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Home My WebLink AboutRoof Mounted Solar System 2016 Field Inspection Notice Town of Montville Building Department 860-848-6782, Ext. 782 Address: 8 Pennsylvania Avenue Job Description: Install a 2.25kW Roof Mounted Solar System Permit Number(s) 82016-0034, E2016-0019 Permit Date: January 29,2016 Not Approved Approval INSPECTION Comments Special Date Trench 4/28/16 DJ Conduit 4/28/16 DJ Roof reinforcement 7/8/16 DJ Roof mounts 7/8/16 DJ Electric 1/8/16 DJ Grounding 7/8/16 DJ Panel labeling 7/8/16 DJ Inverter 7/8/16 DJ Final inspection for certificate of approval x/8/16 DJ Rev.Date: 1/18/06 Page 1 of 1 Page 1 of 2 Request Detail Request Number: 2670431 l Print J Contractor Customer Customer Name FIRTH,RYAN P Address 8 PENNSYLVANIA AVE OAKDALE, CT 06370 Phone (860) 912-8672 Other Job Location Building Number 8 Street PENNSYLVANIA AVE Town, State. Zip Code MONTVILLE/OAKDALE, CT Cross Street Job Status / Prerequisites Status Date Completed Interconnection Application Received Completed 1/14/2016 Municipal Inspection Completed 7/8/2016 Job Assignments Technician Assigned Galentine, Evelyn Area Work Center (AWC) New London Area Work Center Technician Email galenem@nu.com Technician Phone (860) 665-2556 Job Schedule Request created on 01/14/2016 Scheduled Start Date Not Available Customer Requested Date 01/21/2016 Completion Date Not Available Meter Information Job Information Service Type Dist Resources Cat 1 Interconnection General Remark https://www.eversource.com/c1p/wms/requestdetail.aspx?cd_wr=2670431&st rqmt=UNAP... 7/8/2016 Page 2 of 2 Contractor is the primary contact Meter Number 866637422 Pole Number H9435 Circuit Number 1Q03 Requested Date 01/21/2016 Work Required Code Cat1 < 10KW No Witness Test Customer Type Residential Inspector Remark 07/08/2016 - VERNON VESEY Approved Request Note: If the work request is canceled, please contact the Clearing Desk toll-free at 1-888-544-4826 (1-888-LIGHTCO) Approve -d Fail L}Add Remarks BACK https://www.eversource.com/clp/wms/requestdetail.aspx?cd_wr=2670431&st_rgmt=UNAP... 7/8/2016 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: 82016-0034 Date: 29-Jan-16 Map/Lot: 093/038-000 Owner ID: 5391000 Project Location: 8 PENNSYLVANIA AVENUE Unit: Job Description: Install a 2.25kW Roof Mounted Solar System Owner Nam Ryan Firth Tenant Name N/A Careof: 8 Pennsylvania Avenue Oakdale CT 06370- Telephone: (860)534-1171 Applicant Name Lindita Donahue Telephone: (860)534-1171 DBA: SolarCity Lic/Reg Type HIC Lic/Reg N 632778 714 Brook Street,Suite 150 Exp Date: 30-Nov-16 Rocky Hill CT 06067- Construction Value Permit Fees Construction Information Building Value: $1,586.00 Building Fee: $30.00 Use Group: IRC Plumbing Value: $0.00 Plumbing Fee: — $0.00 Code: 2005 State Building Code Mechanical Valu $0.00 Mechanical Fe $0.00 Electrical Value: $3,702.00 Electrical Fee: $48.00 Construction Type IRC Total Value: $5,288.00 Penalty Fee: $0.00 Permit Code: R4 C of 0 Fee: $0.00 Comment Plan Review Fe $0.00 State Ed Fee: $1.37 Total Fee Paid: $79.37 It shall be the owners repsonsibility to schedule the following inspections a minimum of 2 business days in advance: Field set of approved construction documents shall be available onsite during all inspections. BUILDING PERMIT INSPECTIONS PLUMBING,MECHANICAL,ELECTRICAL PERMIT INSPECTIONS El Footing-Prior to pouring concrete El R Plumbing and