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Roof Mounted Solar System 2014
• Field Inspection Notice Town of Montville Building Department 860-848-3030 Ext.382 Address: 350 Raymond Hill Road Job Description: Install an 11kW Roof Mounted Solar System Permit Number(s) B2014-0358,E2014-0238 Permit Date: September 24,2014 Not Approved Approval INSPECTION Date: Comments Special Date Conditions Roof mounts 5/5/15 DJ • Grounding and • bonding 5/5/15 DJ Mini Inverters 5/5/15 DJ Grounding and bonding 5/5/15 DJ Conduit • 5/5/15 DJ Electric 5/5/15 DJ Final inspection and • certificate of approval • 5/5/15 DJ Rev.Date: 1/18/06 Page 1 of 1 Page 1 of 2 Rea uest Detail Request Number: 2382482 Print 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 BOYLES,PATRICIA C Address 350 RAYMOND HILL RD UNCASVILLE, CT 06382 Phone (860) 884-4001 Other Job Location Building Number 350 Street RAYMOND HILL RD Town, State. Zip Code MONTVILLE/UNCASVILLE, CT Cross Street RAINBOW DR Job Status / Prerequisites I Status Date Completed Interconnection Application Received Completed 8/21/2014 Municipal Inspection Completed 5/5/2015 Job Assignments Technician Assigned Jennings, Cheryl Area Work Center(AWC) New London Area Work Center Technician Email jennicl@nu.com Technician Phone (860) 665-2744 Job Schedule Request created on 08/20/2014 Scheduled Start Date Not Available Customer Requested Date 08/27/2014 Completion Date Not Available https://www.eversource.com/c1p/wms/requestdetail.aspx?cd_wr=23 82482&st_rqmt=APPR... 5/5/2015 Page 2 of 2 Meter Information Job Information Service Type Dist Resources Cat 1 Interconnection General Remark Customer is the primary contact. Meter Number 887818192 Pole Number HH 183A Circuit Number 1Q02 Requested Date 08/27/2014 Work Required Code Cat1 < 10KW No Witness Test Customer Type Residential Inspector Remark 05/05/2015- VERNON VESEY Approved Request Note: If the work request is canceled, please contact the Clearing Desk toll-free at 1-888-544-4826 (1-888-LIGHTCO) UnApprove Fail L Add Remarks BACK https://www.eversource.com/c1p/wms/requestdetail.aspx?cd_wr=23 82482&st_rgmt=APPR... 5/5/2015 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: 82014-0358 Date: 24-Sen-14 Map/Lot: 032/003-002 Owner ID: 5830000 Project Location: 350 RAYMOND HILL ROAD Unit: Job Description: Instol.E-an i l key goof Mou_ ted Solar y_stJn Owner Nam Thomc)s D and Patricia CaavlPs Tenant Name N/A Careof: 350 Raymond Hill Road tJncasville CT -06382- Telephone: (8601884-4001 Applicant Name Alteris Renewables Telephone: 186015.35-3370 DBA: RGS Fnerov Lic/Reg Type HIC Lic/Reg N 635274 32 Tauo onk Sour.Al2 Exp Date: 3fl Vov-14 Stoninaton CT 06378- r'enntru tion Volk. germit Fckes _�Q�e n 4�Infarmnfinn Building Value: 58.000.00 Building Fee: 596.00 Use Group: IRC Plumbing Value: $0,00 Plumbing Fee: $0.00 Code: 2005 State Building Code Mechanical Valu $gag Mechanical Fe S0.00 Electrical Value: $34.000,00 Electrical Fee: $408.00 Construction Type IRC Total Value: ' S42_00_0_00 Penalty Fee: $0.00 Permit Code: R4 C of 0 Fee: 80.00 Comment Plan Review Fe $0.00 State Ed Fee: 510.92 Total Fee Paid: S514.92 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 REQUITED UPON COMPLETION ❑ Insulation - 'fica - ••prov' • Ce ' cafe of a • pancy fi Building Officials Aoaro at __ TOwia of IvIontrilla Pug Department 310 Norwich-New London Tpice. Tel.860.848-3030, Ext 382 Uncasvllle,CT 06382 Fax.860-848-7231 RESIDENTIAL PERMIT APPLICATION FORM Permit No.: ( D(.11-f—o3Sg • . t t!TVOe rmlt. vos ■ P1mw ►;� 8Mgle Family eu ■Addition i tion ■ TSN -Felmlly Plumbng 741Alteration m Townhouse Mechanical • Accessory Structure Electrical CRS# Property Address: 350 Raymond Hill Road (Number) (Street) - No) Job Description: Installation of a 11 kW roof mounted solar array using 40 SolarWorld SW275 Mono modules,40 Enphase M250-60-2LL-S22 micro inverters,and all associated electrical work. . -. Owner: Thomas Boyles Addfwe: 350 Raymond Hill Road City: Uncasville State: CT zip code: 06382 Telephone(2..9._1...,t24-211:201 Applicant: Alteris Renewables dba RGS Energy DBA: • • Agates= 32 Taugwonk Spur,Al2 Cby: Stonington State: CT zip coda: 06378 Telephone( 860 ) 535 3370 Contractors-Complete the Following: License Type HIC License No.. 0635274 Expindion Dow• 11/30/2014 I hereby cerMy tat the proposed sock%ria coatotrn to the State Bulking Code and all other codes as adopted by the State of Connecticut and the Town of Motal/ale and amt the nrtorroaeaf work is anthortt ed by the owner M tee and I plittedtortzed to make looliceign for a pimp ler such work asdear&edahem ID By checking this box.I wiN follow the ricashonents of the 2005 NEC as the edternathe compliance per section E3301.21 of the Residential Code, Instead of the electrical requirements in chaplets 33 through 42 of t e Rssidontat Coda. Owner/Agent Signature: 4 4 Dom: q /I/ Co on Value piling,Fees Building Value: $8,000 Building Fee: q .. D? nimbi.*Vabe Abetting Fee: • Mechanical Value: Maeltenical Fee: EledrkdValuac $34,000 Electtbal Fee: Pt! Total Value: $42,000 ply Fee: - CofGFee: Alen ROAM Fee: Stade Ed Fee; • • Total Fee: 519.. q2 VAgree v.N Town of Montville Building Department File Receipt Date: 12-Sep-14 ReceiptNo: 9698 Received From: Real Goods Energy LLC Job Address: 350 Raymond Hill Road Town Fees Collected State of Connecticut Fees Collected Bldg Cash: $0.00 State Cash: $0.00 Bldg Check: $514.92 State Check: $10.92 Bldg Credit: $0.00 State Credit: $0.00 Fire Cash: $0.00 Fire Check: $0.00 Fire Credit: $0.00 Construction Value: $42,000.00 Demolition Value: $0.00 CheckNo: 8115 Received By: Carmen Kneeland Town of Montville Building Department File Receipt Date: 12-Sep-14 ReceiptNo: 9698 Received From: Real Goods Energy LLC Job Address: 350 Raymond Hill Road Town Fees Collected State of Connecticut Fees Collected Bldg Cash: $0.00 State Cash: $0.00 Bldg Check: $514.92 State Check: $10.92 Bldg Credit: $0.00 State Credit: $0.00 Fire Cash: $0.00 Fire Check: $0.00 $0.00 Construction Value: 42 000.00 Fire Credit: � �.. Demolition Value: $0.00 CheckNo: 8115 Received By: Carmen Kneeland Town of Montville Building Department Customer Receipt Date: 12-Sep-14 ReceiptNo: 9698 Received From: Real Goods Energy LLC Job Address: 350 Raymond Hill Road Building Dept.Fees Collected Fire Marshal Fees Collected Cash: $0.00 Cash: $0.00 Check: $514.92 Check: $0.00 Credit: $0.00 Credit: $0.00 CheckNo: 8115 Received By: Carmen Kneeland Address: 350 Raymond Hill Road ITEM QTY S/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 