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HomeMy WebLinkAboutRoof Mounted Solar System 2016 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: B2017-0177 Date: 11-May-17 Map/Lot: 103/010-000 Owner ID: 5575000 Project Location: 64 PODURGIEL LANE Unit: Job Description: Install Roof Top Solar System Owner Nam Lawrence Duprey Tenant Name N/A Careof: 64 Podurgiel Lane Uncasville CT 06382- Telephone: Applicant Name Sunrun Solar Telephone: (203)997-2639 DBA: Lic/Reg Type HIC Lic/Reg N 642655 75 Brainard Road Exp Date: 30-Nov-17 Hartford CT 06114- Construction Value Permit Fees Construction Information Building Value: $2,754.00 Building Fee: $36.00 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: $8,262.00 Electrical Fee: $108.00 Construction Type IRC Total Value: $11,016.00 Penalty Fee: $0.00 Permit Code: R4 C of 0 Fee: $0.00 Comment Plan Review Fe $3.60 ***Framing Inspection Required*** State Ed Fee: $2.86 Total Fee Paid: $150.46 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 Certil •te • Approval • - till e of Occupancy Building Official's Approval `;� �`�� Town of Montville Building Department 310 Norwich-New London Tpke. Tel. 860-848-3030, Ext 382 Uncasville, CT 06382 Fax. 860-848-7231 RESIDENTIAL PERMIT APPLICATION FORM Permit No.: e007-617 7 Type of Work Occupancy Type Permit T e ❑New Construction 0 Single Family Building ❑Addition 0 Two-Family Plumbing ❑Alteration ❑Townhouse ❑Mechanical ❑Accessory Structure ❑Electrical CRS#: Property Address: (Di Pôcktrcue( i (.t�.11e, ( umber (Street) (Unit) Job Description: O p SOI�,V V J / z ytr u.p dc., Owner: W,U3 reen(e DRpveq Address: A- Pcciuvgi6I L1 `v Wcydlillh City: State: Zip Code: Telephone( ) - Applicant: U,11\ Aill s to V DBA: Address: '16 66, l N , ....-- City: WI Asir ! State: C( Zip Code: O W I l Telephone L2aggi-211/0___ Contractors - Complete the Following: License Type:01(Q(pq Sicense No.: Expiration Date: I hereby certify that the proposed work will conform to the State Building Code and all other codes as adopted by the State of Connecticut and the Town of Montville and further attest that the proposed work is authorized by the owner in fee and that I am authorized to make application for a perm" for such work as described above. k By checking this box, I will follow the requirements of the 2014 NEC as the alternative compliance per section E3401.1 of the Residential Code, instead of the electrical requir ents in chapters 3 through 43 of the Residential Code. Owner/Agent Signature: 67s07- Date: Constructi Value =ees Building Value: 0759 Plumbing Value: (c ,-"vie Mechanical Value: //// """_ Electrical Value: 25 p(o,� / - , •�� ;kiS/n --7'4 Total Value: I t U R / t S '' i'r-c ' , Qevised•August 2,2007 Town of Montville Building Department File Receipt Date: 08-Mav-17 ReceiptNo: 12250 Received From: Sunrun Installation Services Inc. Job Address: 64 Podurgiel Lane Town Fees Collected State of Connecticut Fees Collected Bldg Cash: $0 00 State Cash: $0.00 Bldg Check: $150.46 State Check: 12.86 Bldg Credit: $0.00 State Credit: $0 00 Fire Cash: 10.00 Fire Check: $0.00 Fire Credit: 0.00 Construction Value: 111 016 00 Demolition Value: 10.00 CheckNo: 2311209 Received By: Carmen Kneeland CCAno j ./1try\ \d Address: 64 Podurgiel Lane ITEM QTY $/UNIT TOTAL Building Plumbing Mechanical Electrical BUILDING AREA Basement,Finished SF S 41.96 $ - $ - Interior Renovations SF S 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 YIN $ - 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 $ 2,754.00 $ 8,262.00 Solar Install y TOTALS $ 2,754.00 $ - $ - $ 8,262.00 PERMIT FEE CALCULATIONS Construction Value Fee Building $ 2,754.00 $ 36.00 Plumbing y $ - $ - Mechanical y $ - $ Electrical y $ 8,262.00 $ 108.00 Plan Review Fee y $ 3.60 Certificate of Occupancy Fee $ Plan Review Fee $ _ State Education Fee $ 2.86 TOTALS $ 11,016.00 $ 150.46 Figures are based on the 2006 RS Means Residential Cost Data sunrun Lovurente Duipra,i a Nit ,a,fi(i a )4 , T. O1obgz Building Department/14061k facia - 3uwe 1 , /On- Please accept this letter as verification of my El licensure and as authorization for the following Sunrun employees to process all permit applications on my behalf. Thank you for your time. Su ' Carthy-Nye Judy Dighello Nima GhoTampour Alex Rose Should you have any questions please feel free to contact me. Kenneth Czajka Mater E -ctrician- ELC. 0195361-E1 Expiration 09/30/2017 16 Coe Ave Apt. 2 Portland, CT 06480-1400 203-446-6726 if'IALIR,, 0611 54185' STATE OF CONNECTICUT CORPORATION• DEPARTMENT OF CONSUMER PROTECTION 165 Capitol Avenue + Hartford Connecticut 06 i 06 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(86o)713-6000 or email d_'.p.licensescr icesact.gov. In an effort to be more efficient and Go Green, the department asks that you keep your email information with our office current to receive correspondence. You can access your account at www.elicense.ct.gov to verify,add or change your email address. Visit our web site at ww-w.ct.govi1c:p to verify registrations,download applications and the booklet for The Connecticut Contractor for Home Improvement aid New Home e4mstrliction. SUNRUN INSTALLATION SERVICES INC HOME IMPROVEMENT CONTRACTOR 26 WORLDS FAIR DR STE K SUNRUN INSTALLATION SERVICES INC SOMERSET,N) 08873 1353 595 MARKET ST FL 29 SAN FRANCISCO,CA 94105-2842 1 LiL'.1 REG NO. E I - EXPSEE HIC.0642655 I2/01/2016 11/30/2017 �� ..=- (r - f -t-'.fir �`/ z''' .' '' . ::.1 .% �-1ry-7Nss�-1 s-ni r .. a 1 STATE OF CO'.NEC"I'IC U`I� + DEPA RTtMENT OF CONSUMER PROTECTION ; Be it known kaowni that ., i � fl SUT RUIN INSTALLATION T.ALI.aATTION. SERVICES .I.NC( 4 • ,71 595 M_i%R cEI' ST. FI, 29 q �T FRANCISCO, �r y o ` ` p r ; . 7 jy - 13 Celt t1t'il b CIY( l cpxtt;t icctC of G-,rSrl ULll C��xt3tGCl1C�r1 as 1 Yt' 1titC L°mil flr t ai i4.1 HOME IMPROVEMENT CON'TRACTO T�.e Ist 'a v , # .MI: C.064265 5 •.' { ; Effective: 12/01 /2016 '4-7>� ' Expiration: l i /30/2017 ;3 9v�?. = �. ' , ,I. � 1 December I, 2.016 Re: Seaar•raaa Inc. and &corm m 'Installation Bea-vices hoc. Licensed Connecticut Rome RuirDproverment Contr• etors To whom it may concern: I am the Corporate Secretary of each of Sa►nrurr Inc. ("Sunrun") a Delaware corporation holding Connecticut Home Improvement Contractor License number 0640881, and Sunrun Installation Services Inc. ("SIS"), a Delaware corporation holding Connecticut Home improvement Contractor License nrrrnber Bees 0642655. SIS is a wholly owned subsidiary of Sunrn;r. Sunrun hereby authorizes each of Judy Dighello, Permit Coordinator, Sue McCarthy; Permit Coordinator and James LaFreniere, Branch Operations Manager, to process all permit applications paperwork related to each of the Sunrun and SIS contractor licenses.All are full-time employees of Sunrun and work at least thirty-five(35)hours a week for Sunrun. and Please contact my colleague Ayanna Cage Carey at ayanna.care a sunrw)home.corn or 4J5-638- 401 7 or me with any questions. Thank you for your attention to this matter. Sincerely, SUNRUN INC. Mina Kira Corporate Secretary Ac,,,�R�� CERTIFICATE OF LIABILITY INSURANCE DATE(MM/DD/YYYY) /2016 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS9/29TE OLDE R. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER RIGHTSHE COVERAGE AFFORDED ABY 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 I certificate holder in lieu of such endorsement(s). PRODUCER CONTACT Arthur J. Gallagher&Co. NAME: PHONE Insurance Brokers of CA. Inc. License#0726293 (A/C.No,FA).415-546-9300 FAX 415-536-8499 1255 Battery Street#450 EMAIL AD4RFss: San Francisco CA 94111 INSURER(S)AFFORDING COVERAGE NAIC# INSURER A:Zurich American Insurance Company 16535 INSURED SUNRINC-01 INSURER B:James River Insurance Company 12203 Sunrun Installation Services, Inc. INSURER C:Houston Casualty Company 42374 775 Fiero Lane, Suite 200 San Luis Obispo,CA 93401 INSURER D:Endurance Risk Solutions Assurance 43630 INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: 1234039423 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR I ADDL SUBR POLICY EFF POLICY EXP LTR TYPE OF INSURANCE INSD WVD POLICY NUMBER (MM/DD/YYYY) (MM/DD/YYYY) LIMITS B x COMMERCIAL GENERAL LIABILITY Y 000641242 10/1/2016 10/1/2017 - EACH OCCURRENCE $1,000,000 CLAIMS-MADE X OCCUR DAMAGE TO RENTED PREMISES(Ea occurrence) $300,000 MED EXP(Any one person) _ $10,000 PERSONAL 8 ADV INJURY $1,000,000 GE 'L AGGREGATE LIMIT APPLIES PER: PRO- GENERAL AGGREGATE $2,000,000 X POLICY JECT LOC PRODUCTS-COMP/OP AGG $2,000,000 OTHER: Total Policy Limit $10,000,000 A AUTOMOBILE LIABILITY BAP915542503 10/1/2016 10/1/2017 COMBINED SINGLE LIMIT $ (Ea accident) X ANY AUTO BODILY INJURY(Per person) $ AUTOS NED ACHE HIRED AUTOS NON-OWNED BODILY INJURY(Per accident) $1,000,000 AUTOS (Per accident)PROPERTY DAMAGE "—' $ $ C UMBRELLALIAB X H16XC5023204 10/1/2016 10/1/2017 D EXC30000181000 OCCUR EACH OCCURRENCE $5,000,000 X EXCESS LIAR CLAIMS-MADE 10/1/2016 10/1/2017 — — AGGREGATE $5,000,000 DED RETENTION$ $ A WORKERS COMPENSATION y WC013696002 10/1/2016 10/1/2017PER OTH- A AND EMPLOYERS'LIABILITY Y/N WC013696102 10/1/2016 10/1/2017 X STATUTE ER ANY PROPRIETOR/PARTNER/EXECUTIVE E.L.EACH ACCIDENT $1,000,000 OFFICER/MEMBER EXCLUDED? ( N/A (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/LOCATIONS/VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached if more space is required) CT-Policy-WC013696002$25,000 Deductible CERTIFICATE HOLDER CANCELLATION Town of Montville SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN RE: Lawrence Duprey ACCORDANCE WITH THE POLICY PROVISIONS. 64 Podurgiel Lane AUTHORIZED REPRESENTATIVE ©1988-2014 ACORD CORPORATION. All rights reserved. ACORD 25(2014/01) The ACORD name and logo are registered marks of ACORD POLICY NUMBER: 000641242 COMMERCIAL GENERAL LIABILITY CG 20 37 07 04 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. ADDITIONAL INSURED - OWNERS, LESSEES OR CONTRACTORS - COMPLETED OPERATIONS This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART SCHEDULE Name Of Additional Insured Person(s) Location And Description Of Completed Opera- Or Organization(s): tions Blanket basis per written contacts Information required to complete this Schedule, if not shown above, will be shown in the Declarations. Section II —Who Is An Insured is amended to include as an additional insured the person(s) or organiza- tion(s) shown in the Schedule, but only with respect to liability for "bodily injury" or "property damage" caused, in whole or in part, by "your work" at the location desig- nated and described in the schedule of this endorse- ment performed for that additional insured and included in the "products-completed operations hazard". CG 20 37 07 04 ©ISO Properties, Inc., 2004 Page 1 of 1 0 S structural April 25,2017 ENGINEERS Sunrun Inc. 133 Technology Dr,Suite 100 Irvine,CA,92618 Subject:Structural Certification for Installation of Solar Panels Job Number:2017-02119 Client:Lawrence Duprey-231R-064DUPR Address:64 Podurgiel