leak test ❑ Deck Piers 0 R Electrical ❑ Backfill-Footing drains and waterproofing El Elec Trench-with conduit installed ❑ Concrete Slab-Prior to pouring concrete ❑ Pool Bonding ❑ Anchor Bolts-with sill plate and prior to floor frami ❑ Electrical Service CRS No: 0 ❑ Framing ❑ R HVAC ❑ Masonry Fireplace Throat or Chimney Thimble ❑ Gas Piping and leak test ❑ Fireblocking Draftstopping INSPECTION REQUIRED UPON COMPLETION El Insulation 0 Certificate of•*,proval El 'e ificot: •f Occupancy ---' Building Official's Approval: �` 4 - v Town of Montville Building Department Residential Accessory Structure Plan Review Form Date: //// /d Job Address: � c im Sy /t/,kvi I'A AL,c Job Description: p 471' p{ /0.1" c)/44V-111 y 4 /�e✓n Your permit application is being rejected for the items checked off or commented on. The required information must submitted for review(two sets are required) (C.G.S.29-252a) This list is offered as a guideline only. It is not meant to be all-inclusive for every permit application,nor is it meant to take the place of the State Building Code. SUPPORTING DOCUMENTATION SITE PLAN Permit application not completed Site Plan required Permit fee due$ 7 j ,•7 Site Plan does not match the building plans Permit fee to be calculated Finish floor elevation not indicated Worker's comp.affidavit or worker's comp.certificate to be submitted Distance from the property line(s)to the structure not identified Copy of contractor's registration or license required Structure dimensions not provided Construction permit sign-off sheet required with appropriate approvals,it shall Existing and proposed contours are not provided or insufficient be the applicant's responsibility to obtain the required signatures Footing drain discharge not identified Affidavit required from the holder of the registration or license authorizing you Utilities not provided(electrical,phone,cable,sewer,water,gas) to apply for a permit with their information Delineation of flood hazard areas and design flood elevation is required per • Provide supporting documentation to show compliance with the 2009 IECC section R106.1.3 (novo.cnerrzpdes.tuor OR shall meet the requirements of Table N1102.1 Private sewage disposal system to be identified along with all technical and soil based on climate zone 5 in Table.V1102.1 data as per section R 106.2.1 • Two sets of construction documents required, this includes all engineering Grading is to slope away from the building,provide more detailed information data,calculations and all other documentation(R106.1) Plan submitted is not the same plan that has been approved by the Zoning Documents are copyright protected,provide original plans or a letter from the Department and/or Health Department designer authorizing the duplication of the plans Retaining wall—construction documents required Field set of the approved construction documents are required to be picked up Retaining wall documents required to be stamped and signed by a Connecticut from our office and must be available on site during all inspections Registered Professional Engineer Construction documents shall be of sufficient clarity to indicate the location, nature and extent of the work proposed as per section R 106.1.1 FOUNDATION Construction documents do not match the orientation of the structure on the No plans submitted or insufficient information site plan Dimensions required WIND LIMITATIONS Wall