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/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 $ 1200.00 $ - $ 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 $ 8,000.00 $ 34,000.00 TOTALS $ 8,000.00 $ - $ - $ 34,000.00 PERMIT FEE CALCULATIONS Construction Value Fee Building $ 8,000.00 $ 96.00 Plumbing y $ - $ - Mechanical y $ - $ - Electrical y $ 34,000.00 $ 408.00 Working before Permit Issuance n $ _ Certificate of Occupancy Fee $ - Plan Review Fee $ _ State Education Fee $ 10.92 TOTALS $ 42,000.00 $ 514.92 Figures are based on the 2006 RS Means Residential Cost Data Town of Montville Building Department • CONSTRUCTION PERMIT APPROVAL t �:. t. t!t,' ._. `t li_ t:. !t, tv,'.t ue t , .. u!; I tt r_. t'.• _ . tt t 1 _..rili•. 350 Raymond Hill Road Property Address Roof mounted solar Job Description Requid rowel Department Permit Issuance Approval Tax Collectors,� �.7y ,- 9 Signature/date Comments: 11111 Planning&Zoning ,, 5//t. 7, Signature/date Comments. Fire Marshal A 9((bt.14;, Comments: "C— 22/ tcRa__ 17/ Signature/data 14!)( r1 ❑ Health Department ' r for ,wfh - s or etmll Comments: C3 WPCA, Administrative &riled pronerties on seiner Signature/date Comments: ❑ WPCA, Operations HIMBsilmigigkagya Signature/date Comments: ❑ Department of Public Works fl000frod orofeot includes der wort`or atelpie_dnassarkfassinssents Signature/date Comments: ❑ Montville Police Department atilitiratigageziangatehiffeik Signature/date Comments: • ❑ State Dept. of Transportation Swai__ _ ssuu es owr 700.000 so.ft or with morn Moo 200 oli Ina -Qf t ial coley of STQCertiflanls of Ooonnfon raauired-nor Signature/date Building Department Review Complete Signature!date srowlattSfey 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: 9/9/14 General Description of Solar PV Array: 11 kW roof mounted solar array . System Size(kW DC): 11 kW 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' . Is the building permitted? ®Yes ❑ No El 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 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) ❑� 1.Additional Subcontractors and Information I] 2. One-Line Electrical Drawing I] 3.One-Line Site Plan Drawing I] 4.Attachment Details(Line Drawing)* I] 5. Solar PV Module Specification Sheets From Manufacturer I] 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. El 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 RG S Property Owner Consent Form Owner: "/ •• Address: Town: • State: Zip: r` V 5i Phone: I hereby give permission to RGS Energy and their representatives to pull the required permits for a solar installation on my property. • • _ Property Owner Date k'Ttlr ,aontitetrol ( 061-N tel )4111,i, 41•6,1 2224, CPI.02 Rev 09(03 39509'. 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. For questions,contact the Trade Practices Division at(860)713-6110 or email dcp.trsicpractUses@ct,gov. Visit our web site to verify registrations and download applications at www.ct.gnv/dep. STATE OF CONNI CTICC'T mi..IR7 111'A'T 01 CUA.S(:111i/ PROl(//0.A HOME IMPROVEMENT CONTRACTOR ALTERIS RENEWABLES INC ALTERIS RENEWABLES INC 833 W SOUTI-I BOULDER RI) 833 W SOUTH BOULDER RD LOU ISV ILLE,CO 80027-2400 ILOUISVILLE,CO 80027-2400 I RREC3UC. NOY EFFECTIVE EXPIRES HICC.0635274 I 12/01/2013 , : I 11/30/2014 SIGNED • i ',: -c'^\ vY r 1r wk 1 �► f w x w k" . a. i f. R w � *,, ' 1, 1. 