Lane,Montville,CT 06382 Attn.:To Whom It May Concern A field observation of the condition of the existing framing system was performed by an audit team from Sunrun Inc.. From the field observation of the property,the existing roof structure was observed as follows: The existing roof structure consists of: • Composition Shingle over lx Decking is supported by 2x6 @ 24"o.c.SPF#2 at ARRAY 1.The rafters are sloped at approximately 24 degree and have a maximum projected horizontal span of 11 ft 9 in between load bearing walls. Design Criteria: • Applicable Codes=2016 Connecticut State Building Code,ASCE 7-10,and NDS-12 • Ground Snow Load=30 psf;Roof Snow Load=30 psf ARRAY 1 • Roof Dead Load=6 psf ARRAY 1 • Basic Wind Speed= 135 mph Exposure Category C As a result of the completed field observation and design checks: • ARRAY 1:New 2x6 SPF#2 rafters are required to be sintered to the existing roof rafters to support the additional loading.After upgrade,the roof is adequate to support the loading imposed by the installation of solar panel and modules. I certify that the capacity of the structural roof framing that directly supports the additional gravity loading due to the solar panel supports and modules had been reviewed and determined to meet or exceed the requirements with structural upgrade in accordance with the 2012 IBC. ,`,to a Oiessi�,, OF NF �•, If you have any questions on the above,do not hesitate to call. �.`���;JFK ZAc�F,��!��� p•.G. Prepared By: —j PZSE,Inc.-Structural Engineers *= .. :. Roseville,CA : p.o fY1^, . 0% 29678 �• .c�.•L/CENSE�•G����� ,,� ,,� NAL �sO Unto.�` 8150 Sierra College Boulevard, Suite 150, Roseville, CA 95661 916.961.3960 916.961.3965 www.pzse.com s.77 structural April 25, 2017 ENGINEERS Sunrun Inc. 133 Technology Dr,Suite 100 Irvine,CA 92618 Attn.:To Whom It May Concern re:Job 2017-02119 : Lawrence Duprey-231R-064DUPR The following calculations are for the structural engineering design of the photovoltaic panels located at 64 Podurgiel Lane,Montville, CT 06382.After review, PZSE, Inc. certifies that the roof structure lacks sufficient structural capacity for the applied PV loads.See the following calculations and Plan Sheets for location and repair to bring the roof structure up to the required capacity.. If you have any questions on the above,do not hesitate to call. ,`�pteUrgq�i OF CON/yF* Q' 2l i -� . Prepared By: • *_ PZSE, Inc.-Structural Engineers •tfx'ofy3 oz• • Roseville, CA •,°A,,.;••<�29618E O ;�,•.•• • CENSG� 8150 Sierra College Boulevard, Suite 150, Roseville, CA 95661 916.961.3960 916.961.3965 www.pzse.com S Project: Lawrence Duprey-- Job#: 2017-02119 Date: 4/25/2017 Engineer: QP Gravity Loading Roof Snow Load Calculations pg=Ground Snow Load= 30 psf Ce=Exposure Factor= 0.9 (ASCE?-Table 7-2) Cf=Thermal Factor= 1.1 (ASCE7-Table 7-3) I=Importance Factor= 1 pf=0.7 Ce C I pg 21 psf (ASCE7-Eq 7-1) where pg 5 20 psf,Pf min=I x pg= N/A where pg>20 psf,Pf min=20 x 1= N/A Per ASCE 7-10,minimum values of Pf shall apply to hip and gable roofs with slopes less than 15.. Therefore,pf=Flat Roof Snow Load= 30 psf Ps=CsPf (ASCE7-Eq 7-2) Cs=Slope Factor= 1.000 ARRAY 1 Ps=Sloped Roof Snow Load= 30.0 psf ARRAY 1 PV Dead Load=3 psf(Per Sunrun Inc.) Roof Live Load= 18.66 psf ARRAY 1 Note:Roof live load is removed in area's covered by PV array. Roof Dead Load ARRAY 1 Composition Shingle 2.00 lx Decking 2.00 Double 2x6 Rafters @ 24"o.c. 1.51 Vaulted Ceiling 0.00 (Ceiling Not Vaulted) Miscellaneous 0.00 Total Roof DL ARRAY 1 5.5 psf DL Adjusted to 24 Degree Slope 6.0 psf 2 of 5 S Project: Lawrence Duprey-- Job#: 2017-02119 F Date: 4/25/2017 Engineer: QP Wind Calculations Per ASCE 