 397/449/116 372/.479/152 - . 351/.505/182 ' .7r)(4r - 42 • - • 41 • • • 38 - . 36 • .' , , 386/409/59 . 373/422/111 ,, , _350/450/143 ' '.331/477/172•:, - , • ,. ' 120 mph Wind Chart • Ground Snow . Moduie Size ,.0 . • 30- ' ' - -52",*-35" -- - 59 ‘. 59 -- - - -- - -- 51 442/456/56. , 437/463/108 ' 413/490/140 : 376/495/163 • . - 06'*-40^ ' - - .-- -49, • .46 43 „ 454/470/58 _449/475011 424/593/144 403/'530/174: . - 77' x51" .-, 39 • 38 , 36 ., . 34 - ' • 427/443/55 - . 423/447/105' '• 399/474/136, 379/499/164 . . ... , '• ,.. 1 50.niiih Wind Chart . . _ ,. . . 'Ground-Snow' - . .. ModuleSize . : •ti• I . - 20-.. ' 30 , . . . 40 r,, .. • '52"i-3 •'5". - I 48: -.. 48 -.'. • 48 46 ••• , ' - . ,' .566/559/46 • 568/559/89 . 565/566/122 - -544/588/149 . - 'S.T.E.i40.1! - 40 • _ ; , , ' .40 ; -• . - _39 - • • ' .38 • : f - - - •401/57.41 47 -5811-5741-91' „. 581/581/125 ,55916041-15:3 • ,_ 7.1i 51" • •,. .31. 31' •-, • "31 30 :S47/340/.44. . .547/540/86 . 547/547/1-18 , .526/.569/144 Installation of producte related to this engineering report is subject to the n3quirerntints beleW: •Olush.roof installations only modules mustbe 10"from roof surface -- '• • •The bUilding hae either a flat roof,0.gable.roof s 45*,or a nip roef's 27* , •Thereof has a riiinimpm slope of-1.?. . , • Installation Must have it least 4 modules grOuperi together.(MinimUm 50 ft2) . •Surrounding 6round area must not slope more then 10 degrees - ' ••Location-must fall Into Wind ExpoSUretategory B or C ' - •Building height must be less than or equai.to 30 feet ' '• . • - •For roof zones 2 end a use.1/2 Max•Span: ' ' ilvlax centilever=1/3,ivtax Span , . .'•dreundsnow•loads are adjusted for roof slope and temperature based on ASCE 7-05 , •Long edge of module must be perpendicular to the beaM. . „ -The installer must comply with the responsibilitiei and instructions described In the install manual •The installer must confirm that the method of attachment(components and-hardware)and ' StrUcture.can handle the gIven point loads - ' .. . . . •In.regiorit with ground snow-loads less than 20 psi but not zerb,the roof angle in degrees must be greater than the horizontal distance from eave,to-ridge/50 , • System dead load,including modules and mounting hardware,must be between2•and.36 pat -•InipOrtance failois are equal to 1.0 in all cases. •Unbalanced and:drift snow loads have not been considered. , -Installations Must be In seismic site.clasS A.B,C,or D , ... . •Spectral response acceleration,Ss,is s1.5 lend s 0.35 If loads area 39 psf). • ,. . . . . . al Vrifftn )41.11LM 1.1111)10Ak' !it''i.t.'d'_.1',1,1c,- . . - . ' .. ,c � iof ( [ Technicl Datasheets UN'IRAC. • .- - - - p- r,t1P(G.Rt!{lraarw . - - . . . 