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HomeMy WebLinkAboutSolar System 2017 TOWN OF MONTVILLE Building Department 310 NORWICH-NEW LONDON TURNPIKE UNCASVILLE, CT 06382-2599 TEL. (860) 848-3030 X382 FAX. (860) 848-7231 BUILDING PERMIT Permit Number: B2017-0358 Date: 17-Aug-17 Map/Lot: 131/048-000 Owner ID: 77000 Project Location: 15 ANDERSEN LANE Unit: Job Description: Install 8.55kW Roof Mounted Solar System Owner Nam Timothy R.&Lindsey Shea Tenant Name N/A Careof: 15 Andersen Lane Oakdale CT 06370- _ Telephone: Applicant Name Chris Gonya Telephone: t (203)416-6328 1 DBA: Posigen CT,LLC Lic/Reg Type HIC Lic/Reg N 639907 345 Huntington Tpke. Exp Date: 30-Nov-17 i Bridgeport CT 06610-1480 Construction Value Permit Fees Construction Information I Building Value: $5,000.00 Building Fee: $60.00 Use Group: IRC Plumbing Value: $0.00 Plumbing Fee: $0.00 Code: 2016 State Building Code Mechanical Valu $0.00 Mechanical Fe $0.00 Electrical Value: $20,650.00 Electrical Fee: $252.00 Construction Type IRC Total Value: $25,650.00 Penalty Fee: $0.00 Permit Code: R4 C of 0 Fee: $0.00 Comment Plan Review Fe $6.67 State Ed Fee: $0.00 Total Fee Paid: $324.67 It shall be the owners repsonsibility to schedule the following inspections a minimum of 2 business days in advance: Field set of approved construction documents shall be available onsite during all inspections. BUILDING PERMIT INSPECTIONS PLUMBING,MECHANICAL, ELECTRICAL PERMIT INSPECTIONS ❑ Footing-Prior to pouring concrete ❑ R Plumbing and leak test ❑ Deck Piers R Electrical ❑ Backfill-Footing drains and waterproofing ❑ Elec Trench-with conduit installed ❑ Concrete Slab-Prior to pouring concrete ❑ Pool Bonding ❑ Anchor Bolts-with sill plate and prior to floor frami ❑ Electrical Service CRS No: 0 ❑ Framing ❑ R HVAC ❑ Masonry Fireplace Throat or Chimney Thimble ❑ Gas Piping and leak test ❑ Fireblocking Draftstopping INSPECTION REQUIRED UPON COMPLETION ❑ Insulation 0 Certificate of Approval ❑ Certificate of Occupancy n Building Official's Approval: �1,;,f /7j,�, ,,, Town of Montville Building Department 310 Norwich-New London Tpke. Tel. 860-848-3030, Ext 382 Uncasville, CT 06382 Fax. 860-848-7231 RESIDENTIAL PERMIT APPLICATION FORM Permit No.: e 7—(33Sg Type of Work Oc upancy Type rmit Type ❑ New Construction an Single Family Buildin g R/Addition ❑Two-Family 0 Plumbing Alteration 0 Townhouse ❑JOlechanical 0 Accessory Structure Electrical CRS#: Property Address: 4.5-'44./J " ! ' ' 1-'4 1- (Number) (Street) (Unit) Job Description: rlwar-jL�.i.k - ,Jt9 to p" Alk/ ArZ / 0G, � itck) 7' Xsa e.- iy),0,tAu�r-..t? , 'I-# i?.QJ9j v Owner: /1'1t- Address: Jr-A nti.0OW rrl'f' GOAD City:/ al,, cTy14..L,T State: CI—Zip Code:Q ✓? Telephone( ) - Applicant: J?j� 6iDat/y.4 DBA: �717)6 'IJ►) c" -----, tLc Address: �5/✓�i1:90,Q c.rG(,/ / A9 City: ploy ii/L t, State: v./ Zip Code:.06�,' J/ Telephone( ) - Contractors - Complete the Following: License Type: License No.: Expiration Date: I hereby certify that the proposed work will conform to the State Building Code and all other codes as adopted by the State of Connecticut and the Town of Montville and further attest that the proposed work is authorized by the owner in fee and that I am authorized to make application for a permit for such work as described above. ❑ By checking this box, I will follow the requirements of the 2014 NEC as the alternative compliance per section E3401.1 of the Residential Code, instead of the electrical requirements in chapters 34 through 43 of the Resi.-ntial Code. Owner/Agent Signature: -g•-""--"7/3/ `4 Date: l�// onstruction Value Permit Fees Building Value: L5,e-0 D 0 Building Fee: Plumbing Value: Plumbing Fee: Mechanical Value: Mechanical Fee: Electrical Value: Electrical Fee: Total Value: Penalty Fee: C of 0 Fee: Plan Review Fee: State Ed Fee: Total Fee: Revised August 23,2007 energize M Permit#[For Jurisdiction Use]: CONNECTICUT PAGE 1 OF 3 CT Standardized Solar PV Permit Application Supplement Please fill in the following information and submit ALL applicable attachments. Date: 4F/1 ,1‘7/ 7 General Description of Solar PV Array: 2Y0 !II'Oct,(J ct System Size(kW DC): Solar PV Mounting Information Mounting Type(roof, pole,ground,other-specify): Roof Mounting System Manufacturer: UNIRAC Product Name and Model#: SOLARMOUNT Building Information(For Roof-Mounted Systems Only) Building Type(e.g. house,shed, barn, slab): House Building Height(in feet): Is the building permitted? 0 Yes 0 No 0 NA If no, reason: Electrical Description Size(amps)and type(phase,voltage)of electrical service:/e0 A, 1 Phase, 3W, 120/240// Amperage of main breaker: /0 a Will the value of main breaker change? 0 Yes 21 o To: Rated amperage of the bus bar in the main panel: /0 Type of interconnection (e.g. breaker-load side,supply-side interconnect): Cu/,,,y Electrical panel location: Basement If load side interconnect,will solar intertie into a subpanel? 