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Roof Mounted Solar System 2014
Field Inspection Notice Town of Montville Building Department 860-848-3030 Ext. 382 Address: 53 Pires Drive Job Description: Install 8.25kW Roof Mounted Solar System Permit Number(s) B2014-0321, E2014-0221 Permit Date: September 4,2014 Not Approved Approva. INSPECTION Comments Special Conditions Roof mounted panels 12/30/14 DJ Electric panel • labeling • 12/30/14 DJ Electric 12/30/14 DJ • Final inspection and • certificate of approval 12/30/14 DJ Rev.Date: 1/18/06 Page 1 of 1 Connecticut Light& Power : Work Management System Page 1 of 2 Print This Page REQUEST DETAIL Request Number: 2401853 Contractor Contractor Name Roquemore,Megan Business Name REAL GOODS SOLAR Address 833 SOUTH BOULDER RD LOUISVILLE, CO 80027 Phone (303) 222-8483 Customer Customer Name LIANG,JAMES Address 53 PIRES DR OAKDALE, CT 06370 Phone (860) 885-1344 Other Job Location Building Number 53 Street PIRES DR Town, State. Zip Code MONTVILLE/OAKDALE, CT Cross Street Job Status / Prerequisites Status Date Completed Interconnection Application Received Completed 9/23/2014 Municipal Inspection Completed 2/13/2015 Job Assignments Technician Assigned Rossi, Gidget Area Work Center(AWC) New London Area Work Center Technician Email rossigm@nu.com Technician Phone (860) 665-6216 Job Schedule Request created on 09/23/2014 Scheduled Start Date Not Available Customer Requested Date 09/30/2014 Completion Date Not Available Meter Information Job Information Service Type Dist Resources Cat 1 Interconnection General Remark Contractor is the primary contact. Meter Number 868902542 Pole Number PAD 1680 Circuit Number 1Q01 Requested Date 09/30/2014 Work Required Code Catl < 10KW No Witness Test Customer Type Residential Inspector Remark 02/13/2015 - DAVID JENSEN Approved Request Note: If the work request is canceled, please contact the Clearing Desk toll-free at 1-888-544-4826(1-888-LIGHTCO) UnA rove J Fail [2 Add Remarks https://www.cl-p.com/wms/requestdetail.aspx?cd_wr=2401853&st rgmt=APPROVED&a=1&nl=insptrkrgst 2/13/2015 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: B20_1_4-0323 Date: 04-Seo-14 Map/Lot:039/098-001 Owner ID: 5520000 Project Location: 53 PIRES DRIVE Unit: Job Description: Install_8 25kW Roof Wanted SolarBystem Owner Nam ,lames&Christine Y.liana Tenant Name N/A Careof: 53 Pires Drive (aakdale Telephone: f• ; Applicant Name _Alteris Rene •• - Telephone: -1860153.5=3370 DBA: r .- • Lic/Reg Type HIC Lic/Reg N [35274 32 Taua nk SoULA1 Exp Date: 30-Nov-14 Btoainoton CT (_L,378- Corsg ructjon Permit Fess Cone nicfioeildnrrn_a_tion Building Value: S6.000.0o_ Building Fee: SZ2.00 Use Group: IRC Plumbing Value: MOIL_ Plumbing Fee: S0.00 Code: 2005 State Building.Code Mechanical Valu S0.00 Mechanical Fe S0.00 Electrical Value: S 5.000.00_ Electrical Fee: 530000 Construction Type IRC Total Value: $31.000 U0 Penalty Fee: S0.00 Permit Code: R4 C of 0 Fee: SQ On Comment Plan Review Fe moo_ State Ed Fee: S8116_ Total Fee Paid: S380.06 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 Certificate of Apo.•val • Cep cat: • occupancy _B iidina C>ffi.ic21 s A oval. �G �� Towt 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.: y`'? Nt b)33 Type of Work Occupartcy Z1r a Permit Type 0 New Construction (23I Single Family PD Building ©Addition Q Togo-Family Q Plumbing Alteration 0 Townhouse 0 Mechanical ❑Accessory Structure LI Electrical CRSd: Property Address: 53 Pires Drive (Number) (Unit) Job Description: Installation of_a 8.25kW roof mounted solar array using 30 SolarWorld SW275 Mono modules,a Fronius IG Plus A 7.5 inverter,and all associated electrical work. MilnerJames Liang Address: 53 Pires Drive City: Oakdale State: CT Zip Code: 06370 Telephone( 917 ) 238-4851 Applicant: Alteris Renewables dba RGS Energy ' DBA: Address: 32 Taugwonk Spur,Al2 • City: Stonington state: CT Zip Codo: 06378 Telephone( 860 ) 535 - 3370 Contractors-Complete the Following: License Typo: H I C License Na.: 063527411/30/2014 Expiration Date: I hereby certify that the proposed work wit conform to the State Building Code and all other codes as adopted by the State of Connecticut and the Town of Montville and further aide thgt the proposed work is authorized by the owner in fee and that t am authorized to make application fad a permit for such work as descnbed above. ® By checking this box, I will follow the requirements of the 2005 NEC as the alternative compliance per section