4. �®:._ UNIRAC SolarMount-I 2.5 Engineering. Report;:Page 2 •of 2 -Engineering Variables. •Description. '- '• ' `Variable- .Value . . Units - _ .- Building Height • • ' .h.- - 30 ft ' Roof Pitch - 0-45 degrees .. Wind Exposure Category C ,- , Importance•Factor '" I ' 1' Effective Wind Area 50+ ft2' Topographic Factor -KA' 1 - ' Roof Zone ... - . . ' . . '1 .. (use 1/2 span•for.zones.2 and3) .... .... . "Design'Wind'Loads .. .. . , . .-. -.. Basic Wind Speed (mph) 90:. 110 .:- • 120 ` 150• ; - "Max Design Wind-Load,•Peet;-Uplift(psf), - -19:2 -28.7 -342 -53:3 ' Max Design Wind Load, Pnet Downforce-(psf). 1:7:5- .. . '26.0. 31:1 .48.4. , Dead,Snow,and Earthquake Loads . - . . . . . . : . _ .. ... . . - 'Dead:'.Load;min/naz, - ' ' '' ... ' ' .; 2/:3:5. .psf _ Eartliquaice,•Load . 2.8, _. psf . _. •. -. - ' , Ground:Snow Load,.Pg,(pounds!ft2) 0 .20' 30 40. 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Oral a pilot hble(f14."diameter)for.the lag bolt-Backfill with sealant* 4,. *;' „ :°73. - 3..._Insertthe`flashing so the top part is:under the next row of y”1 �tl�Y �. shingles and far enough up slope to:prevent water infiltraation >�z 1 r�`4, u - � ®_. -.--� through'vertical joint in shingles :��s' d-4 ,R. :a '.}'''`1 4: Line up piot•hole-with GreenFasten hole.. ,,,i.,7?-7...¢- 'e� ,r"• ' : •5: Insert the lag'bolt through the-EPDM washer,,the top compression • < ,} .ay � ,.r. component icti -_and.the, d,hole .. .,, P - gasf�te # y -..- m. in the:flashing,and into.the rafter Pe t� a ,ti � ' - Torque.to 140 inch-pounds •�" . 1 , . 5 6• Consult an eer or• to.www ecofastiensalacoorn:for en lrieen data. S ., ;• ,' *EcoFasteit recommends Geocel 2300 g,, 11.1 .-,i) , _ . • :SFr .7.y dtil..f _ - },fr- - t. , f4� { Lal• .. .. .. .. - rw�� e rrr- �„�JJJ777�C,�,,. ®6aaFasten5da®Naonta�ptoter�dinkrmpin}�frc Ai4¢asrexired 011lb/ll Sec.2-I sFLai./if"' I 4. i -.IA-AT.; . , . • ,e V rft-41-)N.VAtiA • GREENFASTENTh-PRODUCT GUIDE — GF-I T.:it if•-;,, . 'tttli-- . • Bill of Maieri oh' ..!:. e4 ,),„ , ,••,,,, - . - iXict t'4744/, "-- ,-":-.''*;4 • ii 0'.'-'4','-'k ' -• I V'',..&.--'71 •Materials Needed forAssernblk:fsee figure I,Sec:,I-.I),, Required Tools • 14'4;4'44 , . , 3111 ilea • Ilrliai,,,,i ,.\ 0> Item No. Description of,Material/Part - ' Quantity . , - IBLP:to tic; .0 , •..;..4.4'v7,4 1 -r,•:: • , Lag Bolt 5/16" • -By Others 4 ,. :::-_, --- ' 41161;141:11 : e's .1''''''''' 2 L-102-3 Bracket*(other options available) I - ...--. 3 • 5/16"Ef'DM Bonded 18.8 SS Washer I ., /1 t.I.,• • 4 GF-I I p. ./ _/: ' ;•",-,V..", Base Components Needed • ,,,..f.:1,,,,,,-., • f6.11'..c4 % , • f rb,l''i 4r-44V1W-11$:10:i • • r:I'‘:71':4.:•, •,:r.v•-„„k,..4,,,_, .1„f, ,•it._...41 ,anar . glIr 13 •. _ , ....- , _ , •, fa4,g4.,:. 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' • •'44....AT . --itt,' -.'":t4f4.