7-10 Components and Cladding Input Variables Wind Speed 135 mph Exposure Category C Roof Shape Gable Roof Slope 24 degrees Mean Roof Height 15 ft Building Least Width 24 ft Effective Wind Area 11.0 sf Roof Zone Edge Distance,a 3.0 ft Controlling C&C Wind Zone Zone 3 Design Wind Pressure Calculations Wind Pressure P=qh*(G*Cp) qh=0.00256* Kz*Kzt*Kd*VA2 (Eq.30.3-1) Kz(Exposure Coefficient)= 0.85 (Table 30.3-1) Kzt(topographic factor)= 1 (Fig.26.8-1) Kd(Wind Directionality Factor)= 0.85 (Table 26.6-1) V(Design Wind Speed)= 135 mph (Fig.26.5-1A) Risk Category= II (Table 1.5-1) qh= 33.7 psf 0.6*qh= 20.23 Standoff Uplift Calculations Zone 1 Zone 2 Zone 3 Positive GCp= -0.90 -1.69 -2.59 0.50 Uplift Pressure= -18.18 psf -34.28 psf -52.46 psf 10.07 psf Attachment Dead Load= 3.00 psf 3.00 psf 3.00 psf Max Rail Span Length= 4.00 ft 4.00 ft 4.00 ft Longitudinal Length= 2.74 ft 2.74 ft 2.74 ft Attachment Tributary Area= 10.95 sf 10.95 sf 10.95 sf Attachment Uplift= -179 lb -356 lb -555 lb Lag Screw Uplift Capacity Check Fastener= inch Number of Fasteners= 1 Minimum Threaded Embedment Depth= 2.5 inch Withdraw Capacity Per Inch= 205 lb (NDS Eq 11.2.1) Allowable Withdraw Capacity= 820 lb (NDS Table 10.3.1) 820 lb capacity>555 lb demand Therefore,OK Lag Screw Shear Capacity Check Embedment Depth Reduction Factor 1 Snow Lateral Force= 147 lb Attachment Lateral Capacity= 288 lb (NDS Table 11K) 287.5 lb capacity>147 lb demand Therefore,OK 3 of 5 S Project: Lawrence Duprey-- Job#: 2017-02119 Date: 4/25/2017 Engineer: QP Framing Check ARRAY 1 PASS-With Framing Upgrades w=78 plf Dead Load 6.0 psf PV Load 3.0 psf Snow Load 30.0 psf Double 2x6 Rafters @ 24"o.c. Member Span=11'-9" Governing Load Comb. DL+SL Note:Attachments shall be Staggered. Total Load 39.0 psf Member Properties-Based on Upgraded Section Member Size S(inA3) I(inA4) Lumber Sp/Gr Member Spacing Double 2x6 15.13 41.59 SPF#2 @ 24"o.c. Check Bending Stress Fb(psi)= f'b x Cd x Cf x Cr (NDS Table 4.3.1) 875 x 1.15 x 1.3 x 1.15 Allowed Bending Stress=1504.3 psi Maximum Moment = (wLA2)/8 = 1346.11 ft# = 16153.3 in# Actual Bending Stress=(Maximum Moment)/S =1068 psi Allowed>Actual--71%Stressed -- Therefore,OK Check Deflection Allowed Deflection(Total Load) = L/i<i (E=1400000 psi Per NDS) = 1.175 in Deflection Criteria Based on = Simple Span Actual Deflection(Total Load) = (5*w*LA4)/(384*E*I) = 0.408 in = L/346 < L/120 Allowed Deflection(Live Load) = L/180 0.783 in Actual Deflection(Live Load) = (5*w*LA4)/(384*E*I) 0.442 in L/320 < L/180 Check Shear Member Area= 16.5 inA2 Fv(psi)= 135 psi (NDS Table 4A) Allowed Shear = Fv*A = 2228 lb Max Shear(V)=w* L/2 = 458 lb Allowed>Actual--20.6%Stressed -- Therefore,OK 4 of 5 S Project: Lawrence Duprey-- Job#: 2017-02119 Date: 4/25/2017 Engineer: QP Lateral 2012 IBC CH34 Existing Weight of Effected Building Level Area Weight(psf) Weight(Ib) Roof 864 sf 6.0 psf 5184 lb Ceiling 864 sf 6.0 psf 5184 lb Vinyl Siding 600 sf 2.0 psf 1200 lb (10'Wall Height) Int.Walls 300 sf 6.0 psf 1800 lb Existing Weight of Effected Building 13368 lb Proposed Weight of PV System Weight of PV System (Per Sunrun Inc.) 3.0 psf Approx.Area of Proposed PV System 324 sf Approximate Total Weight of PV System 972 lb 10%Comparison 10%of Existing Building Weight(Allowed) 1337 lb Approximate Weight of PV System(Actual) 972 lb Percent Increase 7.3% 1337 lb>972 Ib,Therefore OK 5 of 5 SITE EVALUATION FORM s u n r u n(CONFIDENTIAL:Sunrun Installation Services,Inc 2014) PERFORMED BY: Ato( Qvs4., DATE: I14/!? r® y SYSTEM SIZE: PROJECT %Lc9 up!