0 Yes ETNo If yes, rated amperage of the subpanel bus bar? Value of breaker protecting subpanel bus bar? Attachments for application(See instructions on the next page. Example Attachments are available for download at www.energizect.com/sunrisene) ❑ 1.Additional Subcontractors and Information El 2. One-Line Electrical Drawing 3. One-Line Site Plan Drawing El 4.Attachment Details(Line Drawing)* ID 5. Solar PV Module Specification Sheets From Manufacturer ❑� 6. Inverter Specification Sheets From Manufacturer ❑ 7. Pole or Ground Mount Information (if applicable)* I] 8. Structural Evaluation(if required by municipality). See page 3 for documentation requirements. ❑ 9.Additional Information for Large Solar PV Systems(as Specified by the Municipality) *NOTE:Applicants should submit either Attachment 4 for roof-mounted systems OR Attachment 7 for pole/ground- mounted systems, not both. Version 8.1.2014 Town of Montville Building Department File Receipt Date: 10 Aua 17 ReceiptNo: 12551 Received From: Posiaen Job Address: 15 Andersen Lane Town Fees Collected State of Connecticut Fees Collected Bldg Cash: 10.00 State Cash: $0,00 Bldg Check: 1324.67 State Check: 16.67 Bldg Credit: 10.00 State Credit: 10.00 Fire Cash: 10.00 Fire Check: 10.00 Fire Credit: 10.00 Construction Value: 125.650.00 Demolition Value: 10.00 CheckNo: 3365 Received By: Carmen Kneeland A 11 Court 15 Andersen Lane ITEM QTY 5/UNIT TOTAL Building Plumbing Mechanical Electrical BUILDING AREA Basement,Finished SF $ 41.96 $ - $ Interior Renovations SF $ 36.09 $ - $ - $ AMENITIES Kitchen EA $ - $ Full Bathroom EA $ _ $ _ Half-Bathroom EA $ - $ - GARAGE Detached SF $ 71.53 S - $ _ MECHANICAL Warm-Air n Y/N Hot Water n Y/N Electric n Y/N Air Conditioning n Y/N $ _ ELECTRICAL SERVICE Upgrade Amps $ Subpanel EA $ 699.00 $ Gen Set EA $ 3,850.00 $ SOLID FUEL BURNING APPLIANCES Prefab Metal Fireplace EA $ 6,497.70 $ - Masonryw/lfreplace EA $ 7,096.65 $ - Masonry w/2 fireplaces EA $ 11,095.70 $ - Wood Stove,free standing EA $ 2,692.25 $ - Wood stove insert EA $ 1,859.77 $ - DECKS,PORCHES,SUNROOMS Deck SF $ 44.07 $ - Porch SF $ 149.38 $ - Sunroom SF $ 176.90 $ - $ POOLS&HOT TUBS Hot Tub EA $ 8,016.25 $ - $ Inground Pool EA $ 31,550.00 $ - $ Above Ground Round EA $ 6,299.46 $ - $ Above Ground Oval EA $ 7,019.75 $ - $ Pool Heater EA $ 8,984.25 $ - $ Inflatable Type Pool EA $ 1,200.00 $ - $ SHEDS w/o electrical SF $ 25.55 $ - w/electrical SF $ 26.85 $ - $ RENOVATIONS Roofing,Overlay SF $ 3.50 $ - Roofing,Strip&reroof SF $ 4.50 $ - Roof Sheathing SF $ 1.51 $ - Siding SF $ 6.75 $ - Windows EA $ 550.00 $ - Skylights EA $ 1,051.10 $ - Doors,Exterior EA $ 601.50 $ - Oil Tank,275 Gallon EA $ - Oil Tank,550 Gallon EA $ - MISCELLANEOUS CALCULATIONS $ 5.000.00 $ 20,650.00 Solar Install y TOTALS $ 5,000.00 $ - $ - $ 20,650.00 PERMIT FEE CALCULATIONS Construction Value Fee Building $ 5,000.00 $ 60.00 Plumbing y $ - $ Mechanical y $ - $ - Electrical y $ 20,650.00 $ 252.00 Plan Review Fee y $ 6.00 Certificate of Occupancy Fee $ - Plan Review Fee $ _ State Education Fee $ 6.67 TOTALS $ 25,650.00 $ 324.67 Figures are based on the 2006 RS Means Residential Cost Data DocuSign Envelope ID:2FC231 BA-2D25-4DED-B92A-2C44244B4D9C PosiGen Pure Positive Energy AUTHORIZATION FORM "TO ACT AS AGENT FOR" I, Timothy R Shea, owner of the premises located at: 15 Andersen Lane, Montville, CT 06353 in , hereby designate PosiGen CT, LLC and/or its subcontractors as my AGENT regarding my Permit Application for PV Solar System Install Signature: ned —Doc°$ro by: '-89A3CBD633EC435... Date: July 19, 2017 PosiG(� PosiGen en 345 Huntington Tpke, Bridgeport, CT 06610 Phone: (203) 416-6328 Date , 11,,o/c770/./ To: �/o z r✓ �� 1 o ATTN: Town Building Inspector Re: PERMIT AUTHORIZATION LETTER Dear Sirs: This letter serves as written authorization and notification that the PosiGen CT LLC Employee listed below has the authority to represent us in the procurement of permits and pertinent documentation on our behalf. This letter or a photocopy thereof may be regarded by any building official as its authority to recognize PosiGen CT LLC as our authorized Agent to sign on our behalf,applications for permits and any other related documents that may be required by you, and we agree that,for all purposes,we shall be deemed to be the signer of any such applications and related documents. Project Type: , f Location: 4 ��e` if _ �. •„‘ Authorized Agent: PosiGen CT LLC CHRi O'awyrei. Service Agent Name Very truly yours, HIC Licensee Signature License Number N/C.06-2990 V Printed Name Electrical Licensee Signature APPIr , Lic et' E—CC_ 010.3ef -.1e.` Printed Name / i' ,-.....4.L.7,wrested Zs the License Seride-�',`�vzces a ct•a . • t+ithst ,e - Qeaoae.Orceiev�ee )the rdval•beaskstIat � dz �dnde :e.v s dd Qgyo/^emaddress; 012 can access Yottr mo taanerelfe et ov- • vrto site a- :et - .3ke Ce coahractvz' � o Fr .rete�` � mas, o o$d lx�a3z4�saAd Q�oroI i z.aman ctyllo tectStruei3oFa> P03TG �A 000U6 POSIG Cr 1.1C 1 4.1rE.S-Ta sap • 33• UI.�ITIL4g'O B GE'ORT,CT'• 056/04480 ' FQ��• ,SC3� uc-rAEe ua S z- 4TS 1-11E.0633907 l301?02.7 r.....gQ_____ 7 • • A •-ti .-..1 .,,, •may � c'� c .-i. '�q,:�y _ •i:i�L i1�•1-• .... ._ ..„....„.