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2016 - Roof Mounted Solar System - Additional Unit
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: 82016-0045 Date: 04-Feb-16 Map/Lot: 028/005-051 Owner ID: 5482000 Project Location: 60 PHEASANT RUN Unit: Job Description: Install an Additional 11.75kW Roof Mounted Solar System Owner Nam Andrew and Deborah Bakoledis Tenant Name N/A Careof: 60 Pheasant Run Oakdale S.L 06370- Telephone: (860)227-2769 Applicant Name Genesis Cornejo Telephone: (860)899-4625 DBA: SolarCity Lic/Reg Type HIC Lic/Reg N 632778 714 Brook Street,Suite 150 Exp Date: 30-Nov-16 Rocky Hill CT 06067- Construction Value Permit Fees Construction Information Building Value: $6,817.00 Building Fee: $84.00 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: _ $15,907.00 Electrical Fee: $192.00 Construction Type IRC Total Value: $22,724.00 Penalty Fee: $0.00 Permit Code: R4 C of 0 Fee: $0.00 Comment Plan Review Fe $0.00 State Ed Fee: $5.91 Total Fee Paid: $281.91 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 0 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 ❑1/ Certificate of Approval • '' ate of Occupancy Building Official's Approval: Town of Montville Building Department 310 Norwich-New London Tpke. Tel.860-848-3030, Ext 382 Uncasviiie, CT 06382 Fax. 860-848-7231 . RESIDENTIAL PERMIT APPLICATION FORM Permit No.: ()), Di4;— 0045 Type of Work Occupancy Type Permit Type 0 New Construction Q Single Family l Building 8 Addition 0 Two-Family El Plumbing 0 Alteration 0 Townhouse 0 Mechanical 0 Accessory Structure 0 Electrical CRS#: Property Address: 60 Pheasant Run (Number) (Street) (Una) .lob Description: Installation of 39 additional roof mounted solar panels Owner: Andrew Bakoledis Address: 60 Pheasant Run City: Oakdale State: et Zip Code: 06370 Telephone(860 ) 227 _2769 Applicant: Genesis Cornejo/SolarCity DBA: SolarCity . Address: 714 Brook St, STE 150 City: Rocky Hill State: CT Zip Code:06067 Telephone(860 899 4625 Contractors -Complete the Following: License Type: H I C License No.:0632778 Expiration Date: 1 1/30/15 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 i c •rized by the owner in fee and that I am authorized to make application for a permit for such work as described above. Owner/Agent Signature:. .� ,, Date: 10/22/1 5 • Construction Value Permit Fees Building Value: $6.81 7 Building Fee: Plumbing Value: Plumbing Fee: Mechanical Value: Mechanical Fee: Electrical Value: $15,907 Electrical Fee: Total Value: $22,724 Penalty Fee: C of Q Fee:: Plan Review Fee: State Ed Fee: Total Fee: 4;fvisedflugust23,2007 Town of Montville Building Department Customer Receipt Date: 28-Jan-16 ReceiptNo: 11086 Received From: SolarCity Job Address: 60 Pheasant Run Building Dent.Fees Collected Fire Marshal Fees Collected Cash: $0.00 Cash: $0 00 Check: $281.91 Check: $0.00 Credit: $0.00 Credit: $0.00 CheckNo: 765733 Received By: Carmen Kneeland (\kf\111 04(\ . •VQ (k ry L Address: 60 Pheasant Run ITEM QTY S./UNITTOTAL Building Plumbing Mechanical Electrical BUILDING AREA Basement,Finished - SF $ 41.96 $ - $ - Interior