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HomeMy WebLinkAboutRoof Mounted Solar System 2017 TOWN OF MONTVILLE Building Department 310 NORWICH-NEW LONDON TURNPIKE UNCASVILLE, CT 06382-2599 TEL. (860) 848-3030 X382 FAX. (860) 848-7231 BUILDING PERMIT Permit Number: B2017-0214 Date: 05-Jun-17 Map/Lot: 103/010-000 Owner ID: 5575000 Project Location: 64 PODURGIEL LANE Unit: Job Description: Install 5.4kW Roof Mounted Solar System Owner Nam Lawrence Duprey Tenant Name N/A Careof: 64 Podurgiel Lane Uncasville CT 06382- Telephone: (860)912-0237 Applicant Name Ken Czajka Telephone: (203)446-6726 DBA: Sunrun Inc. 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: $3,305.00 Building Fee: $48.00 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: $7,711.00 Electrical Fee: $96.00 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 $4.80 State Ed Fee: $2.86 Total Fee Paid: $151.66 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 E} R Electrical ❑ Backfill-Footing drains and waterproofing ❑ Elec Trench-with conduit installed ❑ Concrete Slab-Prior to pouring concrete ❑ Pool Bonding ❑ Anchor Bolts-with sill plate and prior to floor frami ❑ Electrical Service CRS No: 0 ❑ Framing ❑ R HVAC ❑ Masonry Fireplace Throat or Chimney Thimble ❑ Gas Piping and leak test ❑ Fireblocking Draftstopping INSPECTION REQUIRED UPON COMPLETION ❑ Insulation 0 Certificate of)Approval �❑j I at- 1 .3:f 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.: e7,::: .4-7-ca t 9' Type of Work Occupancy Type P rmit T e ❑New Construction Single Family Building ❑Addition Two-Family ❑Plumbing Alteration ❑Townhouse ❑Mechanical 0 Accessory Structure CJ Electrical CRs#:2918697 Property Address: 64 Podurgiel Lane (Number) (Street) (Unit) Job Description: Installation of an interconnected rooftop PV system. 18 (300w) Panels 5.4 KW DC 5.0 KW AC Owner: Lawrence Duprey Address: 64 Podurgiel Lane City: Montville State: CT Zip Code: 06382 Telephone( 860 ,912 0237 Applicant: Ken Czajka - Sunrun Inc DBA: Address: 75 Brainard Rd City: Hartford State: CT Zip Code: 06114 Telephone( 203 )446 6726 Contractors - Complete the Following: License Type:Master Electrician License No.:ELC019561-E1 Expiration Date: 09/30/2017 I hereby certify that the proposed work will conform to the State Building Code and all other codes as adopted by the State of Connecticut and the Town of Montville and further attest that the proposed work is authorized by the owner in fee and that I am authorized to make application for a permit for such work as described above. X By checking this box, I will follow the requirements of the 2014 NEC as the alternative compliance per section E3401.1 of the Residential Code, instead of the electrical requirements in chapters 34 through 43 of the Residential Code. Owner/Agent Signature: ( al . —2I`' Date: -/5• / 7- Construction Value Permit Fees Building Value: $3305.00 Building Fee: Plumbing Value: Plumbing Fee: Mechanical Value: Mechanical Fee: Electrical Value: $7711.00 Electrical Fee: Total Value: $11016.00 Penalty Fee: C of 0 Fee: Plan Review Fee: State Ed Fee: Total Fee: Revised:August 23,2007 Town of Montville Building Department File Receipt Date: 18-Mav-17 ReceiptNo: 12281 Received From: Siinrun Installation Services Inc. Job Address: 64 Podurgiel Avenue Town Fees Collected State of Connecticut Fees Collected Bldg Cash: $0.00 State Cash: $0.00 Bldg Check: $151.66 State Check: $2.86 Bldg Credit: $0.00 State Credit: $0.00 Fire Cash: $0.00 Fire Check: $0.00 Fire Credit: 10.00 Construction Value: $1,1.016.00 Demolition Value: $0.00 CheckNo: 2311219 /► Received By: Carmen Kneeland 00V11'Yl�.