%_;_,..,_ . it _ r t ••r, ••• 'k 'j. C P'L Z ,� - •tip _ -E' 4 - ter J-r, l„, _ s. • _ s - 0 $ - 1-1 3 ` is cqd by • • , the•pet' ttnegC . t x - • of COt15t11}]e!'PtoLe G!o j 1.1 I rf1,•V E?:t5 a re- sCOCLc� t>` • �, �_•�- �r�Cr�piV8 IJP • fi'z. r»•�,L �. r ti *-i _ '••. - ._ l4 nfUnasE.EEnt:iSa slUq' =i��_ ' +L. '�- lid , 4k•wl L1l-V •: ACC:W CERTIFICATE OF LIABILITY INSURANCE DATE(MM/DD/YYYY) 03/27/2017 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT NAME: Doug Jones PHONE/V480 951 4177 FAX c/o Artex Risk Solutions, Inc. E-MAIL o.Ext) ( ) (ac,No): (480)951 4266 8840 E. Chaparral Rd.:Suite 275 ADDRESS: Scottsdale,AZ 85250 INSURER(S)AFFORDING COVERAGE NAICN INSURER A:American Zurich Insurance Company 40142 INSURED INSURER B: Avitus,Inc.dba:Avitus Group Alt.Emp:PosiGen CT,LLC 175 N.27th Street,Suite 800 PO Box 2506 INSURER C: Billings,MT 59103 INSURERD: INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER:17MT901925547 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED, NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INTR TYPE OF INSURANCE ADDL SUBR POLICY EFF POLICY EXP INSD WVD POLICY NUMBER (MMIDD/YYYY) (MMIDDIYYYY) LIMITS COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ CLAIMS MADE OCCUR DAMAGE TO RENTED PREMISES(Ea occurrence) $ MED EXP(Any one person) $ PERSONAL&ADV INJURY $ GE 'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ POLICY JECOT- LOC — PRODUCTS-COMP/OP AGG $ OTHER: $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ (Ea accident) ANY AUTO BODILYINJURYPer ( person) $ OWNED SCHEDULED BODILY INJURY ) AUTOS ONLY AUTOS (Per accident $ HIRED NON-OWNED PROPERTY DAMAGE _ AUTOS ONLY AUTOS ONLY (Per accident) $ UMBRELLA UAB OCCUR EACH OCCURRENCE EXCESS LIAB CLAIMS-MADE AGGREGATE $ DED RETENTION$ $ WORKERS COMPENSATION AND EMPLOYERS'LIABILITY Y/N X STATUTE ER A OFFICER MEM E EXC UD D?ECUTIVE N/A WC 40-19-885-12 04/01/2017 04/01/2018 E.L.EACH ACCIDENT E 1,000,000 (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE $ 1,000,000 If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ 1,000,000 Location Coverage Period: 04/01/2017 04/01/2018 Client# EW5-CT DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached if more space is required) PosiGen CT,LLC Coverage is provided for 345 Huntington Turnpike only those co-employees 9 P of,but not subcontractors Bridgeport,CT 96610 to: CERTIFICATE HOLDER CANCELLATION PosiGen CT,LLC SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE 345 Huntington Turnpike THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Bridgeport,CT 96610 ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE 1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25(2016/03) The ACORD name and loco are registered marks of ACORD Town of Montville t Building Department CONSTRUCTION PERMIT APPROVAL `cA- Property Address -2-71./ / . _ = � �` fS � o1 LC- 44w5 Job�escriptionc5,OL/,(/zt__ Required Approval Department Permit Issuance Approval Tax Collector �, O /7 Signature/date Comments: ::: shal3".1%-'41Signature/ : �� _ date aLLD VL ❑ Planning & Zoning Required for all permits except Signature/date Plumbing,Electrical,Mechanical, Roofing,Siding,Windows&Doors ❑ Health Department Required for properties with private septic or well Signature/date Comments: ❑ WPCA, Administrative Required for properties on sewer Signature/date Comments: ❑ WPCA, Operations When Required by WPCA Signature/date Comments: ❑ Department of Public Works Required when project includes driveway work or certain drainage requirements Signature/date Comments: ❑ Montville Police Department Required for all permits EXCEPT one and two family residential Signature/date Comments: ❑ Copy of State Dept. of Transportation Certificate Required for Structures over 100,000 sq.ft.or with more than 200 parking spaces-Official copy of STC Certificate of Operation required—per CGS 14-311 Signature/date Building Department Final Inspection Reviser f March 23,2015 VECTOR VESTDR VSE Project Number:U1900-1650-171 August 8,2017 PosiGen ATTENTION:Brittany Maher 345 Huntington Turnpike Bridgeport,CT 06610 REFERENCE: Timothy Shea Residence(87281): 15 Anderson Lane,Montville,CT 06370 Solar Array Installation To Whom It May Concern: We have reviewed the site survey and photographs provided by your office relating to the installation of the solar array at the above-referenced site.Based upon our review,it is our conclusion that the installation of the solar array on this existing roof will not adversely affect this structure. It is our understanding that the structural components of the existing roof framing are in good condition and free of damage. The design of the solar panel racking(mounts,rails,etc.)and connections to the roof is by the manufacturer or contractor. Please note a representative of Vector Structural Engineering has not physically observed the roof framing. Design Parameters Code:Connecticut State Building Code,2016 Edition(2012 IBC) Risk Category:II Design wind speed: 135 mph (3-sec gust)per ASCE 7-10 Wind exposure category:C Ground snow load: 30 psf Existing Roof Structure Roof structure:2x4 manufactured trusses @ 24"O.C. Roofing material:asphalt shingles Roof slope:25° Conclusions Our conclusion regarding the adequacy of the existing roof is based on the fact that the additional weight of the solar array is 3 psf or less. In the area of the solar array, other live loads will not be present or will be greatly reduced. Regarding snow loads,because the panels are slippery and unobstructed,effective snow loads will be reduced in the area of the solar array. The solar array will be flush-mounted (no more than 6" above the roof surface) and parallel to the roof surface. Thus, we conclude that any additional wind loading on the structure related to the addition of the proposed solar array is negligible. The connections to the existing roof shall be spaced at 48"maximum. 