thickness not identified Footing size not identified Submit supporting data to show conformance with the wind limitations in table Frost protection not identified or is insufficient 11301.2(1)as determined Prom Appendix ppendir R glt/ic 2013 CT supplements. Column type,size,spacing not identified or insufficient Documents required to be stamped and signed by a CT registered Professional Waterproofing details not provided or insufficient Engineer Pier type,size and anchor details not provided or insufficient Braced walls oat identified on the construction documents or are insufficient Foundation reinforcement bars required,size and location are not shown or Braced gall calculations required specified Documents required to be stamped and signed by a CT registered Professional Engineered foundation plan required Engineer if based on ASCE 7-02 or WFCM chapter 2 Crawls ace ventilation,location Ridge connection not identified or insufficient P type and size not provided or insufficient Roof-to-wall connection not identified or insufficient Crawl space access,location and size not provided or insufficient Wall-to-wall connection not identified or insufficient WINDOWS&DOORS Wall-to-sill connection not identified or insufficient Door sizes not identified Provide engineering data for the piers to resist gravity,lateral,shear and uplift loads,stamped and signed by a CT licensed design professional Window size e type not identified Hold-down devices,location and type not identified or insufficient Window header size not identified identified or insufficient Foundation anchor spacing not identified or insufficient Door header size not or insufficient Construction documents do not match the engineering data submitted Cold-formed steel framing shall comply withthe requirements of one of the GARAGE and CARPORTS following stnlards::I ST.11:1 653:Grade 33,win 50(Class i and 3),:1ST.11 No plan submitted or insufficient information provided 1792:Grade 33,mil 50:1 or IST,11:11003:Structural Grade 33 Type 11, Building section required : rna150 Type 11 Opening protection between the garage and residence is not identified or insufficient per section R309.1 Separation between the garage and the residence is not identified or insufficient per section R309.2 Detached garages shall be separated from dwellings on the same lot as required by section R309.2 with opening protection as required by section 309.1 when spaced 10 feet or less from the dwelling. ELEVATIONS No plans submitted or insufficient information Plans do not match the floor plans Finish grade not identified or does not match the site plan Building height(s)not identified Dimension height of chimney Roof pitches not identified Wrvised94arch 18,2014 Town of Montville Building Department 310 Norwich-New London Tpke. Tel.860-848-3030, Ext 382 IJncasville, CT 06382 Fax. 860-848-7231 RESIDENTIAL PERMIT APPLICATION FORM Permit No.: 130911 (.)