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Roof Mounted Solar System
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: B2017-0341 Date: 08-Aug-17 Map/Lot: 105/040-000 Owner ID: 3479000 Project Location: 33E LAUREL POINT DRIVE Unit: Job Description: Install 11.4kW Roof Mounted Solar System Owner Nam Neffali and Jenny W Sostre Tenant Name N/A Careof: 33 E Laurel Point Drive Oakdale CT 06370- Telephone: Applicant Name Genesis Cornejo Telephone: (860)899-4625 DBA: SolarCity Lic/Reg Type HIC Lic/Reg N 632778 714 Brook Street,Suite 150 Exp Date: 30-Nov-10 Rocky Hill CT 06067- Construction Value Permit Fees Construction Information Building Value: $8,037.00 Building Fee: $108.00 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: $18,753.00 Electrical Fee: $228.00 Construction Type IRC Total Value: $26,790.00 Penalty Fee: $0.00 Permit Code: R4 C of 0 Fee: $0.00 Comment Plan Review Fe $10.08 State Ed Fee: $6.97 Total Fee Paid: $353.77 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 1 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: p ❑ Framing ❑ R HVAC ❑ Masonry Fireplace Throat or Chimney Thimble ❑ Gas Piping and leak test ❑ Fireblocking Draffstopping INSPECTION REQUIRED UPON COMPLETION ❑ Insulation P ertifica e of Approv. ❑ Cert' ate . cupancy Building Official's Approval: Town of Montville Building Department 310 Norwich-New London Tpke. TeL 860-848-3030, Ext 382 lJncasviile, CT 06382 Fax. 860-848-7231 RESIDENTIAL PERMIT APPLICATION FORM Permit No.: hail- L t Type of Work Occupancy Type Permit Type 0 New Construction Single Family e Building Addition 0 Two-Family Plumbing El Alteration 0 Townhouse ❑Mechanical 0 Accessory Structure ❑Electrical CRS#: Property Address;33E Laurel Point Dr (Number) (Street) (Unit) Job Description:Installation of 38 Roof Mounted Solar Panels Owner: Jenny Sostre Address: 33E Laurel Point Dr City: Montville Stale:Ct zip Code:06370 Telephone( ) Applicant:Genesis Cornejo DBA: SolarCity Address: 714 Brook St Ste 150 city:Rocky Hill State: Ct Zip Code:06067 Telephone(860 )899 _4625 Contractors -Complete the Following: License Type: H I C License No.:0632778 Expiration Date:1 1/30/17 {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 authors by the owner in fee and that!am authorized to make application for a permit for such work as described above. ril Owner/Agent Signature:• l �;�. _ Date: Construction Value Permit Fees Building Value: SO 037 Building Fee: T I Cl •CST Plumbing Value: Plumbing Fee: Mechanical Value: Mechanical Fee: Electrical Value: $18,753 Electrical Fee: IMO—YO. . ) Total Value: $26.790 Penalty Fee: C of 0 Fee: 5� Plan Review Fee: k, ► ! • �J State Ed Fee: .C(-7 Total Fee: Tell'► 71S-31 7 iKrmiccC fiugust 23,2007 energizeCT- Permit#[For Jurisdiction Use]: CONNECTICUT Connecticut Standardized Solar Photovoltaic (PV) Permit Application Date: 7.14.17 Property Type: I]Residential(R) ❑Commercial(C) ❑Other(specify): Genera[Description of Solar PV quay: 38 ROOF MOUNTED SOLAR PANELS System Size(kW DC): 11.4 kW Jenny Sostre Property Owner: street Address: 33E Laurel Point Dr Parcel ID#: Town: MONTVILLE State: CT Zip: 06370 Phone: Cell: .- Email: Pax: Additional Information: SOLARCITY Contractor: StreetAddress:714 BROOK ST SUITE 150 Town; ROCKY HILL state: CT Zip: 06067 Contact Name:Genesis Cornejo Titie: PERMIT COORDINATOR' Phone: 860-899-4625 Cell: Fax:866-566-7744 Email: hartford ermittin9 solarcit 'con License Type: H I C _ State: CT License Number: 0632778Exp.Date:411/30 Scope of Work: Subcontractor or Professional Engineer. Street Address: , Town: State: Zip: Contact Name: Title: Phone: Cell: Email Address: Fax: License Type: State: License Number: Exp-Date: ,—. Scope of Work: _ µ.;^ •:1P1{$fir.