E3301.2.1 of the Residential Code, instead of the electrical requirements in chapters 33 through 42 of the Restdenflel Coda, __ Owner/Agent SiBnaturs:_.._._... , _.._... Date: 3 t Cocoon Valueyi Pen»iE Fees Building Value: $6,000 Building Fee: ft:-.p. :00 Plumbing Value: _ Plumbing Fee: Mechanical Value: Mechanical Fee: Electrical Value: $25,000 Electrical Fee Total Value: $31,000 Penalty Fee: _ C of 0 Fee: Plan Review Fee: State Ed Fee: # I Total Fee: ,X 7 3,L Roiled August 23.2007 Town of Montville Building Department File Receipt Date: 02-Sep-14 ReceiptNo: 9668 Received From: Real Goods Energy Tech Inc. Job Address: 53 Pires Drive Town Fees Collected State of Connecticut Fees Collected Bldg Cash: $0.00 State Cash: $0.00 Bldg Check: $380.06 State Check: Bldg Credit: $8.06 $0.00 State Credit: Fire Cash: $0.00 $0.00 Fire Check: $0.00 Fire Credit: $0.00 Construction Value: $31,000.00 Demolition Value: $0.00 CheckNo: 8073 Received By: Carmen Kneeland Address: 53 Pires Drive ITEM QTY $/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 $ - $ MECHANICAL Warm-Air n Y/N - Hot Water n Y/N $ - Electric n YIN $ _ 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/lfireplace 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 $ 6,000.00 $ 25,000.00 TOTALS $ 6,000.00 $ - $ - $ 25,000.00 PERMIT FEE CALCULATIONS Construction Value Fee Building $ 6,000.00 $ 72.00 Plumbing y $ - $ Mechanical y $ - $ Electrical y $ 25,000.00 $ 300.00 Working before Permit Issuance n $ - Certificate of Occupancy Fee $ Plan Review Fee $ State Education Fee $ 8.06 TOTALS $ 31,000.00 $ 380.06 Figures are based on the 2006 RS Means Residential Cost Data energize `M Permit# [For Jurisdiction Use]: CONNECTICUT CT Standardized Solar PV Permit Application Supplement PAGE 1 OF 3 Please fill in the following information and submit ALL applicable attachments. Date: 8/29/14 General Description of Solar PV Array: 8.25kW roof mounted solar array System Size(kW DC): 8.25kW • 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):25 ft. Is the building permitted? ®Yes 0 No 0 NA If no,reason: Electrical Description Size(amps)and type(phase,voltage)of electrical service: 200A/ 1-Phase/ 120-240V Amperage of main breaker:200A Will the value of main breaker change? 0 Yes I] No To: Rated amperage of the bus bar in the main panel:200A Type of interconnection(e.g.breaker-load side,supply-side interconnect): breaker-load Electrical panel location: interior basement If load side interconnect,will solar intertie into a subpanel? 0 Yes II No 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) I] 1.Additional Subcontractors and Information Il 2.One-Line Electrical Drawing I] 3.One-Line Site Plan Drawing 4.Attachment Details(Line Drawing)* El 5. Solar PV Module Specification Sheets From Manufacturer El 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 RGS ENERGY Clean Power.Bright Savings. • Property Owner Consent Form Owner: -5-AMC S LLA►-3G- Address: S 3 i Kcs b Iz Town: C ,ki)Ack / /'1.c:,/.3 L'/ LLc- State: 0_7 Zip: G 6 3 7 v Phone: fM l - 2 3 k' 4 fl 5 i I hereby give permission to RGS Energy and their representatives to pull the required permits for a solar installation on my property. iCc- 7 / 7 1 ,. Property Owner - Date 32 Taugwonk Spur,Al2,Stonington,CT 06378 1 tel.860.535.3370 ( fax 413.683.2225 I R( St.ncrzn.cern CPL-02 Rev 09/03 STATE OF CONNECTICUT DEPARTMENT OF CONSUMER PROTECTION 165 Capitol Avenue + Hartford Connecticut 06106 Attached is your Home Improvement Contractor Registration. This registration is not transferable. Tor questions,contact the Trade Practices Division at(860)713-6110 or email dcp.tradepracticcs@ct.gov. Visit our web site to verify registrations and download applications at www.ct.godep. STATE OF CONNECTICUT mi,till 1// \/ l)I COA'.S/ 111 K PK011( 1/(1\ HOME IMPROVEMENT CONTRACTOR ALTERIS RENEWABLES INC ALTERIS RENEWABLES INC 833 W SOUTH BOULDER RI) 833 W SOUTH BOULDER RD LOUISVILLE,CO 80027-2400 I LOUISVILLE,CO 80027-2400 RGS ENERGY LIC.)REG NO. EFFECTIVE EXPIRES HIC.0635274 1 12/01/2013 1 11/30/2011 SIGNED • r / ')•."17 ,.F"".� ,'''''—'• /„^'1 •"?\ /---- ''.'` 4 ti ti,y 3 , �-;✓m„ 4�V.tNV it rt ---. _ .. _ --.. 4,;' w 1'_ r4,_* 11 IE tP r +. 16 w a 4 1 e 6 a Y w * a 4 w R i h 4, STATE OF CONNECTICUT + DEPARTMENT OF CONSUMER PROTECTION �� Be it known that ). FR 4' • ALTERIS RENEWABLES INC Ili ` 833 W SOUTH BOULDER RD " <i LOUISVILLE, CO 80027-2400 1I- r' Fes , P; is certified by the Department of sumerPtotection as a registered (k ,. ,, E HOME IMPROVEMENT CONTRACTOR !