--Q0-}- Type of Work Occupancy Type Permit Type ❑New Construction Q Single Family Q Building Addition ❑Two-Family 0 Plumbing 0 Alteration 0 Townhouse �]Mechanical 0 Accessory Structure 0 Electrical CRS#: Property Address: 8 Pennsylvania Ave (Number) (Street) Job Description: Installation of (9) Roof Mounted Solar Panels Owner: Ryan P. Firth Address: 8 Pennsylvania Ave • Oakdale City State: CT Zip Code: 06370 Telephone(860 )912 8672 Applicant: Lindita Donahue 013kSolarCity • Address: 714 Brook St, STE 150 City Rocky Hill Slate: CT Zip Code:06067 Telephone(860 ) 534 1171 Contractors -Complete the Following: License Type: H I C License No.:0632778 Expiration Date:11/30/16 t hereby cert ,'that the proposed work wtff conform to the State t3uitdthg Care arid aft other codes as adopted by the State ofConnecticut and the Tows[ of Montville and further attest that the proposed work is a orized by the owner in fee and that I am authorized to make application for a perm ft for such work as described above. Owner/Agent Signature:. • / Date1 2/28/1 5 Construction Verne Permit Fees Building Value: $1,586 Building Fee: Plumbing Value: Plumbing Fee: Mechanical Value: Mechanical Fee: Electrical Value: $3,7Q2 Electrical Fee: Total Value: $5,288 Penalty Fee: C of 0 Fee: Plan Review Fee: State Ed Fee: Total Fee: NfvisuE/august 23,2007 Town of Montville Building Department File Receipt Date: �8 tan t6 ReceiptNo: 11090 Received From: • • Job Address: 8 Pennsylvania Ave. State of C onnec t s Coll ct d Bldg Cash: 0 00 State Cash: 0 00 Bldg Check: 7a'�7 State Check: Bldg Credit: �0 00 State Credit: 0 00 Fire Cash: 0 00 Fire Check: 0 00 Fire Credit: gp 00 Construction Value: CheckNo• Demolition Value: 76 Received By: Carmen Kneeland Address: 8 Pennsylvania Ave ITEM QTY S/UNIT TOTAL Building Plumbing Mechanical Electrical BUILDING AREA Basement,Finished - SF $ 41.96 $ - $ Interior Renovations SF $ 36.09 $ - $ $ AMENITIES Kitchen EA $ $ $ Full Bathroom EA $ $ - Half-Bathroom EA $ $ GARAGE Detached - SF $ 71.53 $ $ MECHANICAL Warm-Air n Y/N $ - Hot Water n Y/N $ - Electric n Y/N _ Air Conditioning n Y/N $ $ ELECTRICAL SERVICE Upgrade Amps $ _ Subpanel EA $ 699.00 $ Gen Set EA $ 3,850.00 $ - SOLID FUEL BURNING APPLIANCES Prefab Metal Fireplace EA $ 6,497.70 $ - Masonryw/lfireplace EA $ 7,096.65 $ - Masonry w/2 fireplaces EA $ 11,095.70 $ - Wood Stove,free standing EA $ 2,692.25 $ - Wood stove insert EA $ 1,859.77 $ - DECKS,PORCHES,SUNROOMS Deck SF $ 44.07 $ - Porch SF $ 149.38 $ - Sunroom SF $ 176.90 $ - $ - POOLS&HOT TUBS Hot Tub EA $ 8,01625 $ - $ Inground Pool CA $ 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 CA $ 601.50 $ - Oil Tank,275 Gallon EA $ Oil Tank,550 Gallon EA $ MISCELLANEOUS CALCULATIONS $ 1,586.00 $ 3,702.00 TOTALS $ 1,586.00 $ - $ - $ 3,702.00 PERMIT FEE CALCULATIONS Construction Value Fee Building $ 1,586.00 $ 30.00 Plumbing y $ - $ Mechanical y $ _ $ Electrical y $ 3,702.00 $ 48.00 Working before Permit Issuance $ Certificate of Occupancy Fee $ Plan Review Fee $ State Education Fee $ 1.37 TOTALS $ 5,288.00 $ 79.37 Figures are based on the 2006 RS Means Residential Cost Data thor , SolarCity Date:/02 /02g'//s Dear Sir or Madam: This letter is to verify that � �✓7r( L.4L-� ( is an authorized representative and employee of SolarCity Corporation and is authorized to pull any and all permits and any other project-related documents as needed for the following project: Address: V e 11) tyOt n l'0x 4v- . CI a 1I- L Description: Solar panel roof mount installation System size: 02 Z S.