Renovations - SF $ 36.09 $ - $ - $ - AMENITIES Kitchen EA $ - $ $ Full Bathroom EA $ - $ - Half-Bathroom EA $ - $ GARAGE Detached - SF $ 71.53 $ - $ - MECHANICAL Warm-Air n Y/N Hot Water n Y/N $ Electric n Y/N _ Air Conditioning n Y/N $ - $ ELECTRICAL SERVICE Upgrade Amps _ Subpanel EA $ 699.00 $$ Gen Set EA $ 3,850.00 $ SOLID FUEL BURNING APPLIANCES Prefab Metal Fireplace EA $ 6,497.70 $ - Masonry w/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 $ 6,817.00 $ 15,907.00 TOTALS $ 6,817.00 $ - $ - $ 15,907.00 PERMIT FEE CALCULATIONS Construction Value Fee Building $ 6,817.00 $ 84.00 Plumbing y $ - $ Mechanical y $ - $ Electrical y $ 15,907.00 $ 192.00 Working before Permit Issuance $ Certificate of Occupancy Fee $ Plan Review Fee $ State Education Fee $ 5.91 TOTALS $ 22,724.00 $ 281.91 Figures are based on the 2006 RS Means Residential Cost Data energize Permit#For Jurisdiction Use]: — CONNECTICUT Connecticut Standardized Solar Photovoltaic (PV) Permit Application Date: 1/25/16 Property Type: Residential(R) ❑Commercial(C) ❑Other(specify): General Description of Solar PV Array 47 ROOF MOUNTED SOLAR PANELS - System Size(kW DC): 11.75 kE - Andrew Bakoledis Property Owner: , Street Address: 60 Pheasant Run Parcel ID#: Town: MONTVILLE State: CT -zip: 06370 Phone: Cell: Email: Fax: Additional Information: • - Contractor: SOLARCITY Street Address: 714 BROOK ST SUITE 150 Town; ROCKY HILL State: CT zip: 06067 Contact Name: Genesis Cornejo Title: PERMIT COORDINATOR Phone: 860-899-4625 Cell: corns o solarcit com Fax: 1=866-556-7744 Email: 9 ) � Y• —. — License Type: HICState; CT License Number: 0632778 Exp. Date: 11/30 — - Scope of Work: - — Subcontractor or Professional Engineer: Street Address: Town: State: Zip: Contact Name: Title: _ Phone: - _Cell; , _ Email Address:_ Fax: License Type: _ State: License Number: Exp-Date: Scope of Work: :{>:"-"S':fi�'=':..:i:,,, ::�;� i'ki� xv�. ""'i*o .v'"tibirorf `` #Yiif'inoiez oopii#i:641 aotltir4`fir; rti�ntlla(I''� bo.�'� ,�., �.,.. �.,. ..• '1' .�.. �.. r...�'�. l�:e�!'.S'•.?:'!l':.' P.ti.A.'':r;:p.�.�,..r_.L-�lf.:!G'!'::;•L'�l'::'�.'. �'.J:1�:.. {:l''. . `��:.0 '.:{�> ..r U: r':Co-:x�i:'J,, n.w:..:.v,S"ti.: ,�•. ./•.t¢' "tS.- :^r. -`{}Y:. t:'Fr.'Yt r.�.S;b••IC:` �.:�;:•-` �{^ai .�. ..,.:.,,,, :.,.sbabri'tl•actbcse'tn '115`ecl�., h_. :fa"� `;,x<<, ..< :rv;�ra.�Y:.'M.}.r: 'rr': ,., ,,..,.r,J.._^'t� ;., ../,:-::4'!';'o-{ `^.'i+. .•:�.. .r,.,h'a. �A;f':: „1„^_ :..r.' g.v,.._r 1” �.w:, ;;,i,:i .,,;,��t:, ..��.:, .�v.. .Y:!;i;� �'-s,�.1. .�'r�`-. .5. n-'1 :`l,_ ..,...n.. m:,;:+•i'�• r'G.: a '�'� { .�.4,V,'y�{i4 i'tA_A-i^ .� .... �°�-: u .','.'+`'�.__,:.ra."e, _•, .,^:,. '}" ,r.,,_ :.u_�,'.i ..u::��r _ dr..:,',-';,.. .1: iai...s,t.::nsr.x•�-�:�' :':rte:.. '.'3.x.6'�iwl,+'•;;rii:�'id .'�.,�,.Y�„y.y,�''�,_�n...vL f•' Y.