651 W.Galena Park Blvd.,Ste. 101/Draper, UT 84020/T(801)990-1775/F(801)990-1776/www.vectorse.com VSE Project Number:U1900-1650-171 Timothy Shea Residence \/ ECTOR 8/8,2017 E f1 e I n E E R S Limitations Installation of the solar panels must be performed in accordance with manufacturer recommendations. All work performed must be in accordance with accepted industry-wide methods and applicable safety standards. The contractor shall notify Vector Structural Engineering,LLC should any damage,deterioration or discrepancies between the as-built condition of the structure and the condition described in this letter be found. Particular attention must be paid to the maximum allowable spacing of connections and the location of solar panels relative to roof edges. Connections to existing roof framing must be staggered so as not to overload any existing structural member, except at array ends. The use of solar panel support span tables provided by others is allowed only where the building type, site conditions, site-specific design parameters, and solar panel configuration match the description of the span tables. Electrical engineering is the responsibility of others. Waterproofing around the roof penetrations is the responsibility of others. Vector Structural Engineering assumes no responsibility for improper installation of the solar array. VECTOR STRUCTURAL ENGINEERING,LLC oNuulrrk CT Firm license number:PEC 0001229qir �o'C011 NE a ys • * = .0032101 I • ZnErlflzw 4.1 "1010111/100— 08/08/2017 Trevor Hawkes,P.E. CT License:PEN-0032101 -Expires:01/31/2018 Project Engineer TPH/dgd . Town of Moab irnent Building Dep EVIE R CODE COrMP PNCE mit for. R Not t0o bFOconstrued as ape « �� any violation of the P 5 of the Connedlcut Bain Code File con F CoP/g 1...,.•sr--�""""' 651 W.Galena Park Blvd.,Ste. 101/Draper,UT 84020/T(801)990-1775/F(801)990-1776/www.vectorse.com 8/9/2017 servlet.FileDownload(2448x3264) I PosiGe ; _;.:_,_ , :„._ _ , ,,, . ,;.„ Solar Solutions\ PV Site Assessment / (� ., " 14?O Z.. Sn � Date: /4 /• Z?/ -- Customer Name: 1 r / �.� • I!- C Job it:___IL7—w--- Address: • :! ' '" Electrical Documentation G o,,o Electrical Service Circle one: Overhead IOW Service condition: Meter Location: r!// A"C+A4aer d7 Condition of Meter Pa . Good Bad Generator on site: Yes Q Main Service Panel Is there a meter lock: Y } Location: P�`� Manufacture: ../4///re-77 Main Breaker: f"" Y '.-,' Electrical Assessment Notes ie:mix matched breakers,multlpie tandems.Romer shoved in panel,knock out missing,no covers. Electrrcolsuaaestions S Aff ..L :, F ._,... .. ._, ..„.._ ,,, _, r IF https://c.na5l.content.force.com/servlet/servlet.FileDownload?file=00POV00000nw6sq 1/1 8/9/2017 servlet.FileDownload(2448x3264) f 2F`k / ..'1'4'4 � .5 aS-t {o„ dilliv Cji . b 7' Cr Structural Red Flags CJrde ag that apply sod document with photos Structural. Attic Access ,iliao Environmental: Asbestos Yes co) Single Condition V CO�D �icru��/ rm Ridge Beam 1 ? Vermiculite Yes No Rafter Condition SaC�� Mold Yes NI..9 Bulldmg Height'�Z�frO'eI(/ Is there a way to get lumber as long as the rafters into the attic? Yes No V HVAC Equipment In AttcyYes SFS / Attic is used for storage-Y//`No Array a Reeling Midge Roof Measurements MaMr.le to.. 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U co y;nwizb► o o aEmE U � ,—xo 8 O O o v n ♦♦RR n Ii V J O S C I— N N a. • N Y al T in '_ CD • Y al U) 00uO � o3r cm a) n� Lo -8 c15 NWm N co seipWo N o m'/� }r CO i5 .-- C U c '' E p ;2or--Qcv � MM0 � cn N Q ~ rGO0 APJJV 0© a ^ a Q �vUy0 C7 00 cti > m6 :• ai c ooc�nin (1) a) En Co r U o a) C C in O cc; O ,-- co NM R 0 f r r ,- <Q m \/8: 0 co co N co a to _ N Ob CV O N• O ©N N N O b CO (C) O cp (0 I- co C) C) V co N N N N 'V (O N- co 0) O N N N co N co «) C- M N w o zLo 6_ CV ZCO U) 7-r u1 uosaepuy N _.......„ Technical Datasheet (66 U SILFAB �I 1 s) SLA-M 280/285/290/295 / 300 •• •• The Silfab SLA-M 60-cell monocrystalline module series is the result of the experience of the Silfab technical team, specialized in the entire photovoltaic value chain, with modules produced and operating for over 33 years. The SLA-M modules are ideal for ground-mount, roof-top and solar tracking installations where maximum power density is preferred. Maximum Efficiency 60 of the highest efficiency, best quality monocrystalline cells result in a maximum power rating of up to 300 Wp. Positive Tolerance (-0/+5W) module sorting achieves the maximum electrical performance of the PV system. Industry Experts Sitfab's technical team has specialized experience in the entire photovoltaic value chain, with modules produced and operating for over 33 years. Highest Automation Strict quality controls during each step at one of the world's most automated module production facilities. Increased Quality Top quality materials and 100% EL testing guarantee a trustworthy 25-year performance warranty. Reduced Weight Engineered to accommodate low load bearing structures while maintaining highly durable mechanical characteristics including a maximum loading of 5400 Pa. 40" ,,,--" �~� Available in Black 63S .