` CUSTOMER: MODULES: (0)JJGta)b-CP . ADDRESS: A res ofFound INVERTERS: r 1(044.): PHONE# MONITORING: CRITTER GUARD: EMAIL: HOA: - -_ AS-SOLD ARRAY INFORMATION UTILITY: %dray SEC: _ Mods JOB TYPE: Orientation • Pitch• OTHER PM/SALES COMMENTS(MANUAL) Jan Feb March • April •-•---- ____�._—__. May • June J ... • _...___..._.__. uly • Aug Sept Oct .rt..�_. (n ; 0 Nov _.... , � Dec .......... IX CUSTOMER PERSONAL INFO: 0 a NO.OF STORIES: INSTALLATION LOCATION: ROOF TYPE ASSUMED PITCH: ROOF ACCESS ISSUEVS ROOF AGE: INVERTER LOCATION: CONDUIT RUN: INSTALLATION CONCERNS: PROJECT SUMMARY: Building Plans Available?: l Pets/Main Panel Access Issues. Gate Code: „?Which roof do they prefer to have modules on?: NOTES FROM ENGINEERING TECH RED FLAGS,IMPORTANT INFO,ETC ,1 CO DETECTOR?(CA ONLY): AHJ: GT T()u)/V (CONFIRMED) SITE EVAL CLOSE OUT CHECKLIST O Download Solmetric Data(edit if able) O Scan a clean Site Eval 0 Download Site Pictures 0 Update Oracle Permit Jurisdiction 0 Create a project Red Folder with label 0 Update/Confirm Roof Type&Height in Oracle 0 Resize Pictures(Large) 0 Update Oracle Site Evaluation/Data Upload(2 1) SERVICE ENTRANCE 0 Main Panel with the dead front removed. Meter Pictures: Electrical Panel Pictures: 0 Specifications of Panel(MACRO) 0 Overall meter(10 feet away) O Inside of the Main Panel showing: O Breaker Type(MACRO) O All breakers 0 Meter number(MACRO) O Open breaker location(s) O Available spaces 0 Conductors enteringthepanel O Dead front labeling Meter Informatip� 0 Size of conductors if visible(MACRO) 0 Utility: c 0 k�e O Overall Panel(10 feet away) ��"V C t O Neutral Bar&Ground Bar 0 Meter number Q' 57 0 Grounding Method(i.e.Grounding Rod/Ufer) 0 24 hr access to metO? ! 2^I Y� N SUB-PANELS O Lock on gate? Y N� Electrical Service N O Repeat all pictures above for all sub-panels. Breaker Information: 0 Main Breaker Model: CrE- O Branch Breaker Model: (r G ELECTRICAL DETALS PANEL SPECIFICATIONS MAIN PANEL SUB PANEL 1 SUB PANEL 2 SUB PANEL 3 LOCATION \.1 eSi) � C!Ct� y��vll' 1 1-/F 6A) MANUFACTURER /// jam'" MODEL NUMBER I I '1 -701 ( (-CO VOLTAGE AND PHASE 1 20 /2_ tr,., s 1'k)7 j- CURRENT RATING OF /U 0 P. v CCX PANELL AI AND AIC MAIN BREAKER RATING 1 C, AND AIC CONDUCTORS OR ^F` BUSSING C 0VI Ci C./-(j SUPPLY CONDUCTOR ( CU / Cl f� INFO ( CU i AL ) ( CU / AL ) ( CU / AL ) ( MEASURED / LABELED ) ( MEASURED / LABELED ) ( MEASURED / LABELED SUPPLY CONDUCTOR .5 ) ( MEASURED / LABELED ) DISTANCE Q(?i— SAME STRUCTURE AS /�> ARRAY? W N Y N Y N Y N AVAILABLE BREAKER SPACES(120V,1P) INVERTER LOCATION(Ideally next to meter.outside.North facing): 0 Inverter Location: Inverter Clearance Issues: Is there 30"horizontal clearance? 0 N 611c�ekr fCC C est Is there 36"clearance from front of inverter? 0 N Secondary: r oovti Ic r .'►'1U e(-1-e Is inverter location at least 36"from the gas meter? cy-} N r 1 e 1 f J i vv)-e1-?I Ctrl h>'M e+'' .y ////�� ` �/fj //`` S Will the inverter be exposed to direct sunt?t? y CONDUIT RCUTlN�NOTES Idealfv exterior.aesthetic. /l� 'ti L�1(� �// Ic.simplest to ins a 1); WGt✓1 / N V�rr�z I'll 15 1�r DC: *-Cr1/15LA 14-- C.))VA r erg YC \ • AC: 0 Is trenching necessary? G(N) Through what material?: i'fir( 4 Monitoring Notes.Enphase,SolarEdge,etc: (Is there Internet?Wireless?Router?) DC Trench Length ft. 4 e{' tliC‘e f C 0(4 pu C ICY-S AC Trench Length ft. 5V140(/ ill 17 ter? t'5 Ove(tie qcP Cer Lig C- Electrical Notes: 1_ Ck C J 1 9.' t i.#tet a ', ,f rR C v 4:4'1.4' 'ter l� \I (4. . ., 1. ti I> t Vt n 0 v-0 (CaC v; ro <o ro K CB 17, m w cn to m c r-f- n 3 m .f U, 0 0 4-- y OIn ° R3 CT 0 D ay. CD n cn co O cro r^ rD d z.'