�4^.i'f..w' S•....ti.a._.A•r.ar-'L�..., t_:.t SOLAR PV SYSTEM INFORMATION Mounting Description ROOF Mounting Type(roof,pole,ground,other-specify): . Mounting System Manufacturer: ZEP Product Name and Model#: • • (continued) Version 5.1.2014 energize CONNECTICUT Cir CT Standardized Solar PV Permit Application Building Information(For Roof-Mounted Systems Only) Building Type(e.g. house,shed,barn,slab): HOUSE Building Height(in feet): 12 FEET Is the building permitted? ❑I Yes ❑No ❑NA If no, reason: Are there other permits associated with this application? p Yes Z No Describe: Electrical Description Size(amps)and type(phase,voltage)of electrical service: 100 A SINGLE PHASE120/240V Amperage of main breaker: 100A Will the value of main breaker change? n Yes ✓0 No To: Rated amperage of the bus bar in the main panel: 120A Type of interconnection(e.g. breaker-load side,supply-side interconnect): SSC Electrical panel location: BASEMENT If load side interconnect,will solar intertie into a subpanel? ❑Yes ❑No If yes,rated amperage of the subpanel bus bar? _.Value of breaker protecting subpanel bus bar? Attachments for application (See Instructions on the next page. Example Attachments are available for download at www.enerq.Zec[.com/5onrisen ) ❑ 1.Additional Subcontractors and Information O 2.One-Line Electrical Drawing ❑ 3.One-Line Site Plan Drawing ❑ 4.Attachment Details(Line Drawing)* ❑ 5.Solar PV Module Specification Sheets From Manufacturer ❑ 6.Inverter Specification Sheets From Manufacturer ❑ 7.Pole or Ground Mount Information(if applicable}* ❑ 8.Structural Review Worksheet(if applicable) O 9.Additional Information for Large Solar PV Systems(as Specified by the Municipality) *NOTE:Applicants should submit either Attachment 4 for roof-mounted systems OR Attachment 7 for pole/ground- mounted systems,not both. Certification I hereby certify that❑I am the owner of record of the named property or;❑the proposed work is authorized by the owner of record and/or I have been authorized to make this application as an authorized agent, and we agree to conform to all applicable codes, laws,regulations and ordinances. All information contained within is true and accurate to the best of my knowledge and belief. No work shall start until the Jurisdiction has aPpr.•-d the permit or until the Contractor has received approval from__ __ (Juri •1')'ame) Signature of Property Owner or Authorized Agent: — Genesis Cornejo ,-/ 1/25/16 Typed or Printed Name of Signatory: Date:� Version 5.1.2014 energize Permit#[ForJurisdiotion Use]: CONNECTICUT CT Standardized Solar PV Permit Application Supplement Please fill in the following information and submit ALL applicable attachments. Date: 1/25/16 General Description of Solar PV Array: 47 ROOF MOUNTED SOLAR PANELS System Size(kW DC): 11.75 kW ' Solar PV Mounting Information Type(roof,pole,ground,other-specify): ROOF Mountie9 YP Mounting System Manufacturer: ZEP Product Name and Model ; Leveling Foot 850-1397,Ground Zep 850-1172,End Cap 850-1467,Interlock 850-1388,Grip 850-1421,Comp Mount C850-1382 Building Information (For Roof-Mounted Systems Only) Building Type(e.g.house,shed, barn,slab): HOUSE Building Height(in feet): 12 FEET Is the building permitted? 0 Yes ©No ❑NA If no, reason: �� ^ Electrical Description Size(amps)and type(phase,voltage)of electrical service: 100 A SINGLE PHASE120/240V Amperage of main breaker: 100A Will the value of main breaker change? 