- Start Start Date: Eit02 i Sincerely, Mike Brignano Regional Operations Manager, Hartford, CT CT Contractor's License #HIC.0632778 ,rG Pt (12 16.,III,), 4 924 37 STATE OF CONNECTICUT t.)RPOR.1TIt>N DEPARTMENT OF CONSUMER PROTECTION 165 Capitol Avenue + Hartford Connecticut 06106 Attached is your[Tome 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.liicenseservices(act.gov. Visit our web site at w w.et.govLdcp to verify registrations,download applications and the booklet for The Connecticut Contractor for Home Improvement and New Home Construction. STATE OF CONNECTICUT DI P-4RTSfE.1'T OF CONSUMER PROTECTIO\ SULARCITY CORPORATION HOME IMPROVEMENT CONTRACTOR SOLARCITY CORPORATION 3055 CLEARVIEW WAY 3055 CLEARVIEW WAY SAN MATEO,CA 94402-3709 SAN MATEO,CA 94402-3709 U .l REG NO EI f ECTIVt HIC.0632778 12/01/2015 11/30/2016 SIGNED a ♦ SLA_" a • a AAe �� ..� .. -" - a`A *JP, ai_. , *-- ' � � S b a A * A * ♦ * ♦ * b STATE OF CONNECTICUT + DEPARTMENT OF CONSUMER PROTECTION • ! Be it known that IF %' SOLARCITY CORPORA'HON 1 3055 CLEARVIEW WAY • ' SAN MATEO CA 94402--3709 is certified by the Department of Consumer Protection as a registers l a. j I HOME IMPROVEMENT CONTRACTOR !{ Registration # HIC.0632778 s i s Effective: 12/01/2015 r 4 Expiration: 11/30/2016 411,y,1. Q, -�- Jo a than A.I tarns,Contmixsioncr •. U t ;s.___�.rs---._;4 a.R-_. #,^k __4•,. _4 4 -4-- 4 4 4 % • r 4 4 ARD® CERTIFICATE OF LIABILITY INSURANCE DATE(Mraroamvr) 08/170015 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: it the certificate holder is an ADDITIONAL INSURED,the policy les)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 NAME: 345 CALIFORNIA STREET,SUITE 1300 PHONE FAX CALIFORNIA LICENSE NO.0437153 E AIL (AIC,NO: SAN FRANCISCO,CA 94104 ADDRESS Attu:Shannon Scott 415-743-8334 INSURER(S)AFFORDING COVERAGE NAIL 4 998301-STND-GAWUE-15.16 INSURERA:Zurich American Insurance Company 16535 INSURED INSURER a:NIA N/A J SolarCity Corporation 3055 Clearview Way INSURER c:N/A N/A San Mateo,CA 94402 INSURER 0:American Zurich Insurance Company 40142 INSURER S: INSURER I': COVERAGES CERTIFICATE NUMBER: SEA-002713836.08 REVISION NUMBER:4 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 LTR TYPE OF INSURANCE ADDL SUER POLICY EFF POLICY EXP INSD WVO POLICY NUMBER IMWUDBTYYYY) IMMIDD/YYYYI, LIMITS A X COMMERCIAL GENERAL LIABILITY GLU0182016-00 09/0112015 09/0112016 EACH OCCURRENCE IS 3,000,000 ACLAIMS-MADE X OCCUR PRREMISES IOEaa occcuErRENrence) $ 3,000,000 X SIR:$250,000 MED EXP(Any one person) $ 5,000 PERSONAL&ADV INJURY S 3,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 6,000,000 X POLICY JEC -1 LOC PRODUCTS-COMM?AGG a 6.000,000 OTHER: $ A AUTOMOBILE LABILITY BAP0182017-00 091010.015 09/01/2016 coMBINED siNGLE LIMIT X {Ea accident) 5,000,000 ANY AUTO BODILY INJURY(Per person) $ x ALL NED K SCHEDULED AUTOSOWAUTOS BODILY INJURY(Per accident)I S X HIRED AUTOS X AUTNONOS -OWNED PROPERTY DAMAGE APer accident) $ COMP/COLL DED: s $5,000 UMBRELLA LIAR ( OCCUR EACH OCCURRENCE 5 —EXCESS LIAR CLAIMS-MADE AGGREGATE S DED RETENTIONS 0 WORKERS COMPENSATION WC0182014-00(ACS) 09/01/2015 09/01/2016 X STAPERTUTE 1 I RH- S A AND EMPLOYERS'LIABILITY Yr N ANY Pi20PRIETOWPARTNEPJSXECUTIVE r WC0182015-00(MA) 09/01/2015 09/01/2016 OFFICERIMEMBER EXCLUDED? L N J N I A £.L.EAOH ACCIDENT $ 1,000,000 (Mandatory In NH) WC DEDUCTIBLE:$500,000 EL DISEASE-EA EMPLOYEE 5 1,000,000 If yes,describe ender _ DESCRIPTION OF OPERATIONS below E.L DISEASE-P0IJCY LIMIT $ 1,000000 DESCRIPTION OF OPERATIONS I LOCATIONS/VEHICLES(ACORD 107,Additional Remarks Schedule,may be attached If more space is required) Evidence of insurance. CERTIFICATE HOLDER CANCELLATION Sofar£ity Corporation 3055 Geary ew Way SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE San Dew CA 99402 THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE of Marsh Risk&Insurance Services Charles MarrnDlejo �..