• aaDE H � JJ BAA ... • t I fa b \\ l��\`, ARRIA\ I A4 OIA HIGH SOLAR \`" — "4•.....r Module Power(Pmax) Wp _ 280 285 290 295 300 Maximum power voltage(Vpmax) V 31.7 32.0 32.4 32.7 32.9 Maximum power current(Ipmax) A 8.83 8.91 8.97 9.04 9.26 Open circuit voltage(Voc) V 38 7 39 1 39.6 40 40.53 Short circuit current(Isc) A 9.40 9.47 9.54 9.61 9.76 Module efficiency % 17.1 17.4 17.8 18.06 18.8 Maximum system voltage(VDC) V 1000 Series fuse rating _ A 15 Power tolerance --- _Wp _ -0/+5 A--- Measurement conditions:STC 1000 WIm'-AM 1.5•Temperature 25'C•Measurement uncertainty s 3%•Sun simulator calffiration reference modules from Fraunhofer Institute. Electrical characteristics may vary by±5%and power by-0/.5W. SILFAB SLA Mono Temyerature Coefficient Isc %/K0.03 Temperature Coefficient Voc %/K — -0.30 — —" Temperature Coefficient Pmax %/K _ -0.38 NOCT(*2'C) 'C 45 Operating temperature °C ---401+85 5tt_fAF `,l A Maio Module weight(±1 kg) kg 19 Dimensions(H x L x D;±1mm) mm 1650 x 990 x 38 Maximum surface toad(wind/snow)' N/m2 5400 Hail impact resistance a 25 mm at 83 km/h Cells 60-Si monoc —" Glass rystatline-3 or 4 bulbar 156 x 156 mm 3.2 mm high transmittance,tempered,antireflective coating Encapsulant PID resistant EVA Backsheet Multilayer polyester-based ___ Frame --- Anodized Al Junction Box _ y 3 diodes-45V/12A IP67 ~—' Cables and connectors" 1200 mm fa 5.7 mm(4 mm2),gzx connector,MC4 comparable •See installation manual ,ILfAR SLA Mone Module product warranty - 12 years 25 years Linear power performance guarantee >_97%end of 1d year >90%end of 12th year a 82%end of 25th year SILFAB SLA Mono Product ULC ORD C1703,UL 1703,IEC 61215, IEC 61730,CEC listed Fury _ UL Fire Rating:Type 2 (Type 1 on request) ______.__-._____------_—__ ISO 9001:2008 Caution: Read the safety and installation — – 9 manual before using this product. E t C ® a �Ey� .Om m Fraunhofer inters. ISE li Third-party generated pan files from PV Evolution Labs are available for 280M, 285M, 290M, 295M and 300M. 38 e Oanrge(A) - , , S VI 2 7,2(A) .f li �• I.bCnting Slot . l 1 ;1 g 11 41 lE [ R c-c v I Silfab`'"' R ` ' i = SOLAR ��- •+. at 242) Gram7r9 Mole +ihx+ws .m P f Silfab Solar Inc. 4,,,,,,,,....:.-"7"..-- .•�,..N.,-- i 240 Courtneypark Drive East•Mississauga,Ontario Canada LST ZSS Tel+1 905-255-2501 •Fax+1 905-696-0267 - �� info@sitfab.ca•wwwsilfab.ca iso . e, VJ solar - • • LLJ SolarEdge Single Phase Inverters Cr. For North America 11J SE3000A-US / SE3800A-US / SE5000A-US / SE6000A-US / SE7600A-US / SE10000A-US / SE11400A-US erter m 12.25 n waracs rant' 4a7./ar�� The best choice for SolarEdge enabled systems g• Integrated arc fault protection for NEC 2011 690.11 compliance • Rapid shutdown for NEC 2014 690.12 — Superior efficiency(98%) — Small,lightweight and easy to install on provided bracket — Built-in module-level monitoring — Internet connection through Ethernet or Wireless — Outdoor and indoor installation — Fixed voltage inverter, DC/AC conversion only — Pre-assembled Safety Switch for faster installation — Optional—revenue grade data,ANSI C12.1 USA-GERMANY-ITALY-FRANCE-JAPAN-CHINA-AUSTRALIA-THE NETHERLANDS-UK-ISRAEL www.solaredge.us solar - Single Phase Inverters for North America r SE3000A-US/SE3800A-US/SE5000A-US/SE6000A-US i SE7600A-US/SE10000A-US/SE11400A-US SE3000A-US SE3800A-US t SE5000A-US 15E6000A-US i SE7600A-US SE10000A-US SE11400A-US OUTPUT _-_-- - --- --- - Nominal AC Power Output 3000 3800 50006000 7600 ' 99809980�° 208V 11400 VA 10000 @240V Max.AC Power Output 3300 4150 5400 @ 208V 600 8350 10800 @ 208V12000 VA 5450 @240V 10950 @240V AC Output Voltage Min.Nom:Max t" . - / - 183-208-229 Vac AC Output Voltage Min.Nom:Max!" 211-240-264 Vac AC Frequency Min.-Nom.-Max."' 59.3-60-60.5 Hz Max.Continuous Output Current 12.5 16 I 24 @ 208V I 25 1 32 { 48 @ 208V 47.5 A 21 @ 240V i 42 @ 240V GFDI Threshold 1 A Utility Monitoring,!standing Protection,Country Configurable Thresholds Yes Yes INPUT Maximum DC Power(STC) 4050 T 5100 , 6750 I 8100 1 10250 ' 13500 i 15350 W Transformer-less,Ungrounded Yes Max.Input Voltage S00 Vdc Nom.DC Input Voltage 325 @ 208V/350 @ 240V Vdc Max-Input Current" 9.5 13 165 @ 208V 18 I 23 I 33 @ 208V I 34.5 Adc 15.5 @ 240V 30.5 @ 240V Max.Input Short Circuit Current 45 Adc Reverse-Polarity Protection Yes Ground-Fault Isolation Detection 60ku Sensitivity Maximum Inverter Efficiency 97.7 98.2 98.3 98.3 98 98 98 % CEC Weighted Efficiency 97.5 98 97 @ 208V 975 97.5 97 @ 208V 97.5 % 98@240V 97.5@240V Nighttime Power Consumption <2.5 <4 W ADDITIONAL FEATURES Supported Communication Ethernet,Interfaces ZigBee(optional) Revenue Grade Data,ANSI C12.1 I R5485,RS232, Optional" Ra..* n-NEC 2014 690.12 } Yes- STANDARD COMPLIANCE Safety UL1741,UL1699B,UL1998,CSA 22.2 Grid Connection Standards IEEE1547 Emissions FCC part15 class B INSTALLATION SPECIFICATIONS AC output conduit size/AWG range 3/4"minimum/16-6 AWG I 3/4"minimum/8-3 AWG DC input conduit size/#of strings/ 3/4"minimum/1-3 strings/ AWG range j 3/4"minimum/1-2 strings/16-6 AWG 14-6 AWG Dimensions with Safety Switch 30.5 x 12.5 x 10.5/ in/ 30.5 x 125 x 7.2/775 x 315 x 184 (HxWxD) 775 x 315 x 260 mm Weight with Safety Switch 51.2/23.2 I 54.7/24.7 88.4/40.1 lb/kg Natural convection Cooling Natural Convection and internal Fans(user replaceable) fan(user replaceable) Noise <25 <50 dBA Min.