-, 1 Registr tion s# IIHLC 0635274 v 7.4 Lam; ' RGS ENERGY { - Effective: 12/01/2013 Expiration: 11/30/2014 ". \R illi m i Af.ltuh(nst(in,CMM liss moocr t .. f rn „ 11,'," ` Al.', \'8', ; f ,,4)) ,,,, 4' '1V �i t .1' .i, sj{i ' ' F1 '74 ''', '1.''',. r}k 1.-44 i:;.:0.1 ;.l-*4.i ‘''. '.i: i *'.1..6, ..iv ?, i,' 4?;,ru .1. Y.> i. t vr.e �Ar `.t ,. AINSURANCE CERTIFICATE OF LIABILITY °"TE'MM'°°mYY' 1 '1 2015 12/30/2013 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 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 Lockton Companies, LLC Denver CONTACT 8110 E.Union Avenue P PHONE FAX Suite 700 INC.No.Call: (A/C No): E-MAIL Denver CO 80237 ADDRESS: (303)414-6000 INSURER(S)AFFORDING COVERAGE NAIC# INSURER A:First Specialty Insurance Corporation 34916 INSURED Alteris Renewables,Inc. INSURER B:Zurich American Insurance Company 16535 1344665 dba Real Goods Solar INSURER C:James River Insurance Company 12203 dba RGS Energy INSURER D:Starr Indemnity& Liability Company 38318 32 Taugwonk Spur,Unit Al2 Stonington,CT 06378 INSURER E INSURER F: COVERAGES REAGO01 CERTIFICATE NUMBER: 12688213 REVISION NUMBER: XXXXXXX 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. INSR ADDL SUBR LTR TYPE OF INSURANCE INSR WVD POLICY NUMBER POLICY EFF POLICY EXP (MM/DD/YYYY) (MM/DD/YYYY) LIMITS GENERAL LIABILITY N N 1RG200052801 1/1/2014 1/1/2015 EACH OCCURRENCE $ 1.000-000 X GQMMERCIAL GENERAL LIABILITY DAMAGE TO RENTED ! PREMISES(Ea occurrence) $ 50,000 CLAIMS-MADE I X(OCCUR MED EXP(Any one person) $ XXXXXXX PERSONAL&ADV INJURY $ 1,000,000 GENERAL AGGREGATE $ 2,000 000 GENT AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $ 2,000,000 POLICY I XI JECOT LOC $ B AUTOMOBILE LIABILITY N N BAP5852403 1/1/2014 1/1/2015 COMBINLUSINGLELIMII X ANY AUTO (Ea accident) $ 1,000 000 BODILY INJURY(Per person) $ XXXXXXX X ALL OWNED SCHEDULED AUTOS AUTOS BODILY INJURY(Per accident) $ XXXXXXX NON-OWNED X HIRED AUTOSPROPERTY AUTOS (Per accident) DAMAGE - $ XXXXXXX • $ XXXXXXX C x UMBRELLA LIAB X OCCUR N N 000557241 1/1/2014 1/1/2015 EACH OCCURRENCE S D x EXCESS UAB CLAIMS-MADE 1000020609 1/1/2014 1/1/2015 10'000'000 AGGREGATE $ 10 000`000 DED RETENTIONS WORKERS COMPENSATION $ XXXXXXX WC STATU- B AND EMPLOYERS'LIABILITY Y/N N WC5852405 1/1/2014 1/1/2015 X TORY LIMITS OER ANY PROPRIETOR/PARTNER/EXECUTIVE OFFICER/MEMBER EXCLUDED? Ni N/A E.L.EACH ACCIDENT $ 1,000.000 000 000 (Mandatory in NH) If yes.describe under E.L.DISEASE-EA EMPLOYEE $ 1,000,000 DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ 1,000.000 DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES (Attach ACORD 101,Additional Remarks Schedule,if more space is required) CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. 12688213 AUTHORIZED REPRESENTATIVE For Evidence Only arks ,(/� l�Jc f "!, "� rte( ACORD 25(2010/05) The ACORD name and logo are registered marks of ACORD 7c 1 88-2010 ACORD CORP ATION.All rights reserved APEX Engineering www.thestructurals.com 281 East Hamilton Avenue • Suite 5 • Campbell • CA • 95008-0232 N�/ Telephone: 408.379.2068 • apex@thestructurals.com • Tuesday, August 26, 2014 5416-14 Liang 10136346 R.Ward CT RGS ROOF Photovoltaic to 4o DC Rating: 8.250 kW . Liang, James ;�� .� 53 Pires Dr. Oakdale Montville, CT 06370 Jurisdiction: Town of Montville To: Building Department, The aforementioned structure has been examined and it has been 'determined that the structure can support the proposed 8.250 kW PV system. We have verified the structural integrity of the roof framing and found that the installation will satisfy the structural roof framing design loading requirements of the state building codes (ASCE 7-05 based). The design is based on wind speed of 105 mph, exposure C, snow load of 30 PSF (riot reduced) and PV Panel of 3.07 psf. The PV attachment at 24" OC maximum, staggered has been approved by APEX Engineering. The photovoltaic system and the mounting assembly comply with the loading requirements. The roof structure is adequate to support self-weight of roof, PV panels and snow loading conditions and wind pressures. Sincerely, - Ground WEEB& <tModule Module Clamp l zf; 17 * : * Unirac Solarmount o No.30231 Q Rail wl L foot •,9�•r�;�IPfNSE�'��'L41/ Green Fasten Flashing: ''%„SSIONALE� ,`'s = ECO-GH-BLK-812 With , Module(TYP.) ti ry= ECO-CP-SO Compression Bracket EXPIR Rooftop 1 -- _ f — 5/16"x 3.5"S.S. Lag Bolt w/2.5•' Minimum Penetration �— ` Ke1S @2�" Sealed wl Approved Sealant . ,4- j. y�-�Es 6. FtO 2 .,1 Attachment Detail _ i Scale: 1” = 1'-0" AP EX Engineering www.thestructurals.com 281 East Hamilton Avenue • Suite 5 • Campbell • CA • 95008-0232 A`I Telephone. 