- ,-� (0)1988-2014 ACORD CORPORATION. All rights reserved. ACORD 25(2014101) The AGGRO name and logo are registered marks of ACORD Town of Montville Building Department CONSTRUCTION PERMIT APPROVAL Applicant is responsibte for obtaining all of the required approvals. No permit will be issued until all the required signatures are obtained. 8 Pennsylvania Ave, Oakdale CT 06370 Property Address Installation and wiring of (9) roof mounted solar panels (2.25 Kw) Job Description Required Approval Department Permit Issuance Approval 111 Tax Collectorj A e r //Ls// Comme Signature/date Planning &Zoning ( ` 17 ALP Comments: Signature/date 111 Fire Marshal e I ge (4-6 Comments: IL - t Signature/date r` ) ❑ Health Department Required for properties with private septic or Well Comments: f- WPCA, Administrative /ler; �� / 2:)/. Required for properties on sewer Sign re/data Comments: ❑ WPCA, Operations When Required by WPCA Signature!date Comments: Department of Public Works Required when prgiect includes driveway work or certain drainage requirements Signature!date Comments: ❑ Montville Police Department Required far all permits EXCEPT one and two/arra h,residential Signature/date Comments: ❑ State Dept. of Transportation Required for Structures over 700,000 sqft.or with more then 200 parking spaces-Official copy of STC Certificate of Operation required—per CGS 7¢371 Signature/date Building Department Review Complete Signature/date Revised 23,2an • Nlit Version #53.6-TBD \ SolarCity December 8, 2015 RE: CERTIFICATION LETTER Project/Job #0632812 Project Address: Firth Residence 8 Pennsylvania Ave Oakdale, CT 06370 AHJ Montville SC Office Hartford Design Criteria: -Applicable Codes = 2003 IBC/2009 IRC w/CT Amendments,ASCE 7-05, and 2005 NDS - Risk Category = II -Wind Speed = 115 mph, Exposure Category C -Ground Snow Load = 35 psf - MP1: Roof DL = 10 psf, Roof LL/SL = 30.1 psf(Non-PV Areas), Roof LL/SL = 30.1 psf(PV Areas) 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 evaluationl 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 ASCE 7 standards for loading. The PV assembly hardware specifications are contained in the plans submitted for approval. Additionally a summary of the structural review is provided in the results summary tables on the following page. �NNIga •"O�4•0KCGS Sincerely, '�. �► Digitally signed by HKariuki `�} :+� Humphrey Kariuki, P.E. Date: 2015.12.09 07:47:13 =`� T: 443.451.3515 Professional 'neer O5BOO �I'//0 f i ` ��`� email: hkariuki@solarcity.com 3055 Clearview Way San Mateo,CA 94402 -;650)638-1028 (888)SOL-CITY F(650)638-1029 solarcity.com AZ DOC 24:"I',71.CA CSLD??tt[3134.,C.0 Er,n,;C,,CO"HIO:*327.c,t., ,;1406,00 HO 71101468.H100-29770.MA H#C 16x'-.... 2.MC Mi-OC;28. 8 NJ 13`rH76163760:. OR COD 1004961,PA 07T7343,TX TOLD 270+77:YYR°CAA xs00ARIIC9=90 7.SY 2013 ScaarCSfy.86rIghttl mtlerveri, Version#53.6-TBD 01. 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 MP1 64" 24" 39" NA Staggered 68.3% Portrait Hardware-Portrait Modules'Standoff Specifications Hardware X-X Spacing X-X Cantilever Y-Y Spacing Y-Y Cantilever Configuration Uplift DCR MP1 48" 18" 65" NA Staggered 85.4% Structure Mounting Plane Framing Qualification Results Type Spacing Pitch Member Evaluation Results MP1 Stick Frame @ 16 in.O.C. 22° 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 Clearview Way San Mateo,CA 94402 r(650)638-1028 (888)SOL-CITY F(650)638-1029 solarcity.com STRUCTURE ANALYSIS - LOADING SUMMARY AND MEMBER CHECK - MP1 Member Properties Summary MP1 Horizontal Member Spans Rafter Properties Overhang 0.66 ft Actual W 1.50" Roof System Properties Span 1 11.49 ft Actual D 5.50" Number of Spans(w/o Overhang) 1 Span 2 Nominal Yes Roofing Material Comp Roof Span 3 A 8.25 in.