-Max.Operating Temperature Range -13 to+140/-25 to+60(-40 to+60 version available') •F/'C Protection Rating NEMA 3R "'For other regional settings please contact SolarEdge support. pi A higher current source may be used;the inverter will limit its input current to the values stated. "'Revenue grade inverter P/N:SExxxxA-US000NNR2(for 7600W mverter:SE7600A-U5002NNR21 iU AO version P/N:SFmrorA-U5000NNU4(for 7600W inverter:SE7600A.US002NNU4), ETA rL' ME RoHS z solar - • • _ mmomm Ilular CDMA Kit �--- SolarEdge Ce Q for Single Phase Inverters c_) North America z SE1000-CDMA2005 G ., G , . . . c) . , . . . , , .. . . _ _ _ CD . L� '�s`,_ r.t'f I!'! ter I _ 6.. PR..1 l-Rf3p _ 44444 tri.rtkkii 444 tiYiiaiiii� - ^..� ".- ,:t„ - -.. F c:- .r �1 III • I Ik R' '1.. etblox, 14/11 ,; i+ _ I f t� 03S ¢D 44;I n MOAeI USA•C200 t or r �� 82esee seafe 004 t• I. _+. ' ME ID:R10000369H7N9D is : rn .' = _ : I IINIIItlNIO1ll111(11III1111 I, r .Mott.%,,r a h ! ;- tai — .� F.FHw10,lwwwtr .:,.,i__ yw e1 :5:17.too Cellular Internet Connectivity - Connects SolarEdge inverters wirelessly to the Internet — No need for Internet infrastructure at site — Installed within the inverter enclosure for outdoor resilience — Enables remote analysis and troubleshooting — Comprehensive coverage in the US — Immediate monitoring connection feedback For a detailed coverage map refer to the following link and select the lx Coverage option:http://www.showmycoverage.com/mycoverage.jsp?id=AER789IS USA - GERMANY - ITALY - FRANCE - JAPAN - CHINA - ISRAEL - AUSTRALIA www.solaredge.us solar - • • ! SolarEdge Cellular CDMA Kit for Single Phase Inverters North America SE1000-CDMA2005 SE1000-CDMA2005 UNIT FUNCTIONAL Number of Inverters Monitored with a Single 1 CDMA Kit Data Sampling Rate 15 minutes Data Upload Rate Every four hours Data Plan 5 year prepaid plan(non-extendable C) Supported by Inverter Firmware CPU v3.12xx and above RF PERFORMANCE Operating Frequency Min.-Max.CDMA 800 Modem transmit:824-849,Modem receive:869-894 MHz Operating Frequency Min.-Max.CDMA 1900 Modem transmit:1850-1910,Modem receive:1930-1990 MHz Antenna Connector RP-SMA Maximum transmit power 24 dBm Receiver Input Sensitivity T 107,Min.-106 dBm (Forward Link RF Level @ FER<0.5%) yp STANDARD COMPLIANCE Safety cUL,UL60950 Emissions and Radio FCC parts 15,22,24 class B,Industry Canada(IC):ICES-003,RSS-102 INSTALLATION SPECIFICATION , I Dimensions(L x W) 3.55 x 1.35/90.5 x 34.5 in/mm Operating Temperature -40 to+185/-40 to+85 ! 'F/"C *New COMA Kit can be purchased when the plan expires Cellular Tower SolarEdge Portal •!) ((( )>) �lWWW r Inverter RoHS CSC solar • • • Lu N SolarEdge Power Optimizer 2 Module Add-On For North America E--- P300 / P400 / P405 C) CSC LLI CL power p •s n � F 51eacs 1 ‘NarcaA C.°:,, 4• / „: ;'''''''' 000. f/7/: PV power optimization at the module-level — Up to 25%more energy — Superior efficiency(99.5%) • Mitigates all types of module mismatch losses,from manufacturing tolerance to partial shading — Flexible system design for maximum space utilization — Fast installation with a single bolt — Next generation maintenance with module-level monitoring — Module-level voltage shutdown for installer and firefighter safety USA - GERMANY - ITALY - FRANCE JAPAN - CHINA - ISRAEL - AUSTRALIA www.solaredge.us solar - • • z SolarEdge Power Optimizer Module Add-On for North America P300 / P400 / P405 P300 + P400 j P405 (for 60-cell modules) 1 (for 72&96-cell modules) j (for thin film modules) INPUT Rated Input DC Power") 300 400 405 W • Absolute Maximum Input Voltage 48 80 125 Vdc (Voc at lowest temperature) MPPT Operating Range 8-48 8-80 12.5-105 Vdc • Maximum Short Circuit Current(1st) 10 Adc • Maximum DC Input Current 12.5 Adc • Maximum Efficiency 99.5 % Weighted Efficiency 98.8 % • Overvoltage Category II OUTPUT DURING OPERATION(POWER OPTIMIZER CONNECTED TO OPERATING SOLAREDGE INVERTER) Maximum Output Current I 15 Adc Maximum Output Voltage I 60 k 85 Vdc OUTPUT DURING STANDBY(POWER OPTIMIZER DISCONNECTED FROM SOLAREDGE INVERTER OR SOLAREDGE INVERTER OFF) Safety Output Voltage per Power Optimizer 1 l Vdc STANDARD COMPLIANCE _ EMC FCC Part15 Class B,IEC61000-6-2,IEC61000-6-3 Safety IEC62109-1(class II safety),UL1741 RoHS I Yes _ I INSTALLATION SPECIFICATIONS Maximum Allowed System Voltage 1000 Vdc Pxxx-2 series 141 x 212 x 40.5/5.55 x 8.34 x 1.59 mm/in Dimensions(WxLxH) 128x152x27.5/ 128x152x35/ 128x152x48/ Pxxx 5 series 5 x 5.97 x 1.08 5 x 5.97 x 1.37 5 x 5.97 x 1.89 mm/in Weight(including cables) Pxxx-2 series 950/2.1 gr/lb Pxxx-5 series 770/1.7 1 930/2.05 930/2.05 gr/lb Input Connector MC4 Compatible Output Wire Type/Connector Double Insulated;MC4 Compatible Output Wire Length 0.95/3.0 1 1.2/3.9 m/ft Operating Temperature Range -40-+85/-40-+185 'C/'F Pxxx-2 series IP65/NEMA4 Protection Rating Pxxx-5 series IP68/NEMA6P Relative Humidity 0-100 % :u Rated SIC power of the module.Module of up to.5%power