408.379.2068 • apex@thestructurals.com P Tuesday,August 26, 2014 5416-14 Liang 10136346 R.Ward CT RGS _ ROOF Photovoltaic DC Rating: 8.250 kW ` Liang, James '‘‘74 '. 4, 53 Plies Dr. Oakdale •'••0' ‘* lL Montville, CT 06370 Jurisdiction: Town of Montville r.;'- To: Building Department, �T / The aforementioned structure has been examined and it has been determined that the structure can support the proposed 8.250 kW PV system. We have verified the structural integrity of the roof framing and found that the installation will satisfy the structural roof framing design loading requirements of the state building codes (ASCE 7-05 based). The design is based on wind speed of 105 mph, exposure C, snow load of 30 PSF (not reduced) and PV Panel of 3.07 psf. The PV attachment at 24" OC maximum, staggered has been approved by APEX Engineering. The photovoltaic system and the mounting assembly comply with the loading requirements. The roof structure is adequate to support self-weight of roof, PV panels and snow loading conditions and wind pressures. Sincerely, `"``,±ti I I 11111!/1/f 01 �`<' ps•.i.•� cTi — Ground WEER& �.;P 2°� 4��0 Module Clamp * �_ *'_ Unirac Solarmount s -a. No.30231 r Q :.:,-- S Rail w/L #oot 913�;�!( Ns O.'�t�,�'�� Green Fasten Flashing: '''"'�•,e6,,,,pNALE,s,\`s- _ - ECO-GF I-BLK-812 With ,111111111,"� Module(TYP.) ECO-CP-SQ Compression Bracket EXPIR s Rooftop / - _f -r' =_.._ 6 5/16"x 3.5"S.S. Lag Bolt 1/ '; w12.5" Minimum Penetration ,�-- s oR2Q" Sealed w/Approved Sealant � OA<,- Yf� 5 2faltel '"X6~ OG. :2__ ti Attachment Detail .__ / Scale: 1" = 1'-0" aic System °� D kW 32 Taugwonk Spur,Al2 le Stonginton,CT 06378 Phone(860)535-3370 Q Fax(413)Montville Sheet ListGRID-TIED PHOTOVOLTAIC SYSTEM Sheet No. Sheet Title 8.250kW DC @ STC PV-000 COVER LIANG, JAMES s per Ordinances of the PV-A01 SITE PLAN 53 PIRES DR. OAKDALE MONTVILLE, CT 06370 is of the Town of Montville. PV-A02 MODULE LAYOUT Project# 10136346 (day, gam bpm Saturday, PV-A03 DETAILS DESIGNER DKN PV-A04 MATERIALS RENEWER CR p end sealed per code by a PV-E01 ELECTRICAL DIAGRAM VERSION DATE 2014-08-18 nd listed by a recognized PV-E02 SYSTEM CALCS REVISIONS PV-G01 SIGNAGE # By Date Notes 1646, I EC61730. the Array and for all 2 3 raceways within enclosed 4 II be located as close as e ',ombiners/Disconnects shall .k . cunt of conduit by taking the tli to k lent shall comply with NEC ..r,.. ars Q Ti, IIIII 13 cordance with Table a o u , . m c0 • mL sizrnm and that are used in the �.:4 _ E V m o � shall require a tool for . c ccoo " m om b,,. ` )o not disconnect under ° W 0 v .� t 690.33(c) &(e). o 0 > Ith local building code. �. ¢ c c IY c T c Q he electrical equipment or ."6. 0 €3g80 r h2 'SLI �m oUV Int A. cia _ withstand the environment. III o 0 ° > 2 o► engraved or machine 3 i a� background with white W 1° capital letters. b IMO ms's - C4 vol.,. 7 ra k'yI N/A • COVER z. e i dy�' .0,�� k , PV-000 \Y SunmoduIeYp5 SW 275 mono black • � � I TUV Power controlled: %TOVRheiniend r Lowest measuring tolerance in industry t.00000Z"N3, 111 Every component is tested to meet 3 times IEC requirements REl1ABlE O I I J Designed to withstand heavy I ` I accumulations of snow and ice M<o.L04D O Ova OSunmodule Plus: Positive performance tolerance i 0/.5 wp O R25-year linear performance warranty and 10-year product warranty WARRANTY O 1 r 1 Ai ►V` Glass with anti-reflective coating Anti ing RNiectireel _.,_-_. coat World-class quality fully automated production lines and seamless monitoring of the process and materialZ:',:,'",°.= m"a L V': t'A 1-M e „n", •Se"y teslee rEC eva° : • •Penotlk sena r sis •>eeAlc lntr.. ensure the quality that the company sets as its benchmark for its sites worldwide. 'B'" "° "^` o__ " ' '°" °MNe° SolarWorld Plus-Sorting SP® Plus Sorting guarantees highest system efficiency.SolarWorld only delivers modules thatsGs � D P ..J� U us have greater than or equal to the nameplate rated power. UL 1703 25 years linear performance guarantee and extension of product warranty to 10 years C C ` Iso 4001 SolarWorld guarantees a maximum performance degression of 0.7%p.a.in the course of ` f Ilf Co ertifi el 25 years,a significant added value compared to the two-phase warranties common in the ced industry.In addition,SolarWorld is offering a product warranty,which has been extended to 10 years.' 