1 1 '.. '\. 1!' *,w r r *,* +R r '\-y �,r •,'1`' -�1-�v- , 4(i' STATE OF CONNECTICUT + DEPARTMENT OF CONSUMER PROTECTION ttt,: `: ,i,' 14'1 , 0 Be it known that _,,rr�. !! ;a ALTERIS RENEWABLES INC 833 W SOUTH BOULDER RD °" 14 LOUIVIIIFCo0027-2400".; ,i r, - is certified by the Department-of#.pt surner•PFotcction as a registered HOME Il1t[P-RO ' N ,CONTRACTOR f ,1 Rcg1stratj ,s## ,He 635274 • i ltr , Ii' ..4 '. I RGS E E <`' i N RGY Effective: 12/01/2013 i ,A•�4. 1 ! V • ''I Expiration: 11/30/2014 . 11 i. William M.Rubenstein,Commissioner • 4/ II, '� r. .Y • T'* • 4 4 4eIb 4,"*. .r ,, ,e/'r 44 .4 `► 4 . 4"\i• �. L,/,•,-._-/' •` `...., : `,/:' .'..:%-/.' ,_,.,_•-/ . .. �..,: `ti.... ..`._,1--j\- . •,.::",.:..%h,.... ,f\ .,:..• ,\ , ' AcG® CERTIFICATE OF LIABILITY INSURAN DATE(MM/DD/YYYY) 4......---- C E 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. Ext): !FAXI No): Suite 700 E-MAIL Denver CO 80237 ADDRESS: (303)414-6000 INSURER(S)AFFORDING COVERAGE NAIC(I 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 0:Starr Indemnity&Liability Company 38318 32 Taugwonk Spur,Unit Al2 INSURER E Stonington,CT 06378 INSURER F: COVERAGES REAG001 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. LTRINgit TYPE OF INSURANCE INDSR Sy VD POLICY NUMBER (MMULD�D/YYYYY) (MPOLICY ID YDryYYY) LIMITS A GENERAL LIABILITYN N IRG200052801 1/1/2014 1/1/2015 EACH OCCURRENCE $ 1.000.000 DAMAGE TO RENTED X CCMMERCIAL GENEBILITY PREMISES(Ea occurrence) $ 50,000 CLAIMS-MADE OCCUR MED EXP(Any one person) $ X_XXXXXX PERSONAL&ADV INJURY $ 1,000 000 • GENERAL AGGREGATE $ 2.000 000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $ 2.000.000 POLICY X JE COT: LOC $ B AUTOMOBILE LIABILITY N N BAP5852403 1/1/2014 1/1/2015 (Ea accideDt)INGLE LIMIT $ 1.000.000 X ANY AUTO _ BODILY INJURY(Per person) $ XXXXXXX X ALL OWNED SCHEDULED BODILY INJURY(Per accident) $ XXXXXXX X HIRED AUTOS AUTOS X NAUTOS (Per acciden DAMAGE $ XXXXXXX $ XXXXXXX C X UMBRELLALIAB X OCCUR N N 000557241 1/1/2014 1/1/2015 EACH OCCURRENCE $ 10,000,000 D X EXCESSLIAB CLAIMS-MADE 1000020609 1/1/2014 1/1/2015 AGGREGATE $ 10.000.000 DED RETENTION$ $ XXXXXXX B WORKERS COMPENSATION N WC STATU- OTH- ANDEMPLOYERS'LIABILITY �,/N WC5852405 1/1/2014 1/1/2015 X TORY LIMIT SI ER OFFICER/MEANY MBER EXCLUDED?PROPRIETOR/PARTNER/EXECUTIVE n N/A E.L.EACH ACCIDENT $ 1.000.000 (Mandatory In NH) E.L.DISEASE-EA EMPLOYEE $ 1,000,000 DESCRIPTIONff Ee under E.L.DISEASE-POLICY LIMIT $ 1.000.000 OF OPERATIONS below ' DESCRIPTION OF OPERATIONS/LOCATIONS/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 (, akj /1. /114464041/41 ACORD 25(2010/05) The ACORD name and logo are registered marks of ACORD �1 88-2010 ACORD CORP TION.All rights reserved • APEX Engineering www.thestructurals.com 281 East Hamilton Avenue • Suite 5 • Campbell • CA • 95008-0232 V^" Telephone: 408.379.2068• apex@thestructurals.com Pe Thursday,August 07,2014 fr=.lac.4d 3.Ef.e.mot 5378-14 Boyles 10132599 C.Roberts CT RGS , BOA aaa...Maa-1«w,m 0111,M canna..S. .,a gamma.UMW a.•..a.M WMI: 1E/Non Lank.I MM M1I,MM..M. •[MR.Enm ROOF Photovoltaic w DC Rating: 11 .00 kW Boyles, Thomas .mvtl PM SW 315 Mae MRA Meal. .622 350 Raymond Hill Road E way MSSp-0SI SImpla Root adMnemav C Uncasville, CT 06382 ,ax.33Y MOw.L P 8.