0 Ye�✓ EI No To: Rated amperage of the bus bar in the main panel: 120A Type of interconnection(e.g. breaker-load side,supply-side interconnect):SSC Electrical panel location: BASEMENT If load side interconnect,will solar intertie into a subpanel? 0 Yes 0 No If yes,rated amperage of the subpanel bus bar? Value of breaker protecting subpanel bus bar? Attachments for application (See instructions on the next page. Example Attachments are available for download at www.energizect.com/su1'tsene) ❑ 1.Additional Subcontractors and Information Li 2. One-Line Electrical Drawing D 3.One-Line Site Plan Drawing ❑ 4.Attachment Details (Line Drawing)* ❑ 5. Solar PV Module Specification Sheets From Manufacturer El 6- Inverter Specification Sheets From Manufacturer ❑ 7. Pole or Ground Mount Information(if applicable)* E] 8. Structural Evaluation Of required by municipality). See page 3 for documentation requirements. [] 9.Additional Information for Large Solar PV Systems(as Specified by the Municipality) *NOTE:Applicants should submit either Attachment 4 for roof-mounted systems OE Attachment 7 for pole/ground- mounted systems,not both. Version 8.1.2014 ;ts • SolarCity Date: Q//2 S / �,, Dear Sir or Madam: This letter is to verify that Gene S CtDrret ` .; 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: 6Q c?heSon "I Pu_acite=(P.le Description: Solar panel roof mount installation System size: Start Date: 0.1/ //e‘ Sincerely, Mike Brignano Regional Operations Manager, Hartford, CT CT Contractor's License #HIC.0632778 (Pt 92 Ret IN)I. 912437 CORPORATION STATE OF CONNECTICUT DEPARTMENT OF CONSUMER PROTECTION 165 Capitol Avenue + Ilartfttrtl Connecticut 061t) 6 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 deplicenseservices6aict.gov. Visit our web site at www.ct.gov/dcp to verify registrations,download applications and the booklet for The Connecticut Contractor for Home Improvement and New Home Construction. STATE OF CONNECTICUT DEPARTtfENT OF CONST MER PROTECTION HOME IMPROVEMENT CONTRACTOR SOLARCITY CORPORATION SOLARCITY CORPORATION 3055 CLEARVIEW WAY 3055 CLEARVIEW WAY SAN MATEO,CA 94402-3709 SAN MATEO,CA 94402-3709 I f E, 'v Cr I Fr-f-,rVL CX?:RF,: HIC.0632778 12/01/2015 11/30/2016 GNEti m ..,� kr, .. •• C,`- 'rt„ {°,i `' `.. `.''' rr I ,, ... ...- .-,:l, ,.g..„.,,,:., `ril..•:, a rt't,w,.....`I rr.�.� A•,.'0'-'•: 4 Nr: Ur a 1 ! Z-}r .r {' ;.� 9`- r4 f !zit t 1. i 1 .i.r<: r 6 � Fd;,�-'r rxln. ..• _ I \. ; STATE OF CONNECTICUT + DEPARTMENT OF CONSUMER PROTECTION t is `r ' I Be it known that A y SOLARCITY CORPORATION 1' 3055 CLEARVIEW WAY SAN MA-TEO, CA 94402-3709 , j: irt ,`> is t:crtificd br the l)ep:artrnent of Consunmer Protcction as a registered ��` HOME IMPROVEMENT CONTRACTOR ;,. As Registration # HIC.0632778 : : .,-, ------i t -- "` Effecti1. ve: 12/01/2015 it Y Expiration: 11/30/2016 6 - 1,? - ' - i p. athan A.Harris,Comrnihsiuncr ,y t' * > r ` i �R .4` 4 -,k' ‘ ,•••g •'‘:( r Y .a• r °n . a f,,,, ' F` ' -4� , ii.,-. ,4,1,.! / ..—'Et, .