{�1 t V \- JL( _0(1) Address: 64 Podurgiel Avenue 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 YM $ - 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/lfireplace EA $ 7,096.65 $ - Masonry w/2 fireplaces - EA $ 11,095.70 $ - Wood Stove,free standing EA $ 2,692.25 $ - Wood stove insert EA $ 1,859.77 $ - DECKS,PORCHES,SUNROOMS Deck SF $ 44.07 $ - Porch SF $ 149.38 $ - Sunroom SF $ 176.90 $ - $ - POOLS&HOT TUBS Hot Tub EA $ 8,016.25 $ - $ - Inground Pool EA $ 31,550.00 $ - $ - Above Ground Round EA $ 6,299.46 $ - $ - Above Ground Oval EA $ 7,019.75 $ - $ - Pool Heater EA $ 8,984.25 $ - $ - Inflatable Type Pool EA $ 1,200.00 $ - $ - SHEDS w/o electrical SF $ 25.55 $ - w/electrical SF $ 26.85 $ - $ - RENOVATIONS Roofing,Overlay SF $ 3.50 $ - Roofing,Strip&reroof SF $ 4.50 $ - Roof Sheathing SF $ 1.51 $ - Siding SF $ 6.75 $ - Windows - EA $ 550.00 $ - Skylights EA $ 1,051.10 $ - Doors,Exterior EA $ 601.50 $ - Oil Tank,275 Gallon EA $ - Oil Tank,550 Gallon EA $ - MISCELLANEOUS CALCULATIONS $ 3,305.00 $ 7,711.00 Solar Install y TOTALS $ 3,305.00 S - $ - $ 7,711.00 PERMIT FEE CALCULATIONS Construction Value Fee Building $ 3,305.00 $ 48.00 Plumbing y $ - $ - Mechanical y $ - $ - Electrical y $ 7,711.00 $ 96.00 Plan Review Fee y $ 4.80 Certificate of Occupancy Fee $ - Plan Review Fee $ - State Education Fee $ 2.86 TOTALS $ 11,016.00 $ 151.66 Figures are based on the 2006 RS Means Residential Cost Data DocuSi.n Envelope ID:CE047096-AF18-4379-8994-F7D15768AF61 sun ru n w " Sunrun Inc. i.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 Proje dgeos: Signature: boor A.0 lAyr i -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 December 1, 2.016 Re; SMIlICaa0 flare,and Sun n0 linstallatiorr Services floc. Licensed Coaoneetacant Il-Home Mg-woven/leg-pi Contractors To whom it may concern: I am the Corporate Secretary of each of Saulruii Inc. ("Sunrun") Connecticut Home Improvement Contractor License number 0640881, and SunruleInstplationoraorrServhol(ices Inc. ("SIS"), a Delaware corporation holding Connecticut Home Improvement Contractor License number 0642655. S1S is a wholly owned subsidiary of Sum-un. Sunrun hereby authorizes each of Judy I)ighello, Permit Coordinator, Sue McCarthy, Permit Coordinator and James LaFreniere, Branch Operations Manager, to process all permit applications and paperwork related to each of the Sunrun and SIS contractor licenses.All are fisll-time employees of S2uiruii and work at least thirty-five(35) hours a week for Sunrun. Please contact my colleague Ayanna Cage Carey at ayanna.car e a sutirunhome.com or 415- 4017 or me with any questions. Thank you for your attention to this matter. 63S Sincerely, SUNRUN INC. Mina Kiln Corporate Secretary C1'l.-112 Rev 1)60 • 54185, STATE OF CONNECTICUT CORPORATION DEPARTMENT OF CONSUMER PROTECTION 165 Capitol Avenue ♦ 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(86o)713-6000 or email dcp.licenseservicest@et.gov. 