-- „ Qa Q' II ' v:Ej ra o ET 07 ^ n w rQ 0 a o Cl) v, x •>. O us 'r-D"" O m w IT -S reDo J Q - CI-- Sebil odc) t Q rDK r a rnee n w O N = - A v O C CO =i: 7 7 (C in < cm fL� 3 C Q Q N (C PI — C n —fi C O (D C Od rD O P. ci, `D• c 3 to W p r t7 N N fi CC C? 3 < w co 00 K O n a CD al N ov R N O r N (O qn lIl = Q c 04 us J G C S = N117o, 3 "C) SD fD co ea z Oiii Q -o w q 5,o N O 1 • - , - • , co - C.0 F- • 72. 410.* -CT). a. a.) 1v) t-• 0 C - L72 f.` . • O 03 a t.,N-'Z w 3 n K m 13 x OOmm� 0 T OODDD xn 0 0m O mi <OI v^ C) -n O mOIy- m0m Z • • m 0zr70D z -i Z _ D D m z➢ iii / . o m I_ IX . t IC '"^ r m rill, 3 mm z �.mm TTcno 0 A — VA C TNO 0 v VA0D6 n0 N-',Z7 C cn O mix - ` 37 cc;' W D x., n r Vcn D m v m 11 _a \,--, m z zo T �m 1 _, co°= C 13 3n m X tri m A D ti O V! C/)^ / JC-) a _ �- irrP/7-Cki T cn K I mr (Th m -v z ..A.- - I m co m G) m l;c `' - Ix o r 0 O _ ► (`' V1 I _ @ � G) a� I '- - .0 mO I ._ D . o 0 _, C) - = M O a L.N Z ED HHlg 1-1 <O 13 Z mmypv m = OOZDm Z z-4 r A ������ > 'Om:+ .. Z 1 TmzD r '�,j r`' m m m 3 m z 1"1""i. " I— 70zmm _ X o -nTyp 7.7 00c� f CI) nm l(� \V D NO 0 m z : i Holid 0 N-D Y i c 0 O mA nim 4 =j r c�7 D X C)N K V W mD m TI D "� . OT Z ❑ A O ti Nm 3° i m2 C0 4 mp -41 S O ``C^ V Cr)U El 8 `ar J x- Z P/rc cil X n O Cn 2 71 0 ., -iz- v Z m _� Z CO < p M O M M m X o 0 m �;,; 1 O O _ , I@ C) __ I p D !0 mo m D 0t Cn 5. 0 (- ROOF STRUCTURE: Roof Structure Pictures: O Attic obstructions(i.e.HVAC equipment,existing conduit.etc) 0 Overall attic pictures O Rafter supports 0 Truss stamp 0 Vaulted cielings 0 Decking layers Roof Structure Information: O Framing Ma- ,. ood (Metal) Other O Type -oof Rafters (Pre-Fabricated Trusses) (Carpenter Trusses) (Joists) (Purlin) (TJI) Other O Size: (2x8) (2x10) (2x12) (3x6) (4x8) Other • Check Here If Laid Flat O Max Unsupported Span Along Rafter/Truss m�r^rrnnbbleer: i f feet O On Center Spa : (12") (16') (18") f` (36") (48") Other inches O Exposure: (Attic (Vaulted Ceiling) (Exposed) Other O Is there an attic and how much crawl space? feet O Notes:Anything abnormal,uncommon rafter or purlin shapes,insulation between the roof and rafters,air gaps,skip sheathing,or anything else that will interfere with attachment points. (pi Explain: H GI r S j r", cl-EC /<1'Y1� c frim•t•) ROOF STRUCTURE DIAGRAitt (Draw profile of the roof framing and dimension members) J Roof Structure Notes: *pia this if Structrual PE is needed or roof structure is odd in any wayj [Make note of any cracked wood, rotting,oddities,etc.] ---CIC p l cwt V, of eclam, " rel+-retc s `z r- t w§ ROOF SURFACE \\ Roof Surface Pictures: O Overall site picture of ALL roof surfaces 0 Detailed pictures of tiles or shingles(number of layers of composite shingle) O MULTIPLE pictures of the roof surface that modules will be installed on 0 Any worn areas of the existing roof surface (one from each corner of the roof) 0 Any points where the roof is uneven O Potential shading issues(trees,buildings,telephone poles,light posts, 0 Rafter tails roof obstructions,chimneys,AC units) Roof Surface Information: O Roof Type: (Comp Shingle) (Concrete Tile) (Clay Tile) (Wood Shake) (Built-up) (Membrane) (Foam) (Tar&Gravel) (Corrugated Metal) (Standing Seam) O If profile=Standing Seam or Corrugated,distance between crests: 0 Take picture with tape measure O Eave depth O Manufacture of roof(if available) O Are extra roof tiles available (Y) (N) Quantity ROOF QUALITY ASSESSMENT-If you answer"yes"to any question below,document with pictures&provide location of areas of concern on site plan Comp Shingle Roof: Roof Surface Notes: Visual Inspection: Are shingles missing? Y Are shingles broken? Y r j , I �i/ /l I� G7•�`6 /./C1 Are shingles extremely worn? Y N / Is underlayment or roof decking exposed? Y h't1/ j^�?r0 i St'i V 7?C(' Are shingles installed over another roof type? Y (e.g.wood shake;verify in attic) / / Are 3 or more layers of shingle installed? Y j 1. VI e(.1 r % {-1, j'`-e Physical Inspection(Only required if answered yes on any part of visual inspection): Do shingles crack or break when walked on or when gentle bending is applied? Y Do granules brush away easily when lightly brushed with gloved hand? Y 1.