= !.+s•'a'.'::-'- a..x�+El'. :.r:. -y, [iii+ •rr'in""`%art3ifiiy `l <, '":fit(-I' all':b'�=.fJi��abur�i'�fi��t�rSt� tzir'mf�rtrrl'�b #g. �,r ._z,� ;.,.Pl��§r;'11 'brl�aiae�"L. I�atL'1S1�� ,�fICIU�B dLLe�,G LY1 �r,... r•:,. t ati.r:r -.r .G;..:: s.�. r_. ,, .p:• :'LL .y{/'. 4Y: Y...L: .�,.1: ..1:Y4... ': rSi Lrl'S:.ya .: �ea:ljii " :4 .d:' ;. '14F_:..�.-<'.. -'•;(;%• '.1.'';:Y.S•..� .�1.�t;t^' :'Y,.�s9-.. -.�.�k: •'t�.,. •r.,.-.%.: ��;.... - :7&.•c ri:�,'l:tt.n:r�: ..;.r<i �+'':�Y:.. .rw•�� ,•':A": c;f''- R7.v�:%_ t J� •�e:.�lt':t•... F:%" ,.P,: •.�.i•'��k�'i:;'�;�>i?.I'� �} ..o d'r : ; ,.Fr;. 'ETe•i;fi.; .:;i,: "•!`Rw.- - r8: •`EN QL LK}•'':.i• :,r•.Ya:s":3:. Icr': :i!'c•.'��.i . �'.�,�+..:a:;t_ 9'? :.„ .,,:;:'>:'r:`" 'x:; :zi.'S•('1fi�bflt��C�1. _,e•�1'1 ��1�•r�::, �_r.l��.�: 'tj:�: !:;r;��t;!: .:�:...,.a1:. .c .�.. ;,x z.. �,; ri...':./`1 ._:r I�... 2'."• t:t '.i:#i>.r:r{' .Y� Y.� rl.. •Y r:� S•:'is,:,..noir.,,�..,•:aQ•.Y.�rr•.W {.. 9., 5' a :(° .q.a\L: :i.:? ::.Y.�.' `r :a. ?c,:r° id ,H.. .c �'-�`., '.n;. „C';_}jr1„rY.': ..�i-.}'S: ,1,:..,,_�.i�r'....:�.1�”!,K[.,gat;r�:-:!':•:...s::�a�.::y;l: '.��L:fAr'`.�'..y..nL-i2'.i3:i::S:3Y::1*9t�iw'��. 4w�i..,i:2A=dhI":i';isT;_�.ri..�;�_'....a..�rr.:..'.�:.w_�F:., ..._..�::x::Sa'..._�.�...�:•:i.lr . - -- SOLAR PV SYSTEM INFORMATION Mounting Description ROOF Mounting Type(roof,pole,ground,other-specify): Mounting System Manufacturer: ZEP Product Name and Model#: (Continued) Version 51.2014 energize CONNECTICUT Cirim CT Standardized Solar PV Permit Application - = Building Information(For Roof-Mounted Systems Only) Building Type(e.g.house,shed,barn,slab): HOUSE Building Height(in feet):24 FEET Is the building permitted? ['Yes C7 No 0 NA If no,reason:•_ - Are there other permits associated with this application? ❑Yes �✓ No Describe: Electrical Description Size(amps)and type(phase,voltage)of electrical service: 120A SINGLE PHASEl20/240V Amperage of main breaker: 1 QUA Will the value of main breaker change? U Yes ✓0 No To:_ Rated amperage of the bus bar in the main panel: 100A Backfeed Braker Type of interconnection(e.g. breaker-load side,supply-side interconnect): Electrical panel location: BASEMENT — . If load side interconnect,will solar intertie into a subpanel? ❑Yes ❑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.energizQcr.com/Sunrisene) ❑ 1.Additional Subcontractors and Information O 2.One-Line Electrical Drawing ❑ 3.One-Line Site Plan Drawing ❑ 4.Attachment Details(Line Drawing)* ❑ 5.Solar PV Module Specification Sheets From Manufacturer ❑ 6.Inverter Specification Sheets From Manufacturer ❑ 7.Pole or Ground Mount Information(if applicable)* ❑ S.Structural Review Worksheet(if applicable) O 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. Certification I hereby certify that❑I am the owner of record of the named property or;0 the proposed work is authorized by the owner of record and/or I have been authorized to make this application as an authorized agent,and we agree to conform to all applicable codes,laws,regulations and ordinances. All information contained within is true and accurate to the best of my knowledge and belief. No work shall start until the Jurisdiction has approved the perm' •r until the Contractor has received approval from_ ._.