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 www.ct.govf dcp to verify registrations, download applications and the booklet for Flie Connecticut Contractor for Home Improvement . - - • . - - •- . . . .. . . STATE OF CONNECTICUT r',__ DEPARTMENT OF CONSUMER PROTECTION' SUNRUN INSTALLATION SERVICES INC HOME IMPROVEMENT CONTRACTOR 26 WORLDS FAIR DR STE K SUNRUN INSTALLATION SERVICES INC SOMERSET,NJ 08873-1359 595 MARKET ST FL 29 I SAN FRANCISCO,CA 94105-2842 i —LIC.;REG NQ — EFFECTIVE — EXPIRE'S HIC.0642655 12/01/2016 11/30/2017 4IGNEt3 /� Fl ...:P''''41%''''' S�X-43.4 :'-'1"P;.74 ' 's�s �. r,�' lR` •h s .� a•• `` }�'_ 3 �'�a• 1 :(,.:::R,... ° ',��s .c.,:0,-... �;1s t �nw�{ \\ Y,, 5 � 4L ' ! STATE OF CONNECTICUT + DEPARTMENT OF CONSUMER PROTECTION `f•_ R Be it known that a SUNRUN INSTALLATION SERVICES INC r i 595 MARKET ST F,L, 29 SAN FRANCISCO, CA 94105-2842 f•;'-= 1 is certified by the Department of Consumer Protection as a registered <! aj ; HOME IMPROVEMENT CONTRACTOR ` . - y Registration # HIC.0642655 i - > _„4 Effective: 12/01/2016r = . Expiration: 11/30/20170 4:1—::- i '1,..=;..:;.-,:„ r f a z rii.rn A.i l.sr„S•Cseuoru.eionu CC® CERTIFICATE OF LIABILITY INSURANCE DATE M/DD/YYYY) 9/29/2016 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 Arthur J. Gallagher&Co. NAME: PHONE 415-546-9300 415-536-8499 Insurance Brokers of CA. Inc. License#0726293 (A/ o.Exd) a.Noe 1255 Battery Street#450 ADDRESS: 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 INSURER D:Endurance Risk Solutions Assurance 43630 San Luis Obispo, CA 93401 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 ADDL SUER POLICY EFF POLICY EXP LTR TYPE OF INSURANCE INSD WVD POLICY NUMBER (MM/DD/YYYY) (MM/DD/YYYI) 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&ADV INJURY $1,000,000 GE 'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $2,000,000 PRO- X POLICY LOC JECT PRODUCTS-COMP/OP AGG $2,000,000 _ OTHER: Total Policy Limit $10,000,000 A AUTOMOBILE LIABILITY BAP915542503 10/1/2016 10/1/2017 COMBIN accidEDent)_SINGLE LIMIT $ (Ea X ANY AUTO BODILY INJURY(Per person) $ ALL OWNED SCHEDULED _ AUTOS AUTOS BODILY INJURY(Per accident) $1,000,000 HIRED AUTOS NON-OWNED PROPERTY DAMAGE AUTOS $ (Per accident) $ C UMBRELLA LIAB X OCCUR H16XC5023204 10/1/2016 10/1/2017 EACH OCCURRENCE _ $5,000,000 D EXC30000181000 10/1/2016 10/1/2017 X EXCESS LIAB CLAIMS-MADE AGGREGATE $5,000,000 DED RETENTION$ $ A WORKERS COMPENSATION Y WC013696002 10/1/2016 10/1/2017PER OTH- A AND EMPLOYERS'LIABILITY X STATUTE ER YIN WC013696102 10/1/2016 10/1/2017 ANY PROPRIETOR/PARTNER/EXECUTIVE E.L.EACH ACCIDENT OFFICER/MEMBER EXCLUDED? N/A $1,000,000 (Mandatory in NH) - E.L.DISEASE-EA EMPLOYEE $1,000,000 If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $1,000,000 I DESCRIPTION OF OPERATIONS I LOCATIONS/VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached if more space is required) CT-Policy-WC013696002$25,000 Deductible CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Town of Montville THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN RE: Lawrence Duprey ACCORDANCE WITH THE POLICY PROVISIONS. 64 Podurgiel Lane AUTHORIZED REPRESENTATIVE I ©1988-2014 ACORD CORPORATION. All rights reserved. ACORD 25(2014/01) The ACORD name and logo are registered marks of ACORD Town of Montville Buildina Department CONSTRUCTION PERMIT APPROVAL 64 Podurgiel Lane Montville CT 06382 Property Address Installation of an interconnected rooftop PV system. 