„:0 r--, it : ,,),-,e-., ,,.;-,,-,,, ,;:c1,-...,,.:..,,,- ..,-.bi.r . "i ' /Sx \ c . AWRO® CERTIFICATE OF LIABILITY INSURANCE DATE(NimiDDIYYYY) L. 01111712015 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT MARSH RISK& INSURANCE SERVICES NAME PH345 CALIFORNIA STREET,SUITE 1300 IAIC"1o,Esti: fes,Noi: CALIFORNIA LICENSE NO.0437153 E-MAIL SAN FRANCISCO,CA 94104 AooReSa: A1tn:Shannon Scott 415-7438334 INSURER(S)AFFORDING COVERAGE NAIL e 996301-ST1ID-GAWUE-15.16 INSURER A;Zurich American Insurance Company 16535 INSURED INSURER a;WA N/A SofarCily Corparaler. 3055 CleaMew Way INSURER c:NIA N/A San Mateo,CA 94402 INSURER 0:American Zurich Insurance Company 40142 INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: SEA-002713836-08 REVISION NUMBER:4 THIS 1S 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 -MD y r. POLICY NUMBER ImmiciefYYYY) (MMIDRlYYYY) LIMITS A X COMMERCIAL GENERAL LIABILITY CL00182016-00 0910112015 09/0112016 EACH OCCURRENCE IS 3,000,000 DAMAGE TO RENT'ED CLAIMS-MAGE I.X 1 OCCUR PREMISES(Ea occurrence) $ 3000,000 X SIR$250,000 MED EXP(Any one person) S 5,000 PERSONAL&ADV INJURY s 3,000,000 GEN'LAGGREGATE PJECT {APPLIES PER: GENERAL AGGREGATE S 6,000,006 X POLICY LOC PRODUCTS-COMPIOP AGG S 6.000,000 OTHER: $ A AUTOMOBILE LIABILITY BAP0182017.00 09101)2015 09/01/2016 COMBINED SI NG LE LIMIT X ANY AUTO {Ea aoddone a 5,000,000 BODILY INJURY(Per person) S x ALL OWNEC x SCHEDULED AUTOS AUTOS BODILY INJURY(Paracadent)I S X HIRED AUTOS X NON-OWNED PROPERTY DAMAGE AUTOS (Per accident) S COMP/COLL CED: S $5 000 UMBRELLA LAB OCCUR EACH OCCURRENCE S —�EXCESS LIAa CLAIMS-MADE AGGREGATE S DED RETENTIONS $ D WORKERS COMPENSATION WC0182014.0(}(AOS) 09/01/2015 09/0112016 x PER I AND EMPLOYERS'LIABILITY Y!N rI- A STATUTE ANY PROPRIETOR/PARTNER/EXECUTIVE WC0182015{1D(MA) 09/0112015 09/01/2016 EL.EACH ACCIDENT S 1,000,000 OFFICERIMEMDER EXCLUDED? {N I NIA (Mandatory In NH) WO DEDUCTIBLE$500,000 EL DISEASE-EA EMPLOYEE,s 1,000,000 (ryes,describe under DESCRIPTION OF OPERATIONS below E.LDISEASE-POLICYLIMIT 5 1,000,000 1 DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES(ACORD 101,Additiunal Remarks Schedule,may be attached IF more space Is required) Evidence of insurance. CERTIFICATE HOLDER CANCELLATION SolarCily Corporation SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE 3055GeervewWay THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN San Mateo,CA 99402 ActORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE of Marsh Risk&Insurance Services I 1Charles Marmolejo - . „----•<-1:-..,- -- -ti In 1988-2014 ACORD CORPORATION. All rights reserved. ACORD 25(2014101) The ACORD name and logo are registered marks of ACORD SolarCity Version#53.6-TBD January 11, 2016 RE: CERTIFICATION LETTER Project/Job # 0632869 , 1/4 _dr- Bakoledis Residence �� r' "� ,(\< Project Address: ,t� 60 Pheasant Run '� Cy7l�j\ Oakdale, CT 06370 • *a AHJ Montville z,a 31162 SC Office Hartford Jr 0A` ��'E � NSE����as Design Criteria: t4 /ON too iPtiatimit Ht � -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 = 9 psf, Roof LL/SL = 30.1 psf(Non-PV Areas), Roof LL/SL = 30.1 psf(PV Areas) - MP2: Roof DL = 9 psf, Roof LL/SL = 30.1 psf(Non-PV Areas), Roof LL/SL = 30.1 psf(PV Areas) - MP4: Roof DL = 9 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. James H. Childs, P.E. Digitally signed by James H. Childs, P.E. Professional Engineer T: 888.765.2489 x58390 Date: 2016.01 .11 12:04:37 -08'001 email: jchildsl@solarcity.com 3055 Clearvieo,Way San Mateo, CA 94402 r(650)638-1028 (888)SOL-CITY F(650)638-1029 solarcity.com tl SoIarCit , 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 72" 24" 39" NA Staggered 76.9% MP2 72" 24" 39" NA Staggered 76.9% MP4 72" 24" 39" NA Staggered 76.9% 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% MP2 48" 18" 65" NA Staggered 85.4% MP4 48" 18" 65" NA Staggered 85.4% Structure Mounting Plane Framing Qualification Results Type Spacing Pitch Member Evaluation Results MP1 Pre-Fab Truss @ 24 in. O.C. 22° Member Analysis OK MP2 Pre-Fab Truss @ 24 in. O.C. 22° Member Analysis OK MP4 Pre-Fab Truss ©24 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 T(650)638-1028 (888)SOL-CITY F(650)638-1029 solarcity.com r CALCULATION OF DESIGN WIND LOADS - MP4 Mounting Plane Information Roofing Material Comp Roof PV System Type SolarCity SleekMountT"^ Spanning Vents No Standoff(Attachment Hardware) Comp Mount Type C Roof Slope 22° Rafter Spacing 24" 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 Velocity Pressure qh qh = 0.00256(Kz) (Kzt) (Kd) (V^2) (I) Equation 6-15 24.4 psf Wind Pressure Ext. Pressure Coefficient(Up) GCD(up) -0.88 Fig.6-11B/C/D-14A/B Ext. Pressure Coefficient(Down) GCD(Down) 0.45 Fig.6-11B/C/D-14A/B Design Wind Pressure p p = qh (GCp) Equation 6-22 Wind Pressure Up Pmol -21.4 psf Wind Pressure Down P(downl 11.0 psf ALLOWABLE STANDOFF SPACINGS X-Direction Y-Direction Max Allowable Standoff Spacing Landscape 72" 39" Max Allowable Cantilever Landscape 24" NA Standoff Configuration Landscape Staggered Max Standoff Tributary Area Trib 19 sf PV Assembly Dead Load W-PV 3.0 psf Net Wind Uplift at Standoff T-actual -384 lbs Uplift Capacity of Standoff T-allow 500 lbs Standoff Demand/Capacity DCR 76.9% X-Direction Y-Direction Max Allowable Standoff Spacing Portrait 48" 65" Max Allowable Cantilever Portrait 18" NA Standoff Configuration Portrait Staggered Max Standoff Tributary Area Trib 22 sf PV Assembly Dead Load W-PV 3.0 psf Net Wind Uplift at Standoff T-actual -427 lbs Uplift Capacity of Standoff T-allow 500 lbs Standoff Demand/Capacity DCR 85.4% STRUCTURE ANALYSIS - LOADING SUMMARY AND MEMBER CHECK - MP4 Member Properties Summary Horizontal Member Spans Rafter Properties MP4 Overhang 1.16 ft Actual W 1.50" Roof System Properties Span 1 6.80 ft Actual D 3.50" Number of Spans(w/o Overhang) 2 Span 2 4.66 ft Nominal Yes Roofing Material CompRoof Span 3 A 5.25 in.^2 Re-Roof No Span 4 S. 3.06 in.^3 Plywood Sheathing Yes Span 5 IX 5.36 in.