•RtooR r.— 6 Mime.Mime.4.SW fi MaoMa$Moats. Jurisdiction: Town of Montville Sue....uwwM ae ..tl,.5• .elaO,3.L• 11)PS.a.a,Roel,:— ,3 SolonaM 3.a SW 315 Mao E0W Meal. l l EM...[nagy MISON)_20.S33 Mao-m e.M. To: Building Department, z.gyaa' ;x°° ,aam,.1ro BUILDING DETAIL The aforementioned structure has been examined and it has bed& determined that t4ve' -1.a. structure can support the proposed 11.00 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 B, snow load of 30 PSF(not reduced)and PV Panel of 3.27 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, ",pk�kkiinrrggrF � = ,o� F CON/y c'o, Ground WEEB& j rqr OG Module Clamp �N: = Unirac Solamrount t * F. Rail w/L-foot No.30231 -- Eco-Fasten '.,�� O,' Green-Fasten WM CP-SO-Slotted 0� • ' ."ENS :• ��' Module(TYP.) — --- Bracket And Aluminum Flashing �'rrrrrr1nnkia+�`'‘ Rooftop ': 5/16'x 3.5'S.S.Lag Bolt EXPIRES 1/31/201 _� w12.5-Minimum Penetration Zp•O Sealed w/Approved Sealant �fto lAttachment Detail � Scale: 1'- 1'-0' APEX Engineering www.thestructurals.com x-- 281 East Hamilton Avenue • Suite 5 • Campbell • CA • 95008-0232 `r '' V Q eJ Telephone:408.379.2068• apex@thestructurals.com ` �c Thursday,August 07,2014 , IN� AacS.i PR E....wet MF. INI.0 BM Ba..n Cbronn.. 5378-14 Boyles 10132599 C.Roberts CT RGS `NIR'RoOIr[be Neb.low q0 MI N.0 Canbs SmFMIM {n.m..•n LWO W on 8644.6.1 WA: MAID.Sow.a.I• ' MI.!Ro•clpr [Vv.,ny..[Vvto, ROOF Photovoltaic M DC Rating: 11 .00 kW Boyles, Thomas MMe,on I .wrc5 p0n S W 275 Mmo IBled Ocw .Mo.. Ens,"AQ50•MAL522 Mw1nveno .. 350 Raymond Hill Roach.. WM2S' Uncasville, CT 06382 '°""'m .,.v.n.,a..- S Sabw.M plus SW 215 Moro Bus Mod l.. Jurisdiction: Town of Montville °B `FAm°`° ° Kim.220' p.c..5• MI.V May on ROM 5: 13 Solon*Roo SW IISMoro MO.W MCAIM IS!WIS.Crop M]M)W.iLLSSS Npo-erwrb. To: Building Department, =,r ;; • RM M. Io,,s55 220. BUILDING DETAIL The aforementioned structure has been examined and it has been determined that the --.-0 • . structure can support the proposed 11.00 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 B, snow load of 30 PSF(not reduced)and PV Panel of 3.27 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, t`ttttttU u t n iiiw„ . ,pF C0N/JFt;; - _ Ground WEER& ti iZco i s0M d rq).,,,i;:....,?...... • ��'��+�� Module Clamp .f.: } •~ F�4-{-4iL, 1 * ? - unirac SS�miount No.30231 Eco-Fasten �p '' �c �O ����� Green-Fasten Wdh CP-SQ-Slotted 'c Ens• ' �• Module(TYP.) — --. Bracket And Aluntinu n Flashing ''fffnfutkntt,ttt Rooftop - --'_- 5/16N 3.5•S.S.Lag Bolt EXPIRES 1/31/201 -::— w/2,5-Minimum Penetration y--- 2p•O G' Sealed wl Approved Sealant '1 ' X i � ____ � "K--i-TY/4-,71 Y/4' 2 Attachment Detail \_ Scale:1 = 1'-0- S RGS i7NERrY Clean Power.Bright Savings. • • September 5,2014 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 us. Thank you and let me know if you need anything else, Kim Hendel Operations Specialist RGS Energy • 32 Taugwonk Spur Road,Al2 Stonington CT 06378 Ph 860-535-3370 Fax 413-683-2225 kimberly.hendel@RGSenergy.com 32 Taugwonk Spur,Al2, Stonington,CT 06378 I tel. 860.535.3370 I• fax 413.683.2225 I '{ C cy J 3 �.1 rY' J p 1Sr Kt' 3]u'�S 4-: f �✓. k•ax, .t .2 r asaz • •i* '144 'ro =` ah e_w?