18 (300w) Panels 5.4 KW DC 5.0 KW AC Job Description Required Department Approval ' Permit Issuance Approval Tax Collector -� lU e_ ,;/, ,^1/ Signature/date Comments: Fire Marshal /` /v `61/ �� Si ature/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 DILI loci M cu-kire LQ 15 CM Required for properties on sewer Signature/date Comments: ❑ WPCA, Operations _ When Reouired 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 Revised5.4arrA23,2015 3 <4' M A o co) �'J co m 7 n r. 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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 0 ISO Properties, Inc., 2004 Page 1 of 1 0 S structural NGINEERS April 25,2017 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 sistered 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. `O 1 CON QFC F If you have any questions on the above,do not hesitate to call. , �,J�K•ZAC'S'Sci• GSr Prepared By: r • r • PZSE,Inc. Structural Engineers — _ { '* Roseville,CA :� _ 8150 Sierra College Boulevard, Suite 150, Roseville, CA 95661 916.961.3960 916.961.3965 www.pzse.com 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. ,`��%%OFCONS,,�i c • /V F iii Prepared By: _ PZSE, Inc. -Structural Engineers = .. • 4•EKra.in2C: Roseville, CA 41 SO4,47 � 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 (ASCE]-Eq 7-1) where pg<_20psf,Pfmin=lxpg= 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 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 7unr 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= 5/16 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" 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(in^4) 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 = (wL^2)/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/120 (E=1400000 psi Per NDS) = 1.175 in Deflection Criteria Based on = Simple Span Actual Deflection(Total Load) = (5*w*L^4)/(384*E*I) = 0.408 in = L/346 < L/120 Therefore OK 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 Therefore OK Check Shear Member Area= 16.5 in^2 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 E 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 lb,Therefore OK 5 of 5 • SITE EVALUATION FORM (CONFIDENTIAL.Sunrun Installation Services,Inc 2014) sunrun PERFORMED BY: 71/4 •bst DATE: 4 1 PROJECT#: 1;IQ_ 1,. K up • 0 r a CUSTOMER: MODULES: (0) ADDRESS: A..re s of ound ►t / `C- I t INVERTERS: t it PHONE#: r PN . G MONITORING: EMAIL: CRITTER GUARD: HOA: UTILITY: _ AS-SOLD ARRAY INFORMATION SEC: Array Mods J08 TYPE: = Orientation Pitch OTHER PM/SALES COMMENTS[MANUALI --`-" `—'— t. Jan Feb March April May June July :.._...._ j Aug Fw- Sept N Oct O Nov Dec tY CUSTOMER PERSONAL INFO' 0 !Y 0 NO.OF STORIES: , ROOF TYPE: �f j -.:INSTALLATION LOCATION: ROOF ACCESS ISSUES: ASSUMED PITCH: ROOF AGE: INVERTER LOCATION: INSTALLATION CONCERNS: CONDUIT RUN: PROJECT SUMMARY: 8uildin.Plans Available?: Gate Code: NOTES FROM ENGINEERING TECH RED FLAGS,IMPORTANT INFO,ETC CO DETECTOR?