tolerance allowed. . PV SYSTEM DESIGN USING SINGLE PHASE THREE PHASE 208V THREE PHASE 480V A SOLAREDGE INVERTERui Minimum String Length 8 10 18 (Power Optimizers) . Maximum String Length 25 25 50 (Power Optimizers) Maximum Power per String 5250 6000 12750 W Parallel Strings of Different Lengths or Orientations i Yes mit is not allowed to ma P405 with P300/P400/P600/P700 in one string. Power Optimizer Specifications—P300/P320/P400 solar- • • Power Optimizer Specifications - P300 / P320 / P400 P300 P320 P400 INPUT Rated Input DC Powerl', 300 320 400 W Absolute Maximum Input Voltage(Voc) 48 80 Vdc MPPT Operating Range 8-48 8-80 Vdc Maximum Short Circuit Current(Isc)of connected PV Module 10 11 10.1 Adc Maximum DC Input Current 12.5 Maximum Efficiency 99.5 Weighted Efficiency 98.8 Overvoltage Category II OUTPUT DURING OPERATION(POWER OPTIMIZER CONNECTED TO OPERATING INVERTER) Maximum Output Current 15 Adc Maximum Output Voltage 60 Vdc OUTPUT DURING STANDBY(POWER OPTIMIZER DISCONNECTED FROM INVERTER OR INVERTER OFF) Safety Output Voltage per Power Optimizer 1 Vdc STANDARD COMPUANCE EMC FCC Part15 Class B,IEC61000-6-2,IEC61000-6-3 Safety IEC62109-1(class II safety),UL1741 Material UL-94(5-VA),UV Resistant RoHS Yes INSTALLATION SPECIFICATIONS Maximum Allowed System Voltage 1000 Vdc Dimensions(WxlxH) 128 x 152 x 35 128x152x27.515x5.97x1.08 5x5.97x1.37 mm/in Weight(including cables) 760/1.7 830/1.8 g/lb Input Connector MC4 compatible Output Wire Type/Connector Double Insulated:MC4 compatible Output Wire Length 0.95/3.0 1.2/3.9 m/ft Operating Temperature Range -40-+85/-40-+185 'C I°F Protection Rating IP68/NEMA6P Relative Humidity 0-100 Rated SIC power of the module.Module of up to+5%power tolerances allowed PV SYSTEM DESIGN USING SOLAREDGE INVERTER SINGLE PHASE THREE PHASE 208V THREE PHASE Minimum String Length(Power Optimizers) 8 10 18 Maximum String Length(Power Optimizers) 25 25 50 Maximum Power per String 5250 6000 12750 W Parallel Strings of Different Lengths or Orientations Yes SolarEdge Power Optimizers Y E SM SOLAR MOUNT Installation Manual 227.3 C Code-Compliant = For ASCE 7-05 or ASCE 7-10 nom' U.S.Des.Patent No.D496,248S,D496,249S. Other patents pending. n 1111110 r nO ,.� --.-- „,///, lV ,, i r) .-• :// / Vis/ _//// / O ., y, , ,/ -13 /,/�`z. 2 ___ __ _...„,. / /f - --1-_____ ...._, --..--- i.. i ,i. ;4_,.. : rt , _...___._ ..r..... ..... ...._ _____ , d . .. ra rh Table of Contents O i.Installer's Responsibilities 2 Part 1.Procedure to Determine the Design Wind Load 3 3 Part 11.Procedure to Select Rail Span and Rail Type 24 Part III.Installing SOLARMOUNT = l [3.1.] SOLARMOUNT rail components 29 C I [3.2.]Installing SOI.ARMOUNTwith top mounting clamps 30 Pa [3.3.]Installing SOLARMOUNT HD with bottom mounting clips 36 [3.4.]Installing SOIARMOUNT with grounding clips and lugs 40 :I: li N I RA Pub 140130-icc A HILT!GROUP COMPANY 2014 by Unitas.In, All rights reserved. Unirac welcomes input concerning the accuracy and user-friendliness of this publication.Please write to publications@unirac.com. tP U N I RAC Unirac Code-Compliant Installation Manual SolarMount Step 6:Determine the Uplift Point Load,R(lbs),at each connection based on rail span You must also consider the Uplift Point Load,R(lbs),to determine the required lag bolt attachment to the roof (building)structure. Table 16.Uplift Point Load Calculation Total Design Load(uplift): P psf Step I Module length perpendicular to rails: B x ft Rail Span: L x ft Step 4 /2 Uplift Point Load: R lbs Table 17. Lag pul-out(withdrawal)capacities(lbs)in typical roof hunter(ASD) Use Table 12 to select a lag bolt size and embedment depth to Lag screw specifications satisfy your Uplift Point Load Force,R(Ibs),requirements. Specs is 546. shafts Divide the uplift pointload(from gravity per inch thread depth Table 11)by the withdrawal capacity in the 2nd column of Douglas Fir,Larch 050 266 Table 12. This results in inches Douglas Fir,South 0.46 2;5 of 5/16 lagbolt embedded thread s depth needed to counteract the Engelmann Spruce,Lodgepole Pine uplift force.If other than lag (MSR 1650 f &higher) 0.46 235 bolt is used(as with a concrete or steel),consult fastener mfr Hem,Fir,Redwood(close grain) 0.43 212 documentation. Hem,Fir(North) 0.46 235 Southern Pine 0.55 307 Thread It is the installer's responsibility depth to verify that the substructure Spruce,Pine,Fir 0.42 205 L and attachment method is Spruce,Pine,Fir strong enough to support the (E of 2 million psi and higher maximum point loads calculated grades of MSR and MEL) 0.50 266 according to Step 5 and Step 6. Sources:Americon Wood Council,NDS 2005.Table 11.2A,11.3.2A Notes:(1)Thread must be embedded in the side grain of a rafter or other structural member integral with the building structure. (2)Lag bolts must be located in the middle third of the structural member. (3)These values are not valid for wet service. (4)Thi table does not include shear capacities. lf necessary,contact a local engineer to specify log bolt size with regard to shear forces. (5)Install log bobs with head and washer flush to surface(no gap).Do not over-torque. (6)Withdrawal design values far lag screw connections shall be multiplied by applicable adjustment factors if necessary.See Table 103.1 in the American Wood Council NDS for Wood Construction. 