'in accordance with the applicable SolarWorld Limited Warranty at purchase. www.solarworld.com/warranty / r iil i i SOLARWORLD solarworld.com We turn sunlight into power. SunmoduIeypi5 SW 275 mono black PERFORMANCE UNDER STANDARD TEST CONDITIONS(STC)* PERFORMANCE AT 800 W/m2,NOCT,AM1.5 Maximum power- P 275 Wp Maximum power Pmax 2031 Wp Open circuit voltage V, 39.4 V Open circuit voltage V, Maximum power point voltage V 35.7 V moo 31.0 V Maximum power point voltage V Short circuit current moe 28.1 V I: 9.58 A Short circuit current I: 7.75 A 8 Maximum power point current Imo. 8.94A Maximum power point current I P *STC.1000 W/m2,25'C,AM 1.5 ^O0 7.22 A 3P Minor reduction in efficiency under partial load conditions at 25•C:at 200 W/mu,100% 1)Measuring tolerance(P��)traceable to ILA/Rheinland:+/-2%(TUV Power Controlled). (+1-2%)of the STC efficiency(1000 W/mi)is achieved. THERMAL CHARACTERISTICS COMPONENT MATERIALS NOCT Cells per module 48°C 60 TCI Cell type 0.04%/°C Mono crystalline Cell dimensions 6.14 in x 6.14 in(156 mm x 156 mm) TCS. -0.30%/°C Front Tempered glass(EN 12150) TCP.. -0.45%/°C Operating temperature Frame Black anodized aluminum 40°C to 85°C Weight 46.7 lbs(21.2 kg) SYSTEM INTEGRATION PARAMETERS L; 1000 W/m2 Maximum system voltage SC II 1000 V 800 W/m, Max.system voltage USA NEC 600 V - Maximum reverse current 16 A A r 600 Vy/m: — ` Number of bypass diodes 3 « I ' 111UL Design Loads' Two rail system 113 psf downward a 400 W/m= AN 64 psf upward \\ UL Design Loads' Three rail system 170 psf downward 200 yy/m: \ 64 psf upward 100 W/m2 lk IEC Design Loads" Two rail system 113 psf downward 50 psf upward •Please refer to the Sunmodule installation instructions for the details associated with `' these load cases. Module voltage[v] v a ADDITIONAL DATA -,-x 37.x4(951) Power sorting' -0 Wp/+5 Wp - „T .I-Box IP65 MI Module leads PV wire per UL4703 with MC4 connectors 11.33(288) Module efficiency 16.10 Fire rating(UL 790) Class C T Glass Low iron tempered with ARC 41.30(1050) Version 0.6(15.3) 2.5 frame 65.94(1675) —bottom VERSION 2.5 FRAME mounting I • Compatible with both"Top-Down" holes _I -� and"Bottom"mounting methods • N • Grounding lio -4 corners of the frame 4locations along thens: 0 0 0 length of the module in theocatextended flanges • 1.34(34) 10 O o 0 0 • x 4 t 111 4.20(107)5 1.22(31) 39.41(1001) tAll units provided are imperial.SI units provided in parentheses. SolarWorld AG reserves the right to make specification changes without notice. 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Ca o� m nma a'r- D- °Q wD w 0C- 5_ CD n v_ v 7 N • rD n 1 47t: ro In -!� In IP IP -A .-P in o ( Fr O N Ln ON W a` CT O 5 0. rn n _ 7 rt q r o -. v CCD D'Q P) NJ NJ W NJ NJ N NJ NJ ( — m o OI 0 LWn N J 01 VW'i ON p z- CDD 3 T a o I s a Ilo oo Dv' 4114101=0:11=41 0 o m Z 0 O 0 C or Co 0 0 v C c O m C I o N SOLARMOUNT Technical Datasheets ::'UNI RAC SolarMount Technical Datasheet Pub 110818-ltd V1.0 August 2011 SolarMount Module Connection Hardware 1 Bottom Up Module Clip 1 Mid Clamp 2 End Clamp 2 SolarMount Beam Connection Hardware 3 L-Foot 3 SolarMount Beams 4 SolarMount Module Connection Hardware SolarMount Bottom Up Module Clip Part No. 302000C Washer • Bottom Up Clip material: One of the following extruded aluminum Bottom Nut (hidden..see alloys: 6005-T5, 6105-T5, 6061-T6 t Up Clip note*) • Ultimate tensile: 38ksi, Yield: 35 ksi • Finish: Clear Anodized • • Bottom Up Clip weight: -0.031 lbs(14g) Beam ,. ' `'� Bolt Allowable and design loads are valid when components are r assembled with SolarMount series beams according to authorized UNIRAC documents lif -4a*4*444'bk3/4%•••%„............... • Assemble with one '/4" 20 ASTM F593 bolt, one '/4" 20 ASTM F594 serrated flange nut, and one 1/4"flat washer • Use anti-seize and tighten to 10 ft-lbs of torque • Resistance factors and safety factors are determined according to part 1 section 9 of the 2005 Aluminum Design Manual and third- party test results from an IAS accredited laboratory • Module edge must be fully supported by the beam * NOTE ON WASHER: Install washer on bolt head side of assembly. DO NOT install washer under serrated flange nut Applied Load Average Allowable Safety Design Resistance Direction Ultimate Load Factor, Load Factor, 'e f ' ' lbs(N) lbs(N) FS lbs(N) m Tension,Y+ 1566(6967) 686 (3052) 2.28 1038(4615) 0.662 Y Transverse,X± 1128(5019) 329(1463) 3.43 497(2213) 0.441 