^-3s-.••„y.s�-t.�,'° ,F .n',`an .xw. � ,..:.�..b. rai r .;xma IOU to TUV Power controlled: TOVRh.Inlgnd Lowest measuring tolerance in industry 1 •000001-,'! Every component is tested to meet 3 times IEC requirements RFIIABIE O Designed to withstand heavy 0 accumulations of snow and ice Sunmodule Plus: Positive performance tolerance 0/+5 wp 0 C r o- 25-year linear performance warranty and 10-year product warranty '' ,411tr,, Glass with anti-reflective coating World-class quality ,." •Qualified. 61315 A •Ammonia resistants Fully-automated production lines and seamless monitoring of the process and material ,0 :"`�ak AIM wdewid in.a.gnn ensure the quality that the company sets as its benchmark for its sites worldwide. • 1 1 Mowing sand realMant ---1:rn..«cnm ono SolarWorld Plus-Sorting \PERFORMANCE TESTED SP® Plus-Sorting guarantees highest system efficiency.SolarWorld only delivers modules that SALT MIST=ISTANTc 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 yearsIso 9001 Iso 14001 SolarWorld guarantees a maximum performance degression of 0.7%p.a.in the course of Certified 25 years,a significant added value compared to the two-phase warranties common in the 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 SOLARWORLD solarworld.com We turn sunlight into power. .. . . SunmoduIeYp5 SW 275 mono black PERFORMANCE UNDER STANDARD TEST CONDITIONS(STC)' PERFORMANCE AT 800 W/m2,NOCT,AM 1.5 Maximum power Pm:, 275 Wp Maximum power Pm. 203.1 Wp Open circuit voltage V,,, 39.4 V Open circuit voltage • V°c 35.7 V Maximum power point voltage Vmvc 31.0 V Maximum power point voltage Vm,o 28.1 V Short circuit current Iic. 9.58 A Short circuit current I 7,75 A Maximum power point current IMOD 8.94A Maximum power point current Impo 7.22 A 'STC:1000 W/m2,25'C,AM 15 Minor reduction in efficiency under partial load conditions at 25°C:at 200 W/m1,100% 1)Measuring tolerance((1,,.„)traceable to TUV Rheinland,+/-2%(TUV Power Controlled). (./-2%)of the STC efficiency(1000 W/m°)is achieved. COMPONENT MATERIALS THERMAL CHARACTERISTICS NOCT Cells per module 60 48°C Cell te YP Mono crystalline TC I, 0.04%/°C Cell dimensions 6.14 in x 6.14 in(156 mm x 156 mm) TCvor -0.30%/°C Front Tempered glass(EN 12150) TCP -0.45%/°C Frame Black anodized aluminum Operating temperature -40°C to 85°C Weight 46.7 lbs(21.2 kg) SYSTEM INTEGRATION PARAMETERS L 1000 w/mx Maximum system voltage SC II 1000 V 800 W/mr Max.system voltage USA NEC 600 V Maximum reverse current 16 A 600 W/m2 Number of bypass diodes 3 UL Design Loads" Two rail system 113 psf downward 400 W/m2 64 psf upward UL Design Loads' Three rail system 170 psf downward 64 psf upward 200 W/m= 1 113 psf downward IEC Design Loads" Two rail system 100 W/m= 50 psf upward 'Please refer to the Sunmodule installation instructions for the details associated with ' -----_ - - --_ -- ------- - these load cases. Module voltage N Vac ADDITIONAL DATA Lx4 37.44(951) Power sorting' • -0 Wp/+S Wp \ 11'� 1-Box IP65 I T Module leads PV wire per UL4703 with MC4 connectors 4 1133(288) Module efficiency 16.10% Fire rating(UL 790) Class C ° — Glass Low iron tempered with ARC 41.30(1050) Version 0.6(15.3) 15 frame 65.94(1675) —bottom VERSION 2.5 FRAME mounting l • Compatible with