•/,) (/)riC,C 740 /.11 541 /1 'r Tile Roof: � /) / C (rt 5 f 014 ei" Visual Inspection: /, / Are tiles a material we cannot install on? Y N clay, shingle) _ // //e 1,y 2 C r0 51 C(` i' (e.g. slate,metal shin le `, / 'JC Are tiles cracked or damaged? Y N Are tiles sliding out? Y N C 0 L4 L e i', )i Are tiles missing? Y N �� MEASURE Physical Inspection: 10 TILES s• Do tiles break easily when walked on? Y N ..,,,,``a-"' r Underiayment Inspection(check##locations on roofs you are measuring) .. Is underlayment brittle? Y N -- Is underlayment dramatically curled? Y N Is underlayment exposed to sunlight? Y N ROOF LAYOUT 0 Location of: • Reference point for all measurements O Sketch entire roof surface • Obstructions and corresponding height O North arrow • Shade reading locations 0 Roof pitch: 0 Stories: • Major shade concerns trees,buildings,etc O Orientation: (Magnetic) 0 Label multiple roof surfaces A,B,C,etc. N 3 �D 5 N p�7 9Is w cam, _ -� `"� • ROOF LAYOUT 0 Location of: • Reference point for all measurements O Sketch entire roof surface • Obstructions and corresponding height O North arrow • Shade reading locations 0 Roof pitch: 0 Stories: • Major shade concerns trees,buildings,etc. O Orientation: (Magnetic) O Label multiple roof surfaces A,B,C,etc. • Icy , DocuSi.n Envelo.e ID:CE047096-AF18-4379-8994-F7D15768AF61 sunrun • • Sunrun Inc. 1.855.4SUNRUN sunrun.com OWNER'S AUTHORIZATION FORM For Permit Application(s) The sole purpose of this form is to provide Sunrun, Inc. with the necessary permission from the Owner to file Permit Application(s)for such project work as agreed upon between the Owner and the Owner's Authorized Company and its designated subcontractors. Owner's Name: Lawrence Duprey Solar ProjecFe®s: Signature: �W'�'1 '-68286290441146A Owner's Authorized Company: Sunrun, Inc. Company's Address: 595 Market St 29th Floor, San Francisco, CA 94105 Affiliation: Contractor Applicable License: State: CT Town of Montville Building Department CONSTRUCTION PERMIT APPROVAL CQ 4 POCkI CC ceI. L&vi e-- Property Property dress (< 4 Jobes Ct-) f�C 4C UV/ (r4 P Required Department Permit Issuance Approval Approval 111 I Tax Collector -�-�� N -`^'-- \/K/i Signature/date Comments: Fire Marshal ` 1709 Signature/date Comments: ❑ Planning & Zoning Required for all permits except Signature/date Plumbing,Electrical,Mechanical, Roofing,Siding.Windows&Doors ❑ Health Department Required for properties with private septic or well Signature/date Comments: ❑ WPCA, Administrative Required for properties on sewer Signature/date Comments: ❑ WPCA, Operations When Required by WPCA Signature/date Comments: ❑ Department of Public Works Required when project includes driveway work or certain drainage requirements Signature/date Comments: - ❑ Montville Police Department Required for all permits EXCEPT one and two family residential Signature/date Comments: ❑ Copy of State Dept. of Transportation Certificate Required for Structures over 100,000 sq.ft.or with more than 200 parking spaces-Official copy of STC Certificate of Operation required—per CGS 14-311 Signature/date Building Department Final Inspection Revised March 23,2015 J >- LIT Z ~ W J J ,,,,111111,,,,, Z 8 -J J .toN- M O W aZa ❑ H Q W \c.,�,,,,JS �,,ii O " o W 6~-. 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