^4 Board Sheathing None Total Rake Span 13.61 ft TL Defl'n Limit 120 Vaulted Ceiling No PV 1 Start 5.50 ft Wood Species SPF Ceiling Finish 1/2"Gypsum Board PV 1 End 11.67 ft Wood Grade #2 Rafter Slope 22° PV 2 Start Fb 875 psi Rafter Spacing 24" 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 9.0 psf x 1.08 9.7 psf 9.7 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) TL 39.8 psf 43.0 psf Notes: 1. ps =Cs*pf; Cs-roof,Cs-pv per ASCE 7[Figure 7-2] 2. pf= 0.7(Ce)(Ct)(IS)p9; Ce=0.9,Ct=1.1, I5=1.0 Member Design Summary (per NDS) Governing Load Comb CD CL(+) CL(-) CF Cr D + S 1.15 1.00 0.92 1.5 1.15 Member Analysis Results Summary Governing Analysis Max Demand @ Location Capacity DCR Result Bending (-) Stress -1398 psi 8.0 ft -1600 psi 0.87 Pass V v CALCULATION OF DESIGN WIND LOADS - MP2 Mounting Plane Information Roofing Material Comp Roof PV System Type SolarCity SleekMount' Spanning Vents No Standoff(Attachment Hardware) Comp Mount Type C Roof Slope 22° Rafter Spacing 24"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 Kzt 1.00 Section 6.5.7 Wind Directionality Factor Kd 0.85 Table 6-4 Importance Factor I 1.0 Table 6-1 Velocity Pressure qh qh = 0.00256(Kz) (Kzt) (Kd)(V^2)(I) 24.4 psf Equation 6-15 Wind Pressure Ext. Pressure Coefficient(Up) GC,,,(up) -0.88 Fig. 6-11B/C/D-14A/B Ext. Pressure Coefficient(Down) GCo(Down) 0.45 Fig.6-11B/C/D-14A/B Design Wind Pressure p p = qh (GCp) Equation 6-22 Wind Pressure Up Prim) -21.4 psf Wind Pressure Down Prdownl 11.0 psf ALLOWABLE STANDOFF SPACINGS X-Direction Y-Direction Max Allowable Standoff Spacing Landscape 72" 39" Max Allowable Cantilever Landscape 24" NA Standoff Configuration Landscape Staggered Max Standoff Tributary Area Trib 19 sf PV Assembly Dead Load W-PV 3.0 psf Net Wind Uplift at Standoff T-actual -384 lbs Uplift Capacity of Standoff T-aflow 500 lbs Standoff Demand/Capacity DCR 76.9% X-Direction Y-Direction Max Allowable Standoff Spacing Portrait 48" 65" Max Allowable Cantilever Portrait 18" NA Standoff Configuration Portrait Staggered Max Standoff Tributary Area Trib 22 sf PV Assembly Dead Load W-PV 3.0 psf Net Wind Uplift at Standoff T-actual -427 lbs Uplift Capacity of Standoff T-allow 500 lbs Standoff Demand/Capacity DCR 85.4% STRUCTURE ANALYSIS - LOADING SUMMARY AND MEMBER CHECK - MP2 Member Properties Summary Horizontal Member Spans Rafter Properties MP2 Overhang 1.16 ft Actual W 1.50" Roof System Properties Span 1 8.71 ft Actual D 3.50" Number of Spans(w/o Overhang) 2 Span 2 6.82 ft Nominal Yes Roofing Material Comp Roof Span 3 A 5.25 in.^2 Re-Roof No Span 4 S. 3.06 in.^3 Plywood Sheathing Yes Span 5 I, 5.36 in.^4 Board Sheathing None Total Rake Span 18.00 ft TL Defl'n Limit 120 Vaulted Ceiling No PV 1 Start 3.50 ft Wood Species MSR Ceiling Finish 1/2"Gypsum Board PV 1 End 15.75 ft Wood Grade Rafter Slope 22° PV 2 Start Fb 2100 psi Rafter Spacing 24" O.C. PV 2 End F„ 160 psi Top Lat Bracing Full PV 3 Start E 1800000 psi Bot Lat Bracing At Supports PV 3 End Emin 919000 psi Member Loading Summary Roof Pitch 5/12 Initial Pitch Adjust Non-PV Areas PV Areas Roof Dead Load DL 9.0 psf x 1.08 9.7 psf 9.7 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/SL42 35.0 psf x 0.86 1 x 0.86 30.1 psf 30.1 psf Total Load(Governing LC) TL 39.8 psf 43.0 psf Notes: 1. ps = Cs*pf;Cs-roof,Cs-pv per ASCE 7 [Figure 7-2] 2. pf= 0.7(CO(CO(Is)pg; Ce=0.9,Ct=1.1, Is=1.0 Member Design