both"Top-Down" L, holes mand" ttom"mounting ♦GroundingBoLocationsin:methods -4ces of the frame 4locationsornralongthe length of the 0 0 0 module in the extended flange* ' 1.34(34) o O O O o t - T 11 x4 4.20(107)* 1.22(31) I 39.41(1001) rAll units provided are imperial.SI units provided in parentheses. SolarWorld AG reserves the right to make specification changes without notice. SW-01-6025US 02-2014 . ` SoLARMouNr Technical Datasheets :PUNIRAC 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 ut (hidden.. „- alloys: 6005-T5, 6105-T5, 6061-T6 Up Clip • Ultimate tensile: 38ksi,Yield: 35 ksi ,VIN.N.,,,sill4111111140‘ • Finish: Clear Anodized Bottom Up Clip weight: —0.031 lbs(14g) Beam Bolt Allowable and design loads are valid when components are '`' assembled with SolarMount series beams according to authorized UNIRAC documents / .' .. • Assemble with one V4"-20 ASTM F593 bolt,one'/."-20 ASTM F594 serrated flange nut, and one Y,"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, ` 4 lbs(N) lbs(N) FS lbs(N) 0 r� ''4 Tension,Y+ 1566(6967) 686(3052) 2.28 1038(4615) 0.662 1 Y Transverse,X± 1128(5019) 329(1463) 3.43 497(2213) 0.441 it IP X Sliding,it 66(292) 27(119) 2.44 41 (181) 0.619 Dimensions specified in inches unless noted II • SOLARMOUNT Technical Datasheets :P U N I RAC SolarMount Mid Clamp Part No.302101C,302101D,302103C,302104D, 302105D,302106D • Bolt • Mid clamp material: One of the following extruded aluminum Mid la •e N alloys: 6005-T5,6105-T5,6061-T6 Clamp • Ultimate tensile: 38ksi,Yield: 35 ksi fila • Finish: Clear or Dark Anodized • Mid clamp weight:0.050 lbs(23g) ilk • Allowable and design loads are valid when components are assembled according to authorized UNIRAC documents • Values represent the allowable and design load capacity of a single Ilimid clamp assembly when used with a SolarMount series beam to retain a module in the direction indicated • Assemble mid clamp with one Unirac 1/,"-20 T-bolt and one'/."-20 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 I 00 DISTANCE ec - Direction Ultimate Load Factor, Load Factor, e-��,.'`- lbs(N) lbs(N) FS lbs(N) 0 Tension,Y+ 2020(8987) 891 (3963) 2.27 1348(5994) 0.667 1 I Transverse,Z± 520(2313) 229(1017) 2.27 346(1539) 0.665 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,3020050, 302006C,302006D,302007D,302008C,3020080, 302009C,302009D,302010C,302011C,302012C • End clamp 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 • End clamp weight: varies based on height: -0.058 lbs (26g) d Clamp • Allowable and design loads are valid when components are Serrated ` assembled according to authorized UNIRAC documents Flange Nut • Values represent the allowable and design load capacity of a single 1%4\ end clamp assembly when used with a SolarMount series beam to retain a module in the direction indicated • Assemble with one Unirac'/."