- 0 Eafeeen Sclort9 ra careen under Al ' fereftei Cf1.1161i1 - , , t_1.--toi: ,.,-,_,. plumed copyttt. tights ,• ' ••Sec.1:1 fiS7j,k; o'44..* . t-", • :1:1414.Nk.7...t'et.4.1.;:::1-`:,lazr1 , . ,, . , .., . . , ,. . ., , .,..... . .., .. . ... . e - - —.ta-- -..-- .lir.lr.raw,i7:1-7 -..• --A-w.xfr•s1-404,mitai,:-: .•-r7r,:!.-zr7g.'',..' -•-='!-F(-7F:'*7177'1-r''''"7---.7_.-.:,.-.,• - .....crr--:".,?7•Yrror-v,rn•re-,--, 1.7,,:.• .....„. ,1,,IN ' I ' ' ''''''-'' --".. --- - ,. .. . .... • ..,.. .. . ... ....... . .,,.... .. „ ..„..._ _.,. „,,,,. _ . . . ... _, .f... . . , i* i f .0*- ''''''': 17" ':i'' -''''S iii art Syri. . chs- • •-• . . , . , . ,•, ,, . , _._ ,.... , ;i•-_,,, • '•-•,,I. -..,, ,,- . - • . •-•-: ..-- '...; ..4,,,' .04..er.,,e' '' .i,461,- .. . _ ._ ••... ..i.••••,,,, -, -. ... -. . . .,•,:: , , • . .... * 4,3*., c ,„. , . ...... . . ;,, . •' • Zr',4';'i)4';',....: -, ,..m:7-,- ,,,,,t.,',,,.2.:".:',7,'"!'",.'tt'!- "''',,,'''''". •'_•I'" '':•''''`-."^"'-' ...,.''''.'' ,..', ,..'', .-.. ...1 ,: 4...:_.',. , _,... _.:....,, •,--4.44- , S. . ;.,...e.' • - CENTRONP-'GPRS SmartMeter ,.•_3.,. . , . -Srriaitynch's.Akintilikteiiai !!tneteftrig k.eatiOn.ieatares a,cornPlopiCations module that is , . . . , - ':41',":' , -471A-,.•• . integrated into the Won CENTRC*4.electricity Meter.The:C4NTRON.SmadMeter communicates- with a server running SiiiarlSynah!sliransbction-Managernent.SysfemTM"iTM5)and compiles, : 'f.1 • , rz, ,,,,T ill-, -',„, with t‘NSIC12,19'prOtacols.fe:r:deta starcige and-tTanSnissien; 1 ., This solUtiOndeliversactIonebie intelligertce.(critiCal'uSageand rate data)over Secure pytiet... 7-7-a.- wlieleit networks(such as AT&T and Rogers loVirele4)and the Internet;-in lieu of cumbersome . :... • . . ,. . ' • .';',,,,..,;. • ''';':,,'!":-..1 . :;,;!;:'; . and expensive Ovate networks:"Thismakesmoss deployments 4w:*-er,easier,and more scalable,providing.a signfiltantly.greater.Return on ResourcesigoR)for utilities. . . -.,Sli_ . .-Unlike froorietary,•CIO,sed-arChiteCturd-soluflortiOtie-CENTRON Smarfmeier isiis.sentiCiti a ,,... . Itrota - - .futtiO-pirigitnve.strirentyi tectinolagYJIS.Standard145ased lf•cannectiVilY matoiSit adaptable .!,. ,,-' .--"7' ps and field-upgradable to support-tada,?s'sensoring and comrrainias we cations.needs, ll . . tOrnorroW's oppodunittei„Oettefihariani alternative •t-t. r : ' l';.,L.. . ... , • . , .,..s.,•.,.,,•• •F.....0 n. o. ti,o:-n- s •$..F,_ e.,..at.,,vres w4gratsft,fypfks7,•, kOetia...ii..._._,,..._•• Components , - .y..,.. .,. . • :.,.1;f• , '•pF.,R..• - - . : , . , i.Rodio' ciptio;'MoFt0e..Boarcl,(RCM) .., Capacitor Storage Bon$F.(CSB) Advanced Metering444CftOna4i' -, - '''GSWOPINici0ei*r a.Ftei:614•Tviii*diriato'Retrie,kir. . .. „ •Scheduled and'On4pemand Reads - .