__ _...._— (Jurisdiction - 4 II Signature of Property Owner or Authoriz d Agent: _ ►�.....; ,.1� Typed or Printed Name of Signatory: ii1S alciJ D l Version 5.1.2014 energize Pormit#[For Jurisdiction Use]: CONNECTICUT CT Standardized Solar PV Permit Application Supplement Please fill in the following information and submit ALL applicable attachments. Date: General Description of Solar PV Array: 38 ROOF MOUNTED SOLAR PANELS System Size(kW DC): 11.4 kW ' Solar PV Mounting Information Type(roof,pole, round,other-specify): ROOF Mountin9 YP 9 Mounting System Manufacturer ZEP ; Leveling Foot 850-1397,Ground Zep 850-1172,End Cap 850-1467,Interlock 850-1388,Grip 850-1421,Comp Mount C850-1382 Product Name and Model Building Information(For Roof-Mounted Systems Only) Building Type(e.g.house,shed,barn,slab): HOUSE Building Height(in feet): 24 FEET Is the building permitted? 0 Yes ©No ❑NA If no,reason: -- _ Electrical Description Size(amps)and type(phase,voltage)of electrical service: 120A SINGLE PHASEl20/240V Amperage of main breaker: 1 OOA Will the value of main breaker change? U YeJ✓U No To: Rated amperage of the bus bar in the main panel: 100A Type of interconnection(e.g.breaker-load side,supply-side interconnect):Backfeed Braker Electrical panel location: BASEMENT If load side interconnect,will solar intertie into a subpanel? 0 Yes 0 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.ener4izect.coadunr-isene) ❑ 1.Additional Subcontractors and Information ❑ 2. One-Line Electrical Drawing 0 3.One-Line Site Plan Drawing ❑ 4.Attachment Details(Line Drawing)* ❑ 5. Solar PV Module Specification Sheets From Manufacturer ❑ 6. Inverter Specification Sheets From Manufacturer LI 7. Pole or around Mount Information(if applicable)* O 8.Structural Evaluation Of required by municipality). See page 3 for documentation requirements. O 9.Additional information for Large Solar PV Systems(as Specified by the Municipality) *NOTE:Applicants should submit either Attachment 4 for roof-mounted systems 03 Attachment 7 for pole/ground- mounted systems,not both. Version 6.1.2014 Town of Montville Building Department File Receipt Date: 25-Jul-17 ReceiptNo: 12483 Received From: SolarCitv Job Address: 33E Laurel Point Drive Town Fees Collected State of Connecticut Fees Collected Bldg Cash: $0.00 State Cash: X0.00 Bldg Check: 1353.77 State Check: $6.97 Bldg Credit: 10.00 State Credit: $0.00 Fire Cash: $0.00 Fire Check: $0.00 Fire Credit: S0.00 Construction Value: 126.790.00 Demolition Value: 10.00 CheckNo: 768218 � ^ Received By: Carmen Kneeland Call l'yl l ). t ti /n� __ Ill Address: 33E Laurel Point 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 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 $ - Masonry w/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 $ 8,037.00 $ 18,753.00 Solar Install y TOTALS $ 8,037.00 $ - $ - $ 18,753.00 PERMIT FEE CALCULATIONS Construction Value Fee Building $ 8,037.00 $ 108.00 Plumbing y $ - $ - Mechanical y $ - $ - Electrical y $ 18,753.00 $ 228.00 Plan Review Fee y $ 10.80 Certificate of Occupancy Fee $ - Plan Review Fee $ - State Education Fee $ 6.97 TOTALS $ 26,790.00 $ 353.77 Figures are based on the 2006 RS Means Residential Cost Data SolarCity „.4) Date: Tj / I Li) (T1 Dear Sir or Madam: This letter is to verify that ( Q[l2j1S? Opy is an authorized representative and employee of SolarCity Corpd tion and is authorized to pull any and all permits and any other project-related documents as needed for the following project: Address: 35r ( Ou1 Fin niY by Licyki I le_OT c(05Z) Description: Solar panel roof mount installation System size: I I . u ALL) Start Date: 10)110/ 1-7 Sincerely, Mike Brignano Regional Operations Manager, Hartford, CT CT Contractor's License #HIC.0632778 CPL-02 Rev O(,/13 541574 CORPORATION STATE OF CONNECTICUT DEPARTMENT OF CONSUMER PROTECTION 165 Capitol Avenue 4 Hartford Connecticut 06106 Attached is your Home Improvement Contractor Registration. This registration is not transferable. The Department of Consumer Protection