^2 Re-Roof No Span 4 S. 7.56 in.^3 Plywood Sheathing Yes Span 5 I, 20.80 in.^4 Board Sheathing None Total Rake Span 13.10 ft TL Defl'n Limit 120 Vaulted Ceiling No PV 1 Start 2.08 ft Wood Species SPF Ceiling Finish 1/2"Gypsum Board PV 1 End 12.08 ft Wood Grade #2 Rafter Slope 22° PV 2 Start Fb 875 psi Rafter Spacing 16"O.C. PV 2 End F„ 135 psi Top Lat Bracing Full PV 3 Start E 1400000 psi Bot Lat Bracing At Supports PV 3 End Emin 510000 psi Member Loading Summary Roof Pitch 5/12 Initial Pitch Adjust Non-PV Areas PV Areas Roof Dead Load DL 10.0 psf x 1.08 10.8 psf 10.8 psf PV Dead Load PV-DL 3.0 psf x 1.08 3.2 psf Roof Live Load RLL 20.0 psf x 0.95 19.0 psf Live/Snow Load LL/SL1'2 35.0 psf x 0.86 I x 0.86 30.1 psf 30.1 psf Total Load(Governing LC) TI 40.9 psf 44.1 psf Notes: 1. ps=Cs*pf; Cs-roof, Cs-pv per ASCE 7[Figure 7-2] 2. pf=0.7(Ce)(CO(Is)p9; Ce=0.9,q=1.1, I5=1.0 Member Design Summa (per NDS) Governing Load Comb CD CL(+) CL(-) CF Cr D+ S 1.15 1.00 0.58 1.3 1,15 Member Analysis Results Summary Governing Analysis Max Demand @ Location Capacity DCR Result Bending (+) Stress 1526 psi 6.4 ft 1504 psi 1.01 Pass CALCULATION OF DESIGN WIND LOADS - MP1 „ ' r, .rn 'x ,z, ., 1' . ', :ilra . _ Mounting Plane Information Roofing Material Comp Roof PV System Type SolarCity SleekMountTm Spanning Vents No Standoff(Attachment Hardware) Comp Mount Type C Roof Slope 22° Rafter Spacing 16"O.C. Framing Type/ Direction Y-Y Rafters Purlin Spacing X-X Purlins Only NA Tile Reveal Tile Roofs Only NA Tile Attachment System Tile Roofs Only NA Standing Seam/Trap Spacing SM Seam Only NA Wind Design Criteria Wind Design Code ASCE 7-05 Wind Design Method Partially/Fully Enclosed Method Basic Wind Speed V 115 mph Fig. 6-1 Exposure Category C Section 6.5.6.3 Roof Style Gable Roof Fig.6-11B/C/D-14A/B Mean Roof Height h 15 ft Section 6.2 Wind Pressure Calculation Coefficients Wind Pressure Exposure KZ 0.85 Table 6-3 Topographic Factor KA 1.00 Section 6.5.7 Wind Directionality Factor Kd 0.85 Table 6-4 Importance Factor I 1.0 Table 6-1 qh = 0.00256(Kz)(Kzt)(Kd)(V^2)(I) Equation 6-15 Velocity Pressure qh 24.4 psf Wind Pressure I Ext. Pressure Coefficient(Up) GC,,,(up) -0.88 Fig.6-11B/C/D-14A/B Ext. Pressure Coefficient(Down) GCp(Down) 0.45 Fig.6-11B/C/D-14A/B Design Wind Pressure p p = qh (GCp) Equation 6-22 Wind Pressure Up Nilp1 -21.4 psf Wind Pressure Down P Gown) 11.0 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 -342 lbs Uplift Capacity of Standoff T-allow 500 lbs Standoff Demand/Capacity DCR 68.3% 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 -427 lbs Uplift Capacity of Standoff T-allow 500 lbs Standoff Demand/Capacity DCR 85.4% 1 $ m m -0 > m pjmOOji f01 OmmOj- 0OJ 'D.pN d O m a N•O 5»N S fP 3 N 1 COey m C D m»m yF0= mOmm C mtammmm " O . .ma 0O mm 3o ay ,.yEs ms30m a o 0 COmES ,1o �f.c-3av' o .?Xmm0o3 • !-,c)=vm2o3 � aRa d0D3 ° nz ��o �ffH Nj m N i d m CD m a... w q 6 m ;3 .7;',"3- N \ ' m m nA m g g ? 90 % a3 . 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