•Internal Antenna .'Tilt DeleCtOr , .. . .-, ... ., .., . , •Itevat'Readr(5;-,1).5;;:30;oo ininutes). nr ... ...._ • .•Temperature Sensor i•Re01-Pir.te interval R004;- a:Aulornated Register,Self-Read Retrieval Operating Ranges ., . , , ... '•Demand Resets - - - : ,tfitiiiiiet op—re- .,, , , •''Real-tin:le Meter Event and ilarrnItetrievOT - .opepattrig i'_e6,.4061 .•1' •-ileaTirne Power.6060 and Paw*Restoration' , •. . •• • . ,• ,- . •Transmasion(pPRS),:ii-4,0°C,45°C1 *Service Diagnostics and Tamper Detettion. P• ''0'. . , flitt.0iiO4iicl Humidity, , i •fA,f , - .•Meter ClockSynchronizatiOrt ' •..0%tO,95%,nen,Condenstng ..1- . ' ;i44..i.. •SnxirtMeter_5tatoiAccuracy .. : l • •Automated Meter Registration •/MO ANSC1 '440'for accuracy class 05% - •J''.11- •_ , , •Secore and Encrypted Data tranimissions. .,. ' •1St-Directional Metering , A edpliiteiii-1,'litdOstiV:$0iseifititi ens. 'T . •OverThe-M-SmckrtMeter Module Firmware '•FCC Port 15 Class B- . , , c UPgrade. , , •ANSIC37.90.1.-.I 989::(5WC). ..- poitsumetet.i.otro; • ., ' ANSI C12.*I(Clatt0r5)••19,98. ' .suo .4 : . 1' •-,PTCRB Cenittet , IV - •Clais2q.35,45 . . . . •Class .IS. •Netyibrk-Carder Certified.— ' i' , . - 'WO: WfiSYnctiInd. -•'Measurer-tient-Canada Certified i. '- •.aass 2001S..1 25;25S• f !o . , - ..;,,.. 4400 Old torsion Reed' *.ctol 326;!..eo• ' Jackson.ktsstsipOrr392tu , 1-883-342..1i130 „' , . 1/ .. ' .vwv.i.isicilivech cpm- - .: -• , ., ,. r.= ....: , - •' . # . , , . , . . • ., ,_ • . . . . ... . . ,. -: . • -.-. . . . . . -• • _.. .- . . • , • • . - • " . - • .41. ' - • -- ' -.• '' . .. . -, •., - • . .,, . .. • • ., . , - •.'"`,-,. .,s , 1 ., ' • , -• . . ‘• . . , . • ..,;.%.,-, . , • ....- . . .. „ ..-.. .. .... . .. .._ . ._.. . - , „ ,. . , _,. ..- ... •4 k".-j-'''.''"' '•)„.•• ",V.•. - • , """".-. • ' - 7rA,"V'rlro''`,.."‘"*"1"7",'",!e,"1",."`","*".••”•!"..•! •,,•—•rrpe.,•.!• •'r ,. r'.\ '• - ,_ .. :- )1 ' ' . ''''.11 . • " ‘A.i.'' ',' dfdWO-fe SPO-Qiiittilibil Stn— art- .„Syrelch!' . ;r:i .. •• •,: .- - _, ,- - • ,.... - ... . ise./„.- , • , . ''i : .1, v - . . -., .. , . . . . , . . , . • . . oji,. -fT.I;77,-1,,f,', .:-',.:(._...,., ,.,..,,,,,.,—.-. -. .,..-...--,-..-, ,‘-,.---,-,...::-,,-;,-,•,-,:. ki,..,-",'-ot,-.--.'-'-• ''',',4.--,•., .- -.,-_,..--;--', - •--i..l''''',.., ..4. -..tiaroVOrComponentir0 , . 9 . •0. 0.0f0ic:... • . i: ' Rolle Coniiol Modulelloard(RCM) 32-bit AZ4prOcetsor,25bli12!kM,$12K liasn. : ..,.. . Capacitor*nage:kink(CSB) Supplies PecdcPaWer.for deta-tranimans and Oi functions during: . ,- - ' • • - - ' — • .1 • ..,,,', •- - - - ,power outoges7rio bottenesreclutred , • , l• i....-.. „. _ • „ l,' '-.-•. 