X E ,I Sliding,Z± 66(292) 27(119) 2.44 41 (181) 0.619 Dimensions specified in inches unless noted III SOLARMOUNT Technical Datasheets ::'UNI RAC SolarMount Mid Clamp Part No.302101C,302101D, 302103C,302104D, 302105D,302106D Bolt Mid clamp material: One of the following extruded aluminum Mid •rea alloys: 6005-T5, 6105-T5, 6061-T6 ala •e Nu Clamp -- Ultimate tensile: 38ksi, Yield: 35 ksi Finish: Clear or Dark Anodized , Mid clamp weight: 0.050 lbs (23g) Allowable and design loads are valid when components are Nil assembled according to authorized UNIRAC documents lh* • Values represent the allowable and design load capacity of a single mid clamp assembly when used with a SolarMount series beam to retain a module in the direction indicated `` • Assemble mid clamp with one Unirac Y4"-20 T-bolt and one '/4"-20 N ASTM F594 serrated flange nut Beam • Use anti-seize and tighten to 10 ft-lbs of torque • Resistance factors and safety factors are determined according to part 1 section 9 of the 2005 Aluminum Design Manual and third- party test results from an IAS accredited laboratory Applied Load Average Allowable Safety Design Resistance 100 DISTANCE - Direction Ultimate Load Factor, Load Factor, BE'WT:EN F10DlAE5 --46i211>. . lbs(N) lbs(N) FS lbs(N) 0 ��_ 1 Tension,Y+ 2020(8987) 891 (3963) 2.27 1348(5994) 0.667 Transverse,Z± 520(2313) 229(1017) 2.27 346(1539) 0.665 Y A Sliding,X± 1194(5312) 490(2179) 2.44 741 (3295) 0.620 ►X Dimensions specified in inches unless noted SolarMount End Clamp Part No.302001C,302002C,302002D,302003C. 302003D,302004C,302004D,302005C,302005D, 302006C,302006D,302007D,302008C,302008D, 302009C,302009D,302010C,3020110,302012C • End clamp material: One of the following extruded aluminum _ , 6 T , 0 --- ' ' :olf Ultimate alloys: 6005 T5 tensile: 31085k s- 5Yield:661 35T6 ksi • Finish: Clear or Dark Anodized ---- 1r ` "j.,.. • End clamp weight: varies based on height: —0.058 lbs (26g) End Clamp Allowable and design loads are valid when components are SerratedI. assembled according to authorized UNIRAC documents Flange Nut • Values represent the allowable and design load capacity of a single end clamp assembly when used with a SolarMount series beam to retain a module in the direction indicated ` • Assemble with one Unirac 1/4"-20 T-bolt and one /"-20 ASTM F594 eea•,, S serrated flange nut �1• Use anti-seize and tighten to 10 ft-lbs of torque �� Resistance factors and safety factors are determined according to part 1 section 9 of the 2005 Aluminum Design Manual and third- Y ;1 party test results from an IAS accredited laboratory A • Modules must be installed at least 1.5 in from either end of a beam ►X V., ._ Applied Load Average Allowable Safety Design Resistance "y"~ Direction Ultimate Load Factor, Loads Factor, E,�, (I -=-'`� lbs(N) lbs (N) FS lbs(N) 0 vAA:ES !`: �''H r' [ _ Tension,Y+ 1321 (5876) 529(2352) 2.50 800(3557) 0.605 Hoc..x; "'""C5' Transverse,Z± 63(279) 14 (61) 4.58 21 (92) 0.330 I Sliding, X± 142 (630) 52 (231) 2.72 79(349) 0.555 Dimensions specified in inches unless noted SOLARMOUNT Technical Datasheets :II U N I RAC SolarMount Beam Connection Hardware SolarMount L-Foot Part No. 304000C, 304000D • L-Foot material: One of the following extruded aluminum alloys: 6005- = T5,6105-T5, 6061-T6 • Ultimate tensile: 38ksi,Yield: 35 ksi • Finish: Clear or Dark Anodized • L-Foot weight: varies based on height: —0.215 lbs(98g) 0* • Allowable and design loads are valid when components are / assembled with SolarMount series beams according to authorized Bea .� ,401011111 Bolt UNIRAC documents L-Foot • For the beam to L-Foot connection: •Assemble with one ASTM F593'/8"-16 hex head screw and one errated ASTM F594 3/8"serrated flange nut Flange Nu ,. • Use anti-seize and tighten to 30 ft-lbs of torque / • Resistance factors and safety factors are determined according to part 1 section 9 of the 2005 Aluminum Design Manual and third-party test Y results from an IAS accredited laboratory A NOTE: Loads are given for the L-Foot to beam connection only; be X sure to check load limits for standoff, lag screw, or other attachment method M Applied Load Average Safety Design Resistance }x SLOT kW Direction Ultimate Allowable Load Factor, Load Factor, PIRP• OwARf lbs(N) lbs(N) FS lbs(N) CD _ Sliding,Z± 1766(7856) 755(3356) 2.34 1141 (5077) 0.646 Tension,Y+ 1859(8269) 707(3144) 2.63 1069(4755) 0.575 Dimensions specified in inches unless noted Compression,Y- 3258(14492) 1325(5893) 2.46 2004(8913) 