'Use flat washers with lag screws. hp 28 SolarMount Llnirac Code-Compliant Installation Manual :!UNI RAC Part III. Installing SOLARMOUNT The Unirac Code-Compliant Installation Instructions support applications for building permits for photovoltaic arrays using Unirac PV module mounting systems. This manual, SOLARMOUNT Planning and Assembly, governs installations using the SOLARMOUNT and SOLARMOUNT HD (Heavy Duty) systems. [3.1.] SOLARMOUNT rail components 0 ; 0 0 4 0 Q 0 f=" O O Figure 5.SOLARMOUNT Q rail components O Rail —Supports PV modules. Use two per row of O Aluminum two-piece standoff(optional)(3",4", modules. Aluminum extrusion,available in mill finish, 6"or 7"total height) —Use one per L-foot.Includes clear anodized,or dark anodized. 3/8"x 3/4"serrated flange bolt with EPDM washer for attaching L-foot.Unirac offers flashings for use with 0 Rail splice—Joins and aligns rail sections into single standoffs. length of rail. It can form either a rigid or thermal expansion joint,8 inches long,predrilled. Aluminum 0 Top Mounting Clamps-Includes T-bolts. extrusion,anodized,clear or dark. 0 Top Mounting Grounding Clips and Lugs O Self-drilling screw—(No. 10 x 3/4") —Use 4 per rigid splice or 2 per expansion joint. Galvanized steel. Supplied with splice. Installer supplied materials: • Lag screw for L-foot—Attaches T.-foot or standoff to OL-foot—Use to secure rails either through roofing rafter.Determine the length and diameter based on pull- material to building structure or standoffs. Refer to out values. If lag screw head is exposed to elements,use loading tables or U-Builder for spacing. stainless steel. Under flashings,zinc plated hardware is adequate. O L-foot bolt(3/8" x 3/4") —Use one per L-foot to secure rail to L-foot. Stainless steel.Supplied with L-foot. • Waterproof roofing sealant—Use a sealant appropriate to your roofing material.Consult with the company 0 Flange nut(3/8")—Use one per L-foot to secure rail to currently providing warranty of roofing. L-foot. Stainless steel.Supplied with L-foot r.- 29 : U N I RAt Unirac Code-Compliant Installation Manual SolarMount [3.2.2] Laying out L-feet for top clamps L-feet(Fig.8),in conjunction with proper flashing equipment and techniques,can be used for attachment through existing - roofing material,such as asphalt shingles,sheathing or sheet L metal to the building structure. ` Use Figure 9 below to locate and mark the position of the L-feet lag screw holes within the installation area. If multiple rows are to he installed adjacent to one another,it is not likely that each row will be centered above the rafters. Figure 8 Adjust as needed,following the guidelines in Figure 9 as closely as possible. +-Overhang 33%L max i.---Foot spacing/—., ri_. Rail Span"L"_, ;_ Ir I.— - i i1ii 1.m „it-b-: I{ i, If r \' r ii oif Ix II I . 1 i/x-1'/a" o 2. \ t,:, : i • �� ; 40_- �,....._ Note:Modules must he Lower roof edge Rafters centered symmetrically on the (Building Structure) rails(+/-2").!/this is not the case,call Unirac for assistance. v Figure 9.Layout with rails perpendicular to rafters. Lte 32 ::U N I RAC Unirac Code-Compliant Installation Manual SolarMount [3.4] Installing SOLARMOUNT with grounding clips and lugs Clips and lugs are sold separately. UGC-I To mounting clamps Module O • 1-bolt Nib c Figure 25.Slide UGC-1 grounding UGC-ti - clip into top mourning slot of rail. Intertek I Torque modules in place on top of Conforms m - .- • clip.Nibs will penetrate rail anod- UL Standard 467 i:ation and create grounding path through rail. SOLARMOUNT®rail(any type) Figure 26. Insert a bolt in the WEEBLug aluminum rail or through the clearance hole in the stainless steel flat washer.Place the stainless steel flat washer on the bolt,oriented so the dimples will contact the '`' aluminum rail.Place the lug portion ki ' on the bolt and.stainless steel _,-- flat washer.Install stainless steel flat washer,lock washer and nut. WEEBLug ^+ Tighten the nut until the dimples are completely embedded into the rad and lug.The embedded dimples make f' -- Stainless Steel Flat a gas-tight mechanical connection — w Washer WEEB �',.,�.�w ( ) and ensure good electrical connection ' „r+^"' y between the aluminum rail and the - r•....---0-` lug through the WEER. ,. ';,:.'` (MOUNT®rail 1_. , ..,,-" (any type) Figure 27.UGC-1 layout for even Figure 28.Single wire grounding and odd number of modules in row. with spliced rails. "X"denotes places to install UGC-1. "--- -1:4=4.-_, KEY .. _._._ ___. X.'..X __-__.f l r+ 1 1▪ + «»� { y.{c>«. r I PV mcxtule SOIARMOUVi mil(pry type) 1 1 11111111111 f t▪ . ' 1'. r Rao splcc J-L -t _,_.. ,.,..x .. X Geovndng Ug Even Number of Modules in row — copper w re 1 111111011.1111011iiiiiiiilillidi 11 ifili 11 111iI116111*i iTilil1.11iil?r vuuss sues....•u•ss.6. . �. I ...�.� Iii.d:: 2:_.usuL 1 • us....u.suu 111111111111111111111111111•111111111111 o•uu.suss... - ..AAser 41111MISIIIM••.••UIR w•Uus 4...•e•• 111111111M11.41111M111111111111,111M1 4111111111111111111. . Wit!PAMPAIMP ZRlgliPM titIALI.tru p•s•ssu MUM..m�� Odd Number of Modules in row , i Single grounding wire for entire array -�__ p.m. 40