must be notified of any changes to your registration within thirty(30)days of such change. Questions regarding this registration can be directed to the License Services Division at(860)713-6000 or email dcp.licenseservices(&ct.gov. Visit our web site at www.ct.gov/dcp to verify registrations,download applications and the booklet for The Connecticut Contractor for Home Improvement and New Home Construction. STATE OF CONNECTICUT nil'IRT11E,\I 0/ ('0\R( 11ER PRO/1( 110\ SOLARCITY CORPORATION HOME IMPROVEMENT CONTRACTOR 3055 CLEARVIEW WAY SOLARCITY CORPORATION 3055 CLEARVIEW WAY SAN MATEO,CA 94402-3709 I SAN MATEO,CA 94402-3709 IG./REG NO EFFECTIVE EXPIR S HIC.0632778 12/01/2016 11/302017 1 is is - tw 'P.:!.;� 't 1 , vtxa `r•M.t l;{„p! '�• �( ,a1r-: t��'yy ' 't rf .� r !*! ,a t ` U% 'Y :'';',4:.:-.`",-V•••,- *;.*- , f • • lt 7 :�: ; � rah � , i�N• .�' x ' ; v. 41 �tr, x . . . . v j i '., STATE OF CONNECTICUT + DEPARTMENT OF CONSUMER PROTECTION ! _ $ I Be it known that I o SOLARCITY CORPORATION 1 ' .r ' i I 3055 CLEARVIEW WAY vl � SAN MATEO, CA 94402-3709 i i ;_ ;;: I )4 J a,-, - t is certified by the Department of Consumer Protection as a registered 11t 3 II HOME IMPROVEMENT CONTRACTOR .` .:=r I; Registration # HIC.0632778 1 I ., l Effective: 12/01/2016 I I ' 0 Expiration: 11/30/2017 r a,3-- � .. l Jo .Qi.n A.Harris,Commissioner ( ' I r 0 N i y( r7.'". r ‘1,1,7 •1", %''V 4" I.4 (.".' r l/� •-f-j-4117,-- -,V4(.., I yI l4..r if v'.. G,al( +. 1 V r's. [ .7 , y ,,ik ,'--.W..:44,: ''-:1', .•1f;:.41.".:14:',:=4 41. . Ja : Jky ,1r ,i vr,4{`1. A . ,P . ;4, L .. is .�\ i v r k.o ,14 � DATE(MWDD/YYYY) ACORL CERTIFICATE OF LIABILITY INSURANCE 08119/2016 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 CONTACT MARSH RISK& INSURANCE SERVICES PHO - PHONE` FAX 345 CALIFORNIA STREET,SUITE 1300 (A/C.No.Ext): (A/C.No): CALIFORNIA LICENSE NO.0437153 E-MAIL SAN FRANCISCO,CA 94104 ADDRESS: Attn:Shannon Scott 415-743-8334 INSURER(S)AFFORDING COVERAGE NAIC ff 998301-STND-GAWUE-16-17 INSURER A:Zurich American Insurance Company 16535 INSURED INSURER B:N/A N/A SolarCity Corporation 3055 Clearview Way INSURER C:N/A N/A San Mateo,CA 94402 INSURER D:American Zurich Insurance Company 40142 INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: SEA-003003278-03 REVISION NUMBER:6 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 TYPE OF INSURANCE ADDL SUBR POLICY EFF POLICY EXP LIMITS LTR JNwM/ SD ve POLICY NUMBER (MDD/YYYYI (MM/DD/YYYYI A X COMMERCIAL GENERAL LIABILITY GLO 0182016-01 09/01/2016 09/01/2017 EACH OCCURRENCE 5 1,000,000 CLAIMS-MADE X OCCUR DAMAGE TO RENTED PREMISES(Ea occurrence) $ 1,000,000 X SIR:$250,000 MED EXP(Any one person) _ $ 5,000 PERSONAL&ADV INJURY $ 1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 2,000,000 X POLICY PRO- JECT LOC PRODUCTS-COMP/OP AGG $ 2,000,000 OTHER: $ A AUTOMOBILE LIABILITY BAP0182017-0109/01/2016 09/01/2017 COMBINED SINGLE LIMIT $ 1 000 (Ea acddeM) X ANY AUTO BODILY INJURY(Per person) $ X ALL OWNED x SCHEDULED BODILY INJURY(Per accident) $ AUTOS AUTOS X HIRED AUTOS x NAONO-OWNEDS eraccident) ci tDAMAGE(P $ $ UMBRELLA LIAB OCCUR EACH OCCURRENCE $ EXCESS LIAB CLAIMS-MADE AGGREGATE $ ,DED RETENTION$ $ D WORKERS COMPENSATION WC0182014-01(AOS) 09/01/2016 09/01/2017 X PER OTH- D (AND EMPLOYERS'LIABILITY Y/N WC0182015-01(MA) 09/01/2016 09/01/2017 STATUTE ER ANY PROPRIETOR/PARTNER/EXECUTIVE N N/A E.L.EACH ACCIDENT $ 1,000,000 A OFFICER/MEMBER EXCLUDED? EWS 0182018-01(CA) 09/01/2016 09/01/2017 (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE $ 1,000,000 n yes,describe under Limits applyexcess of$500K SIR-CA 1,000,000 DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS I LOCATIONS/VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached if more space is required) CERTIFICATE HOLDER CANCELLATION SolarCity Corporation SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE 3055 Clearview Way THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN San Mateo,CA 94402 ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE of Marsh Risk&Insurance Services Stephanie Guaiumi ..etiFito.....: €51,,.. ..