Summary (per NDS) 1 Governing Load Comb CD CL(+) CL(-) CF Cr D+ S 1.15 1.00 0.89 1 1.15 Member Analysis Results Summary Governing Analysis Max Demand @ Location Capacity DCR Result Bending (-) Stress -2563 psi 9.9 ft -2485 psi 1.03 Pass CALCULATION OF DESIGN WIND LOADS - MP1 Mounting Plane Information Roofing Material Comp Roof PV System Type SolarCity SleekMount' Spanning Vents No Standoff(Attachment Hardware) Comp Mount Type C Roof Slope 220 Rafter Spacing 24"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 Kzt 1.00 Section 6.5.7 Wind Directionality Factor Kd 0.85 Table 6-4 Importance Factor I 1.0 Table 6-1 Velocity Pressure qh qh = 0.00256(Kz) (Kzt) (Kd)(VA2) (I) 24.4 psf Equation 6-15 Wind Pressure Ext. Pressure Coefficient(Up) GCp rum -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 Prov) -21.4 psf Wind Pressure Down P(down) 11.0 psf ALLOWABLE STANDOFF SPACINGS X-Direction Y-Direction Max Allowable Standoff Spacing Landscape 72" 39" Max Allowable Cantilever Landscape 24" NA Standoff Configuration Landscape Staggered Max Standoff Tributary Area Trib 19 sf PV Assembly Dead Load W-PV 3.0 psf Net Wind Uplift at Standoff T-actual -384 lbs Uplift Capacity of Standoff T-allow 500 lbs Standoff Demand/Capacity DCR 76.9% X-Direction Y-Direction Max Allowable Standoff Spacing Portrait 48" 65" Max Allowable Cantilever Portrait 18" NA Standoff Configuration Portrait Staggered Max Standoff Tributary Area Trib 22 sf PV Assembly Dead Load W-PV 3.0 psf Net Wind Uplift at Standoff T-actual -427 lbs Uplift Capacity of Standoff T-allow 500 lbs Standoff Demand/Capacity DCR 85.4% STRUCTURE ANALYSIS - LOADING SUMMARY AND MEMBER CHECK - MP1 Member Properties Summary Horizontal Member Spans Rafter Properties MP1 Overhang 1.16 ft Actual W 1.50" Roof System Properties Span 1 8.69 ft Actual D 3.50" Number of Spans(w/o Overhang) 2 Span 2 6.83 ft Nominal Yes Roofing Material Comp Roof Span 3 A 5.25 in.^2 Re-Roof No Span 4 SX 3.06 in.^3 Plywood Sheathing Yes Span 5 IX 5.36 in.^4 Board Sheathing None Total Rake Span 17.99 ft TL Defl'n Limit 120 Vaulted Ceiling No PV 1 Start 3.50 ft Wood Species MSR Ceiling Finish 1/2"Gypsum Board PV 1 End 15.75 ft Wood Grade Rafter Slope 22° PV 2 Start Fb 2100 psi Rafter Spacing 24" O.C. PV 2 End F„ 160 psi Top Lat Bracing Full PV 3 Start E 1800000 psi Bot Lat Bracing At Supports PV 3 End Emin 919000 psi Member Loading Summary Roof Pitch 5/12 Initial Pitch Adjust Non-PV Areas PV Areas Roof Dead Load DL 9.0 psf x 1.08 9.7 psf 9.7 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) TL 39.8 psf 43.0 psf Notes: 1. ps = Cs*pf; Cs-roof, Cs-pv per ASCE 7 [Figure 7-2] 2. pf= 0.7(Ce)(Ct)(Is)p9; Ce=0.9,Ct=1.1, Is=1.0 Member Design Summary (per NDS) Governing Load Comb CD CL(+) CL(-) CF Cr D+ S 1.15 1.00 0.90 1 1.15 Member Analysis Results Summary I Governing Analysis Max Demand @Location Capacity I DCR Result BendingStress 2557 psi 9.9 ft 2487 psi 1.03 Pass Q g V iso II :0 t- :,...5u*,_,,i 8130 ro O cO t o m X �;c • EV �o o 5 �N LU N �,�o. — F s C 12 cl ell W to C Q N Z R,,,.. 0. 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