(CA ONLY): AHJ: L'•T TOL /� 1 V (CONFIRMED) A dArrtli t-C SITE EVAL CLOSE OUT CHECKLIST 0 Download Solmetric Data(edit if able) O Download Site PicturesD 0 Scan a clean Site Eval 0 Update Oracle Permit Jurisdiction O Down ad Site (Large) 0 Create a project Red Folder with label 0 Update/Confirm Roof Type&Height in Oracle 0 Update Oracle Site Evaluation/Data Upload(2 1) v. SERVICE ENTRANCE 0 Main Panel with the dead front removed. Meter Pictures: Electrical Panel Pictures: 0 Specifications of Panel(MACRO) 0 Inside of the Main Panel showing: O Breaker Type(MACRO) 0 Meter erall meter(M feet away) 0 Meter O All breakersnumber(MACRO) 0 Open breaker location(s) O Available spaces 0 Conductors entering the panel O Dead front labelingMeter Informatign� 0 Size of conductors if visible MACRO 0 Overall Panel(10 feet away) (MACRO) 0 Utility: (�V c.1-- S G 4, ' O Neutral Bar&Ground Bar 0 Meter number: ( j 0 Grounding Method(i.e.GroundingRod/Ufer) �� �Nz_ 7 0 24 hr access to met��/� Y� N SUB-PANELS O Lock on gate? Y�J Electrical Service<) N O Repeat all pictures above for all sub-panels. Breaker Information: 0 Main Breaker Model: 61-I- O Branch Breaker Model: (, ELECTRICAL DETAILS PANEL SPECIFICATIONS MAIN PANEL SUB PANEL 1 SUB PANEL 2 SUB PANEL 3 LOCATIONt ciSe ole ( *-Y 64)es+) MANUFACTURER 6 Es MODEL NUMBER ' ill 7 G I n CC LA VOLTAGE AND PHASE 1 -2_0/2 L10 sty.5 to CURRENT RATING OF PANEL ANDTAIC /00 0a P Vhcx X MAIN BREAKER RATING AND AIC (00 CONDUCTORS OR BUSSING C C,0 C'L(C-1-0 IrS SUPPLY CONDUCTOR ( CU / ) 1#as INFO ( CU i AL ) ( CU / AL ) ( MEASURED / LABELED ) ( MEASURED I LABELED ) ( CU / AL ) SUPPLY CONDUCTOR ( MEASURED / LABELED ) ( MEASURED / LABELED ) DISTANCE C Fee.}— SAME STRUCTURE AS /� Y N � / ARRAY? �/ N Y N Y N AVAILABLE BREAKER SPACES(120V,1P) INVERTER LOCATION ildealry next to meter.outsirie.North facino): 0 Inverter location: Inverter Clearance Issues: Is there 30"horizontal clearance? ,G�j N �Zac�e�' Ctce ' !,v es lJ/ Is there 36"clearance from front of inverter? G N Secondary: c r ou e c-12c IL Is inverter location at least 36"from the gas meter? 6-/ N rT 0) i lM-e e rflit Milli?er /— y/t i' Will the inverterbeexposed to direct sun t? Y CONDUIT ROUTING NOTES(Icie.aiiv ex;_rior.esthetic.Isimkst to Insall:Lll ety 1/1/Cf 11 4- / N vc(+e"r- I t1 5 CPC DC: i *C °I/15" 14-- C114 (kr r^ Yn\ AC: 0 Is trenching necessary? Of(N) Through what material?: 1.'•0 CC Monitoring Notes.Enphase,SolarEdge,etc: (Is there Internet?Wireless?Router?) OC Trench Length el-kilos-el- 6014da C f°V.S AC Trench Length ft. 5V14 a r(1- j/M g ter e e 5 OVerGieCzcP cevtj) c Electrical Notes: Iti l) '''' ; % lool 5"-f j . (50C4C-, CI) Gi r)1 "i�r p /1'... _�' � . f") Z..) c,4 A., ,� ,, r r, =-. CC C G O n Jl rD 1 V, ort rD rd < a Ti rD Lfl Er C. q b4 3 rD ' � J o Cl) 0 P- o p) kr x a- o • p N CO rp • ro oc Cl) o ti _ c' `° o Cra ,., *r. ' .-,.... - G SQ (] r ¢, to .,� 5 t '. _ iT n O CD • x y r[, J J o Q C ET a rn -5 �,:, s 013 J , Q own • SO ig„, r+ -h = rn m r, a cn _^ rn CC n3 C . a " j CD co = CO C/) W p • r-'G Sy IA H CD (C CCI C', 3 rj rt coc rD .. Ca 0 n00 CD al us 3 -n v: Cn 1Do , N m CO o r— CU-1 v -. v C a o L., Fp- co 0- 0 m coID m z o - 0_ o � °' 3- : CD rD rD A - . �_ C7 Q N CD_ -4 O ---Z W 3 C) OOmm3 O 00),›- „› O D D" X Nyrr m d2 _ r- I n O Eom0 -{-1'0 -i -n lc) DAvmo mT Z OOZ>m 11D O C Zz-a�� z N 3,„.--,,,,m Z m m-4-1- r 73 7:1 mo X o Tm>o O o c- Iv rncnm \ t''...\, GI H°11d o I 1 \ c N-,ZJ cn O m 2 < _<n CO X to K DXy r>-� D — mv� M ".J`\ o>z o TJ C3 19 73 X mo 'V l ‹. 