• I ©1988-2014 ACORD CORPORATION. All rights reserved. ACORD 25(2014/01) The ACORD name and logo are registered marks of ACORD r , Town of Montville Building Department CONSTRUCTION PERMIT APPROVAL Applicant is responsible for obtaining all of the required approvals. No permit will be issued until all the required signatures are obtained. • 33E Laurel Point Dr Property Address Installation and wiring of 38 roof mounted solar panels Job Description Required Department Approval Permit Issuance Approval 1111 Tax Collector C k rt-,1 cT f i 7/i c'I] Lm K- Comments: Signature!date Planning &Zoning Signature/date t Comments: / Fire Marshal 1#1 ♦ / 7/L� Signature!date Comments: ❑ Health Department Required for properties with private septic or well Comments: ❑ WPCA, Administrative Required forproperties an sewer Signature/date Comments: ❑ WPCA, Operations _J /N 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 end two family residential Signature!date Comments: ❑ State Dept. of Transportation Re•ufred for Structures over 100 000 s.,ft.or wit more he flu .,r in• s.aces-Official co. of STC Certificate of 0•eration r=•aired-•.r CGS 7¢811 Signature!date Building Department Review Complete Signature/date 9@..isrdYday23,20n Version#67.5-TBD SolarCity .CcyNNe. June 22, 2017 ti 4��Cfi�,'i RE: CERTIFICATION LETTER ;3o; *r Project/Job # 0633446 No 31214 Project Address: Sostre Residence �/CFNSEO,.,' � 0 33E Laurel Point Dr SS,' Montville, CT 06370 ,�DkA_ AHJ Montville ?A. SC Office Hartford Design Criteria: -Applicable Codes = 2012 IBC/IRC w/CT Amendments,ASCE 7-10, and 2012 NDS - Risk Category = II - Wind Speed = 135 mph, Exposure Category C, Partially/Fully Enclosed Method -Ground Snow Load = 35 psf - MP1A: 2x8 @ 16"OC, Roof DL = 8 psf, Roof LL/SL = 29.995 psf(Non-PV), Roof LL/SL = 29.995 psf(PV) - MP1B: 2x8 @ 16"OC, Roof DL = 8 psf, Roof LL/SL = 29.995 psf(Non-PV), Roof LL/SL = 29.995 psf(PV) - MP1C: 2x8 @ 16"OC, Roof DL = 8 psf, Roof LL/SL = 29.995 psf(Non-PV), Roof LL/SL = 29.995 psf(PV) Note: Per IBC 1613.1; Seismic check is not required because Ss = 0.22413 < 0.4g and Seismic Design Category(SDC) = B < D To Whom It May Concern, A jobsite survey of the existing framing system of the address indicated above was performed by a site survey team from SolarCity. Structural evaluation was based on site observations and the design criteria listed above. Based on this evaluation, I certify that the existing structure directly supporting the PV system is adequate to withstand all loading indicated in the design criteria above based on the requirements of the applicable existing building and/or new building provisions adopted/referenced above. Additionally, I certify that the PV module assembly including all standoffs supporting it have been reviewed to be in accordance with the manufacturer's specifications and to meet and/or exceed all requirements set forth by the referenced codes for loading. The PV assembly hardware specifications are contained in the plans/docs submitted for approval. William A. Eldredge, P.E. Digitally signed by William Professional Engineer Eldredge T: 888.765.2489 x58636 Date:2017.06.22 13:57:02 email: weldredge@solarcity.com -04'00' ?055 Clear view Way ran Mateo CA 94402 +650)638-1028 (888)SOL-CITY (650)638-1029 solarcity-com Version#67.5-TBD SolarCity HARDWARE DESIGN AND STRUCTURAL ANALYSIS RESULTS SUMMARY TABLES Landscape Hardware-Landscape Modules' Standoff Specifications Hardware X-X Spacing X-X Cantilever Y-Y Spacing Y-Y Cantilever Configuration Uplift DCR MP1A 64" 24" 39" NA Staggered 56.9% -- ------- MP1B 64" 24" 39" NA Staggered 56.9% MP1C 64" 24" 39" NA Staggered 56.9% Portrait Hardware-Portrait Modules' Standoff Specifications Hardware X-X Spacing X-X Cantilever Y-Y Spacing Y-Y Cantilever Configuration Uplift DCR MP1A 48" 18" 65" NA Staggered 71.2% MP1B 48" 18" 65" NA Staggered 71.2% MP1C 48" 18" 65" NA Staggered 71.2% Structure Mounting Plane Framing Qualification Results Type Spacing Pitch Member Evaluation Results MP1A _ Stick Frame 16"O.C. 20° Member Analysis OK MP1B Stick Frame 16"O.C. _ 20° _ Member Analysis OK MP1C Stick Frame 16"O.C. 20° Member Analysis OK Refer to the submitted drawings for details of information collected during a site survey. All member analysis and/or evaluation is based on framing information gathered on site.The existing gravity and lateral load carrying members were evaluated in accordance with the IBC and the IEBC. 3055 Clear vtew We, `.an Mateo CA 94402 (650)o38 -1028 i888i SOL- CITY ,,:650i 6-' 0 a..•_,Iarc+tr-,U'. STRUCTURE ANALYSIS - LOADING SUMMARY AND MEMBER CHECK - MP1A Member Properties Summary MP1A Horizontal Member Spans Rafter Properties Overhang 1.16 ft Actual W 1.50" Roof System Properties Span 1 13.68 ft Actual D 7.25" Number of Spans(w/o Overhang) 1 Span 2 Nominal Yes Roofing Material Comp Roof Span 3 A(in^2) 10.88 Re-Roof No Span 4 Sx(in.^3) 13.14 Plywood Sheathing Yes Span 5 Ix(in^4) 47.63 Board Sheathing None Total Rake Span 15.79 ft TL Defl'n Limit 120 Vaulted Ceiling No PV 1 Start 0.83 ft Wood Species SPF Ceiling Finish 1/2"Gypsum Board PV 1 End 13.42 ft Wood Grade #2 Rafter Slope 20° PV 2 Start Fb(psi) 875 Rafter Spacing 16"O.C. PV 2 End Fv(psi) 135 Top Lat Bracing Full PV 3 Start E(psi) 1,400,000 Bot Lat Bracing At Supports PV 3 End E-min(psi) 510,000 Member Loading Summary Roof Pitch 5/12 Initial Pitch Adjust Non-PV Areas PV Areas Roof Dead Load DL 8.0 psf x 1.06 8.5 psf 8.5 psf PV Dead Load PV-DL 3.0 psf x 1.06 3.2 psf Roof Live Load RLL 20.0 psf x 0.98 19.5 psf Live/Snow Load LL/SL42 35.0 psf x 0.86 I x 0.86 30.0 psf 30.0 psf Total Load(Governing LC) TL 38.5 psf 41.7 psf Notes: 1. ps=Cs*pf; Cs-roof, Cs-pv per ASCE 7[Figure 7-2] 2. pf=0.7(Ce)(Ci)(Is)pg; Ce=0.9, Cr=1.1, 4=1.0 Member Analysis Results Summary Governing Analysis Max Moment @ Location Capacity DCR Result (+) Bending Stress(psi) 1,170.1 8.0 ft 1,388.6 84% Pass ZEP HARDWARE DESIGN CALCULATIONS - MP1A Mounting Plane Information Roofing Material Comp Roof Roof Slope 20° Rafter Spacing 16"O.C. Framing Type/ Direction Y-Y Rafters PV System Type SolarCity SleekMountTM Zep System Type ZS Comp Standoff(Attachment Hardware) Comp Mount SRV Spanning Vents No Wind Design Criteria Design Code IBC 2012 ASCE 7-10 Wind Design Method Partially/Fully Enclosed Method Ultimate Wind Speed V-Ult 135 mph Fig. 1609A Exposure Category C Section 26.7 Roof Style Gable Roof Fig.30.4-2q/B/C-5A/B Mean Roof Height h 25 ft Section 26.2 Wind Pressure Calculation Coefficients Wind Pressure Exposure KZ 0.95 Table 30.3-1 Topographic Factor Krt 1.00 Section 26.8 Wind Directionality Factor Kd 0.85 Section 26.6-1 Importance Factor I NA VelocityPressure qh qh = 0.00256(Kz)(Kzt)(Kd) (V^2) Equation 30.3-1 37.5 psf Wind Pressure Ext. Pressure Coefficient(Up) GCp(Up) -0.88 Fig.30.4-2A/B/C-5A/B Ext. Pressure Coefficient(Down) GCp(Down) 0.45 Fig.30.4-2A/B/C-5A/B Design Wind Pressure p p = qh (GCp) Equation 