-20 T bolt and one%"-20 ASTM F594 Bea NI, serrated flange nut ( • Use anti-seize and tighten to 10 ft-lbs of torque Resistance . I factors and safety factors are determined according to part 1 section 9 of the 2005 Aluminum Design Manual and third- Y \,44 party test results from an IAS accredited laboratory , Modules must be installed at least 1.5 in from either end of a beam ►X ' is Applied Load Average Allowable Safety Design Resistance "RgM17Direction Ultimate Load Factor, Loads Factor, ,F17,,. �;lam___ lbs(N) lbs(N) FS lbs(N) 0 M Tension,Y+ 1321 (5876) 529(2352) 2.50 800(3557) 0.605 NODULE r"`OCKu ' Transverse,Z± 63(279) 14(61) 4.58 21 (92) 0.330 Sliding,X± 142(630) 52(231) 2.72 79(349) 0.555 Dimensions specified-ininchesunless-noted 2 SOLARMOUNT Technical Datasheets • :II UNIRAC 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) ' • Allowable and design loads are valid when components are Bea assembled with SolarMount series beams according to authorized Bolt UNIRAC documents tl L-Foot • For the beam to L-Foot connection: •Assemble with one ASTM F593%"-16 hex head screw and one !� errated ASTM F594%"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 i X NOTE: Loads are given for the L-Foot to beam connection only; be sure to check load limits for standoff,lag screw,or other attachment method ,.o, Applied Load Average Safety Design Resistance lHoman . a(Star MR Direction Ultimate Allowable Load Factor, Load Factor, } lbs(N) lbs(N) FS lbs(N) 0 :GI 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 • 3 I SOLARMouNT Technical Datasheets ::'UNI 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 in' 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) in° 0.464 1.450 Moment of Inertia(Y-Axis) in° 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 --el 4"HEX HEAD SCREW SLOT FOR T-BOLT OR 4"HEX HEAD SCREW 2X SLOT FOR SLOT FOR BOTTOM CLIPalis2.500 BOTTOM CUP 1 3.000 1.316 . i Wirt SLOT FOR i -r 3/8"HEX BOLT ' SLOT FOR 1.385 Imo 3/8" HEX BOLT � ' .387 1 .750 r to 0.I 1.207�{ Y Y 1... _ 1.875 1I A A ow 0-X SolarMount Beam SolarMount HD Beam Dimensions specified in inches unless noted 4 . �w .a cr sk. kS.7- � :-.;.--,-;.,-.-1-,.-.,_ .m �.S„,....,-„,,,..,,,,..,,-,"..;,,';',:.7,,,,,,,,,-----44,-,-, pt xa: �' -,t,-4-",-,..."1":- -. - ...-,.-°:".-..„-- _ .y,.s.... r+ss �_ -..,.s-,: ,.wiasK —'�s'��` ��. 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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 S 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 enerercodes.em)OR shall meet the requirements of Table N1102.1 Private sewage disposal system to be identified along with all technical and soil based on climate zone 5 in Table NI101.I 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 esigner authorizing the duplication of the plans Retaining wall—construction documents required 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 R301.2(I)as determined from Appendix R 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 bars 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 A 653:Grade 33,and 50(Class 1 and 3),ASTM A 792:Grade 33,and 50A or ASTM A 1003:Structural Grade 33 Type II, Building section required and 50 Type H Opening protection between the garage and residence is not identified or insufficient per section R309.I 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 Orvised 4arck 18,2014 2 O Q (NI y W ,,.c, in F- a)ce as o m MOS Nti-bl _M t I �, O a,^i)M n ,' Npps` a J O ill . O e,.•w,,� n o u)'� ow CJ O=U.M- j t O Z Z WO all p 8 0 Wit,, 4, U Y G 2 ¢ U F LL O O o o Awe ddY 10 (n Lll woKplad up w uoll�pl� P 1 > O o c e°. 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