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A J U Y' ti ` N L tG z wt x - • aws 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 M. -:.• ood (Metal) Other O Type: •oof Rafters (Pre-Fabricated Trusses) (Carpenter Trusses) (Joists) (Purlin) (TJI) Other 0 Size: (2x8) (2x10) (2x12) (3x6) (4x8) Other O Max Unsupported Span Along Rafter/Truss member: Check Here If Laid Flat O On Center Ss'�l feet P (12") (16") (18") (36") (48") Other inches O Exposure: Attic (Vaulted Ceiling) (Exposed) Otit er O Is there an attic and how much crawl space? feet O Notes:Anything abnormal,uncommon rafter or purtin shapes,insulation between the roof and rafters,air gaps,skip sheathing,or anything else that will interfere with attachment points. Explain: H cd e S i'el cl'ef' k n� prLvla�r?C{/} ROOF STRUCTURE DlA GRA;,,e-(Draw profile of the roof framing and dimension members) "[Do this if Structrual PE is needed or roof structure is odd in any way] Roof Structure Notes: [Make note of any cracked wood, rotting,oddities,etc.] --o Id p1G✓t K ofec �'if 1/15 -- t'q"r i-ecS G I i 5 r .„)K Rs OF SURFACSURFACE: 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: O Eave depth O Take picture with tape measure 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: Visual Inspection: Roof Surface Notes: Are shingles missing? Y Are shingles broken? Y Are shingles extremely worn? Y r.2!i r 1 Ueft' 4e ).t.3r i/l Is underlayment or roof decking exposed? y N 17 type? Y ' I\ / Are shingles installed over another roof ! 'CO i- 5G(� C(�� (e.g.wood shake,verify in attic) Are 3 or more layers of shingle installed? YN) Physical Inspection(Only required if answered yes on any part of visual inspection): f t,7C/r ���G/ r Q 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 14, (frir- l to n 57 /I /C/ ) ` Tile Roof: � r 5710144`/ e` Visual Inspection: // / Are tiles a material we cannot install on? Y N (e.g.Gay,slate,metal shingle) - I Yy/� Are tiles cracked or damaged? Y N I�/ p G [TG 5�� ' Are tiles sliding out? Y N /' ow C �}/- ! /�� Are tiles missing? Y N l L `'/ MEASURE Physical Inspection: ......----\---------,> 10 TILES Do tiles break easily when walked on? Y N `R. "°'-,� Underlayment 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 O Sketch entire roof surface • point for all measurements O North arrow Obstructions and corresponding height • Shade reading locations O Roof pitch: 0 Stories: • Major shade concerns trees,buildings,etc O Orientation: (Magnetic) O Label multiple roof surfaces A,B,C,etc. C` C• 5 - F� ROOF LAYOUT 0 Location of: • Reference O Sketch entire roof surface point• for all measurements O North arrow Obstructions and corresponding height • Shade reading locations O Roof pitch: 0 Stories: • Major shade concerns trees,buildings, O Orientation: (Magnetic) O Label multiple roof surfaces A,B,C,etc. etc. s� s, J > r I LLI N Z H Fa- J ,�\111111//// Z C i >J LU N— Fy- O w ZQ LU LU H ¢ W �,,,0-i *.. ///,,i 0 o F �- W d w Q IZ 0 Q 0 .4.:CJ�•'Q,.. .Po��iZ• J o w Z R a' W N z V w w O w w z r.. . �° •1- z W ei = a J� W 0 W > H 3 = F.. w cn Z:N a°r°N.Q� a z o w rn O O 0 W =0• -;i- �r w.ZZ' H N�.J # W W r 0 U a N %u-> )�v;0� U W v wOW a �d 0 _ w W ��.'76 .-, z 'S`: C �r cc - 22 0 z W ¢ . - ..‹<X' 4 M ac. 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