30.4-1 Wind Pressure Up Prop) -32.8 psf Wind Pressure Down Prdowo) 16.9 psf ALLOWABLE STANDOFF SPACINGS X-Direction Y-Direction Max Allowable Standoff Spacing Landscape 64" 39" Max Allowable Cantilever Landscape 24" NA Standoff Configuration Landscape Staggered Max Standoff Tributary Area Trib 17 sf PV Assembly Dead Load W-PV 3.0 psf Net Wind Uplift at Standoff T-actual -312 lbs Uplift Capacity of Standoff T-allow 548 lbs Standoff Demand/Capacity DCR 56.9% X-Direction Y-Direction Max Allowable Standoff Spacing Portrait 48" 65" Max Allowable Cantilever Portrait 18" NA Standoff Configuration Portrait Staggered Max Standoff Tributary Area Trib 22 sf PV Assembly Dead Load W-PV 3.0 psf Net Wind Uplift at Standoff T-actual -390 lbs Uplift Capacity of Standoff T-allow 548 lbs Standoff Demand/Capacity DCR 71.2% STRUCTURE ANALYSIS - LOADING SUMMARY AND MEMBER CHECK - MP1B Member Properties Summary MP1B Horizontal Member Spans Rafter Properties Overhang 1.16 ft Actual W 1.50" Roof System Properties Span 1 7.84 ft Actual D 7.25" Number of Spans(w/o Overhang) 1 Span 2 _ Nominal Yes Roofing Material Comp Roof Span 3 A(inA2) 10.88 Re-Roof No Span 4 Sx(in.^3) 13.14 Plywood Sheathing Yes Span 5 Ix(in^4) 47.63 Board Sheathing None Total Rake Span 9.58 ft TL Defl'n Limit 120 Vaulted Ceiling No PV 1 Start 0.83 ft Wood Species SPF Ceiling Finish 1/2"Gypsum Board PV 1 End 7.17 ft Wood Grade #2 Rafter Slope 20° PV 2 Start Fb(psi) 875 Rafter Spacing 16"O.C. PV 2 End Fv(psi) 135 Top Lat Bracing Full PV 3 Start E (psi) 1,400,000 Bot Lat Bracing At Supports PV 3 End E-min (psi) 510,000 Member Loading Summary Roof Pitch 5/12 Initial Pitch Adjust Non-PV Areas PV Areas Roof Dead Load DL 8.0 psf x 1.06 8.5 psf 8.5 psf PV Dead Load PV-DL 3.0 psf x 1.06 3.2 psf Roof Live Load RLL 20.0 psf x 0.98 19.5 psf Live/Snow Load LL/SL1,2 35.0 psf x 0.86 I x 0.86 30.0 psf 30.0 psf Total Load(Governing LC) TL 38.5 psf 41.7 psf Notes: 1. ps=Cs*pf; Cs-roof,Cs-pv per ASCE 7[Figure 7-2] 2. pf= 0.7(Ce)(Ct)(Is)p9; Ce=0.9, Ct=1.1, I5=1.0 Member Analysis Results Summary Governing Analysis Max Moment @ Location Capacity DCR Result (+) Bending Stress(psi) 371.5 5.1 ft 1,388.6 27% Pass ZEP HARDWARE DESIGN CALCULATIONS - MP1B Mounting Plane Information Roofing Material Comp Roof Roof Slope 20° Rafter Spacing 16"O.C. - Framing Type/ Direction Y-Y Rafters PV System Type SolarCity SleekMountTM Zep System Type ZS Comp Standoff(Attachment Hardware) Comp Mount SRV Spanning Vents No Wind Design Criteria Design Code IBC 2012 ASCE 7-10 Wind Design Method Partially/Fully Enclosed Method Ultimate Wind Speed V-Ult 135 mph Fig. 1609A Exposure Category C Section 26.7 Roof Style Gable Roof Fig.30.4-2A/B/C-5A/B Mean Roof Height h 25 ft Section 26.2 Wind Pressure Calculation Coefficients Wind Pressure Exposure KZ 0.95 Table 30.3-1 Topographic Factor K7 1.00 Section 26.8 Wind Directionality Factor Kd 0.85 Section 26.6-1 Importance Factor I NA Velocity Pressure chi qh = 0.00256(Kz)(Kzt)(Kd) (V^2) 37.5 psf Eq uation 30.3-1 Wind Pressure Ext. Pressure Coefficient(Up) GCp(Up) -0.88 Fig.30.4-2A/B/C-5A/B Ext. Pressure Coefficient(Down) GCp(Down) 0.45 Fig.30.4-2A/B/C-5A/B Design Wind Pressure p p = qh (GCp) Equation 30.4-1 Wind Pressure Up Num -32.8 psf Wind Pressure Down P(down) 16.9 psf ALLOWABLE STANDOFF SPACINGS X-Direction Y-Direction Max Allowable Standoff Spacing Landscape 64" 39" Max Allowable Cantilever Landscape 24" NA Standoff Configuration Landscape Staggered Max Standoff Tributary Area Trib 17 sf PV Assembly Dead Load W-PV 3.0 psf Net Wind Uplift at Standoff T-actual -312 lbs Uplift Capacity of Standoff T-allow 548 lbs Standoff Demand/Capacity DCR 56.9% X-Direction