05/0/00-;Modern .p*rnadern cOrnmuracotes with,head-end using GPRS and SMS services . '1•'`'','i ' . ,, _ Internal Antenna - Flexible duct frequency 054antenno fOr.lhe.riocitem. Tilt Deteafei. Detects Unautherlsed movement or removal of tict,device. . , ;•1:' Temperature Sensor Monitors all temperatures to ensure Correct radiooperation ' . . •. . Temperature Ranges ,, 'Suiii0010d,A4'ek.ii',Forrett. -Opercitirigi-(-40#C;-+85°C): .,Class 26:.35.-.45, , . • , - i „ cAc0000:1S' . TrentrtissIon,.(WIreleisK(-40°C.485°C1 dist 200:25 12S 25S 1. Oaricie, _ - class 320;14 .0%to 95%non-COndensing Regulatory ik.iiidvifrY teiii,f,tatifint- " -i'-'‘,:,•-" s ' • , •'• • ' .. FCC Part'15•Ciosi,ii •' . ,- , '. r:•. ' - Acccrii;,rY. . ANSI C37.90..17 1989-:.Surge.Withstand.Capability(SWC) -,cs,-, ;-'• Meets ANSI 12.20 for accuracy 0.5% ANSI C12.20.(doss 03).71998 Measarpnienk.Canaaap*Ied. _ . r,• . . ' Network carrier dertinea.., .., -. ... ,,,:.•1,,, . .1hpyir/Oiiii*.,tigifipliOr iriieifgce• ,i,•401,iiliffan/Valy0s. Mociule:POr'oput vpitcio 1 20.VA d.- ... _. - . , I.i...:,-• . Meter Serial hterfecel; - 3.3V/Tr1.compatible asynchronovs c'ell" ...,. -• , . . .. , 3... • ,•.: .-...:i ... , ' . r .int14.011Pf7 f41.' The Sinarth4eter Module is a fully integrated,•under-the-Cover Opilon.Instde the CEitTRON meter.,The,CENTROtt'GPfiS. : • .1• . ' Mi*;.: ) .Srrigri eteristippe0 as one)complete unit ready for field-deployment: . . .. ' 1"*.-'.1 , . • VOisipn.dritiCompatibility kilditholion, - CENTitbgi..4efer.HardWare: ' - Supported meter forens,dosses.and IYPes.eqUipPed Willi battery l ' ,CENT1i0k Mpler Orrnwcso; IBD' SritcOMOdulek ' CENTRON GPRS 5rriartMeter Module .4 ; 11: • , STtaitSynah'fms: 'Version 7.20 or higher About... 5.1000yrtch:-me9dquattpte4 in.faCkson..Misi.Smarttyrich has developing successMSmcri Ged-rnteftence f •_ ,. ‘selUflonsfolitiejutCYinclustry since 2003.jhe cerripanY's clean-tech'Innovations in the two.wt4i 801.43ry of ieatime.enety usage :c.• dote)over'p1.1tiliiWcile.ss networks(AT&T Rogers etc.).In lieu of prINioie network build-outs,have to dote sirripilled SmortMeter .. • „. deployments for IP)moles WM American Ates,while enobing green-energy Initiatives and•degvering sId0711ctintlY higher.Returns on Resourcet. •'. i• , -.... „. ,. . V- , Unfke prerirletCiy,ploted-circtitecturesolutiont.SertortSynCil's Smarlmeten represent future-goof Investments in technotogy.The 0. .- itandoids-based IP conneCtivRy enabled n every,Smaithseter deployed makes thorn adaptable oricireinotely uPdrodopeio support today's sensor and cernMentatkmt needs.as.well os tomorrow's oPportynities,tielles than any olternOtive. . .• , • ..._ : .. •. .. •. , . ' .-,• I,`, . .. .- . ... - . .. . — ... - ' - . • . ' . • • ' . . . . ' "'• ' r ' . '-' 2' ": Ciii)ilktilti IC61;frricriSyrieW inc.,co tiiirire-iANed. - . ' •. ' . • • , . '. ., - _.., • , . . • . . . . . . . , • . • . , • . . •