0.615 Traverse,X± 486(2162) 213(949) 2.28 323(1436) 0.664 SOLARMOUNT Technical Datasheets :E U N I RAC SolarMount Beams Part No. 310132C, 310132C-B, 310168C, 310168C-B, 310168D 310208C, 310208C-B, 310240C, 310240C-B, 310240D, 410144M, 410168M, 410204M, 410240M Properties Units SolarMount SolarMount HD Beam Height in 2.5 3.0 Approximate Weight(per linear ft) plf 0.811 1.271 Total Cross Sectional Area int 0.676 1.059 Section Modulus(X-Axis) in3 0.353 0.898 Section Modulus(Y-Axis) in3 0.113 0.221 Moment of Inertia(X-Axis) in4 0.464 1.450 Moment of Inertia (Y-Axis) in4 0.044 0.267 Radius of Gyration (X-Axis) in 0.289 1.170 Radius of Gyration (Y-Axis) in 0.254 0.502 SLOT FOR T-BOLT OR 1.728 1 1/4" HEX HEAD SCREW SLOT FOR T-BOLT OR IS/LOT HEX HEAD SCREW 2X SLOT FOR SLOT FOR BOTTOM CLIP 1411: 2.500 BOTTOM CLIP LIHIT 3.000 1.316 lir SLOT FOR I 3/8" HEX BOLT SLOT FOR 1.385 3/s" HEX BOLT ' .387 1 .750 b1.207 Y Y 1.875 A A ►X ►X SolarMount Beam SolarMount HD Beam Dimensions specified in inches unless noted a 40, RGSENERGY Clean Power.Bright Savings. • August 29,2014 Town of Montville Building Department 310 Norwich-New London Tpke Uncasville,CT 06382 Hello, I have enclosed building and electrical permit applications,applicable fee and supporting documents for a residential solar installation in your town. Please let me know if anything else is required to approve our permits. Once the permits are ready please use the enclosed self-addressed stamped envelope to send to us. Thank you and let me know if you need anything else, -64-t,&LP Kim Hendel Operations Specialist RGS Energy 32 Taugwonk Spur Road,Al2 Stonington CT 06378 Ph 860-535-3370 Fax 413-683-2225 kimberly.hendel@RGSenerpy.com 32 Taugwonk Spur,Al2,Stonington,CT 06378 I tel. 860.535.3370 I fax 413.683.2225 I 1:(N nerg),(oni Town of Montville Building Department Residential Accessory Structure Plan Review Form Date: Ci/-3//5f Job Address: S.3 Pr'res Job Description: :C9 Jia v- c y c—,4-&--se-1,7 Your permit application is being rejected for the items checked off or commented on. The required information must submitted for review(two sets are required) (C.G.S.29-252a.) This list is offered as a guideline only. It is not meant to be all-inclusive for every permit application,nor is it meant to take the place of the State Building Code. SUPPORTING DOCUMENTATION SITE PLAN Permit application not completed Site Plan required Permit fee due$ Site Plan does not match the building plans Permit fee to be calculated Finish floor elevation not indicated Worker's comp.affidavit or worker's comp.certificate to be submitted Distance from the property line(s)to the structure not identified Copy of contractor's registration or license required Structure dimensions not provided Construction permit sign-off sheet required with appropriate approvals,it shall Existing and proposed contours are not provided or insufficient be the applicant's responsibility to obtain the required signatures Footing drain discharge not identified Affidavit required from the holder of the registration or license authorizing you Utilities not provided(electrical,phone,cable,sewer,water,gas) to apply for a permit with their information Delineation of flood hazard areas and design flood elevation is required per • Provide supporting documentation to show compliance with the 2009 IECC section R106.1.3 (www.energy rcodcs.�or)OR shall meet the requirements of Table Al 102./ Private sewage disposal system to be identified along with all technical and soil based on climate zone 5 in Table Al 102.1 data as per section RI06.2.1 Two sets of construction documents required, this includes all engineering Grading is to slope away from the building,provide more detailed information data,calculations and all other documentation(8106.1) Plan submitted is not the same plan that has been approved by the Zoning Documents are copyright protected,provide original plans or a letter from the Department and/or Health Department designer authorizing the duplication of the plans Retaining wall—construction documents required t/ Field set of the approved construction documents are required to be picked up Retaining wall documents required to be stamped and signed by a Connecticut from our office and must be available on site during all inspections Registered Professional Engineer Construction documents shall be of sufficient clarity to indicate the location, nature and extent of the work proposed as per section R106.1.1 