Y-Direction Max Allowable Standoff Spacing Portrait 48" 65" Max Allowable Cantilever Portrait 18" NA Standoff Configuration Portrait _ Staggered Max Standoff Tributary Area Trib 22 sf PV Assembly Dead Load W-PV 3.0 psf Net Wind Uplift at Standoff T-actual -390 lbs Uplift Capacity of Standoff T-allow 548 lbs Standoff Demand/Capacity DCR 71.2% STRUCTURE ANALYSIS - LOADING SUMMARY AND MEMBER CHECK - MP1C Member Properties Summary MP1C Horizontal Member Spans Rafter Properties Overhang 1.16 ft Actual W 1.50" Roof System Properties Span 1 13.68 ft Actual D 7.25" Number of Spans(w/o Overhang) 1 Span 2 Nominal Yes Roofing Material Comp Roof Span 3 A(in^2) 10.88 Re-Roof No Span 4 Sx(in.^3) 13.14 Plywood Sheathing Yes Span 5 Ix(in^4) 47.63 Board Sheathing None Total Rake Span 15.79 ft TL Defl'n Limit 120 Vaulted Ceiling No PV 1 Start 0.83 ft Wood Species SPF Ceiling Finish 1/2"Gypsum Board PV 1 End 13.42 ft Wood Grade #2 Rafter Slope 20° PV 2 Start Fb(psi) 875 Rafter Spacing 16" O.C. PV 2 End Fv(psi) 135 Top Lat Bracing Full PV 3 Start E(psi) 1,400,000 Bot Lat Bracing At Supports PV 3 End E-min (psi) 510,000 Member Loading Summary Roof Pitch 5/12 Initial Pitch Adjust Non-PV Areas PV Areas Roof Dead Load DL 8.0 psf x 1.06 8.5 psf 8.5 psf PV Dead Load PV-DL 3.0 psf x 1.06 3.2 psf Roof Live Load RLL 20.0 psf x 0.98 19.5 psf Live/Snow Load LL/SL1'2 35.0 psf x 0.86 I x 0.86 30.0 psf 30.0 psf Total Load(Governing LC) TL 38.5 psf 41.7 psf Notes: 1. ps =Cs*pf; Cs-roof, Cs-pv per ASCE 7[Figure 7-2] 2. pf= 0.7(Ce)(Cr)(Is)Pg; Ce=0.9,c=1.1, I5=1.0 Member Analysis Results Summary Governing Analysis Max Moment . @ Location Capacity DCR Result (+)Bending Stress(psi) 1,170.1 8.0 ft 1,388.6 84% Pass ZEP HARDWARE DESIGN CALCULATIONS - MP1C Mounting Plane Information Roofing Material Comp Roof Roof Slope 20° Rafter Spacing 16"O.C. Framing Type/ Direction Y-Y Rafters PV System Type SolarCity SleekMountT"' Zep System Type ZS Comp Standoff(Attachment Hardware) Comp Mount SRV Spanning Vents No Wind Design Criteria Design Code IBC 2012 ASCE 7-10 Wind Design Method Partially/Fully Enclosed Method Ultimate Wind Speed V-Ult 135 mph Fig. 1609A Exposure Category C Section 26.7 Roof Style Gable Roof Fig.30.4-2A/B/C-5A/B Mean Roof Height h 25 ft Section 26.2 Wind Pressure Calculation Coefficients Wind Pressure Exposure KZ 0.95 Table 30.3-1 Topographic Factor KA 1.00 Section 26.8 Wind Directionality Factor KJ 0.85 Section 26.6-1 Importance Factor I NA qh = 0.00256(Kz)(Kzt)(Kd) (V^2) Velocity Pressure qh EquationEquation 30.3-1 37.5 psf Wind Pressure Ext. Pressure Coefficient(Up) GCp (Up) -0.88 Fig.30.4-2A/B/C-5A/B Ext. Pressure Coefficient(Down) GCp(Down) 0.45 Fig.30.4-2A/B/C-5A/B Design Wind Pressure p p = qh (GCp) Equation 30.4-1 Wind Pressure Up Num -32.8 psf Wind Pressure Down Prdownl 16.9 psf ALLOWABLE STANDOFF SPACINGS X-Direction Y-Direction Max Allowable Standoff Spacing Landscape 64" 39" Max Allowable Cantilever Landscape 24" NA Standoff Configuration Landscape Staggered Max Standoff Tributary Area Trib 17 sf PV Assembly Dead Load W-PV 3.0 psf Net Wind Uplift at Standoff T-actual -312 lbs Uplift Capacity of Standoff T-allow 548 lbs Standoff Demand/Capacity DCR 56.9% X-Direction Y-Direction Max Allowable Standoff Spacing Portrait 48" 65" Max Allowable Cantilever Portrait 18" NA Standoff Configuration Portrait Staggered Max Standoff Tributary Area Trib 22 sf PV Assembly Dead Load W-PV 3.0 psf Net Wind Uplift at Standoff T-actual -390 lbs Uplift Capacity of Standoff T-allow 548 lbs Standoff Demand/Capacity DCR 71.2% I pi. . f ro d l ; o roa p_ 5 �G �N � = 00. P1%,) n o =�� p Dg o o _C, Zs� . 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