FOUNDATION Construction documents do not match the orientation of the structure on the No plans submitted or insufficient information site plan Dimensions required Wall thickness not identified WIND LIMITATIONS Footing size not identified Submit supporting data to show conformance with the wind limitations in table Frost protection not identified or is insufficient 8301.2(I)as determined from:Appendix It of the 2013 CT supplements. Column type,size,spacing not identified or insufficient Documents required to be stamped and signed by a CT registered Professional Waterproofing details not provided or insufficient Engineer Pier type,size and anchor details not provided or insufficient Braced walls not identified on the construction documents or are insufficient Foundation reinforcement hors required,size and location are not shown or Braced wall calculations required specified Documents required to be stamped and signed by a CT registered Professional Engineered foundation plan required Engineer if based on ASCE 7-02 or WFCM chapter 2 Crawl space ventilation,location,type and size not provided or insufficient Ridge connection not identified or insufficient Crawl space access,location and size not provided or insufficient Roof-to-wall connection not identified or insufficient Wall-to-wall connection not identified or insufficient WINDOWS&DOORS Wall-to-sill connection not identified or insufficient Door sizes not identified Provide engineering data for the piers to resist gravity,lateral,shear and uplift Window size&type not identified loads,stamped and signed by a CT licensed design professional Window header size not identified or insufficient Hold-down devices,location and type not identified or insufficient Door header size not identified or insufficient Foundation anchor spacing not identified or insufficient Construction documents do not match the engineering data submitted GARAGE and CARPORTS Cold-formed steel framing shall comply with the requirements of one of the No plan submitted or insufficient information provided following standards:ASTM.1 653:Grade 33,and 50(Class I and 3),;IST.11 Building section required 792:Grade 33,and 50-1 or ASTM 1003:Structural Grade 33 Type H, and 50 Tape/I Opening protection between the garage and residence is not identified or insufficient per section R309.1 Separation between the garage and the residence is not identified or insufficient per section R309.2 Detached garages shall be separated from dwellings on the same lot as required by section R309.2 with opening protection as required by section 309.1 when spaced 10 feet or less from the dwelling. ELEVATIONS No plans submitted or insufficient information Plans do not match the floor plans Finish grade not identified or does not match the site plan Building height(s)not identified Dimension height of chimney Roof pitches not identified ftviseuf'farcfi 18,2014 Town of Montville Building Department CONSTRUCTION PERMIT APPROVAL Applicant is responenW*for obtaining al of the regulrod approvals No permit will be issued until alt the required signatures are obtained. 53 Pires Drive Property Address Roof mounted solar Job Description Required Department Approval Permit issuance Approval Tax Collector - •--��! �-�-� ; /� l ,.� Signature/date Comments: • Planning &Zoning s-7A Signature/date Comments: Fire Marshal. CA(21(4 Comments: I 1 FnA.A. Signature/date (] Health Department _ Required for nronerties wi#h private septicdr well Comments: ❑ WPCA, Administrative Required for properties on sewer Signature/date Comments: ❑ WPCA, Operations • When Roq_ulrad by WPCA Signature!date Comments: ❑ Department of Public Works Required when vroiect inc/ud®s drivew�r work or certai»drairfs+�.. .._mets Signature/date Comments: ❑ Montville Police Department .Required for all Permits EXCEPT one and two family residential Signature/date Comments: ❑ State Dept. of Transportation Yequired for Structures over 700,000 sq.fL or with more than 20D parldno_spnces Offici l copy of S rC Celry_igt_Operation required-par CGS 14-311 Signature/date Building Department Review Complete Signature/date Aped'Mtly 23,20Z W _ .'"7"77=1-7:-..- / 177N OHOQ $v Nrvmo a ^ Adoa°Hal Ado , 1 M N 0 nw Q o co ( z wO N°., w U z e b� n 1nooauuo e io OflbG0 Y >euoisuod;Nilo uoie�on Aue o�ena�dde Jo Ic, ao o Qw F UU z 0za * > joj iw)ad a se panIisuooaqof loN >f`�Q m0 a O Jm ' o0 N 1 3ONVI1dWOO 3403 8O3 43M31A32! 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