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Roof Mounted Solar System 2016
NBF GROUP,INC.-WETHERSFIELD,CT 06109-(860)563-3486 Vendor Number Town of Montville 310 Norwich / New London Tnpk Uncasville, CT 06382 Date Invoice Number 8111/17 81 Aw, Payment Voucher Payable to: Account Code $ Amount Sc iarCG 4 ICOLSC -t('4 5u.4 4e..• '50 PL 9 (•fidCbc• e7 • Please Make Payment for the Following: Quantity Description $ Amount J ) Gerd led) dlp6 B rl-Ash 10 leo co $130.Ar v-- e- 1(4,5 16,0 �n Paf c do IUcY,3 39Le eco Memo Departm ead Date floV/7Approved By: Approved By: Mayor Date Director of Finance Date FINANCE DEPT.COPY SolarCity August 14, 2017 Town of Montville ATTN: Building Department 310 Norwich- New London Turnpike Montville, Ct 06382 Notice of Cancellation This letter is to certify our proposal to install Solar (PV) at the property listed below has been moved into a cancellation status: Brian Laurie 268 Black Ash Rd. Montville, Ct 06370 Permit # E2017-0045 & B2017-0078 Payment Method: Check#767869 Paid: $ 306.26 SolarCity Corporation and Brian Laurie will not be moving forward with the proposed installation. We would greatly appreciate reimbursement for the permitting fees paid. If you have any questions/concerns, please contact myself directly. Sincerely, 9e e 692*-1119 Genesis Cornejo, Permit Coordinator 714 Brook St. Ste 150 Rocky Hill, Ct 06067 gcornejo@solarcity.com T: (860)899-4625 714 Brook Street,Ste.150, Rocky Hill,CT 06067 r (888)SOL-CITY solarcity.com AL 05500.AR M-8937.AZ ROC 243771/ROC 245450.CA COLA 888104.CO EC8041.CT HIC 0632778/ELC 0125305.DC 410514000080/ECC902585.DE 2011120386/T1-6032.FL EC13006226,HI CT-29770.IL 15-0052.MA HIC 168572/ EL-1136MR.MD HIC 128948/11805,NC 30801-U.NH 0347C/12523M.NJ NJHIC#l3VH06160600/34EB01732700.NM EE98-379590.NV NV20121135172/C2-0078648/62-0079119.OH EL.47707.OR CB180498/C562.PA HICPA077343.RI AC004714/Reg 38313.TX TECL27006.UT 8726950-5501.VA ELE2705153278.VT EM-05829.WA SOLARC•91901/5OLARC'905P7.Albany 439.Greene A-486.Nassau H2409710000.Putnam PC6041.Rockland H-11864-40-00-00,Suffolk 52057-H.Westchester WC-26068-H13.N.Y.C#2001384-DCA SCENYC,N.Y.C.Licensed Electrician.#12610.#004485.155 Water SL 6th FL.Unit 10.Brooklyn.N911201.#2013966-DCA All loans provided by SolarCity Finance Company.LLC. CA Finance Lenders License 6054796-SolarCity Finance Company.LLC Is licensed by the Delaware State Bank Commissioner to engage in business in Delaware under license number 019422.MD Consumer Loan License 2241.NV Installment Loan License IL11023/1L11024.Rhode Island Licensed Lender#20153103LL.1X Registered Creditor 1400050963-202404.VT Lender License#6766 TOWN OF MONTVILLE `C6 Building Department 310 NORWICH-NEW LONDON TURNPIKE UNCASVILLE, CT 06382-2599 TEL. (860)848-3030 X382 FAX. (860)848-7231 BUILDING PERMIT Permit Number: B2017-0078 Date: 15-Mar-17 Map/Lot: 028/005-009 Owner ID: 271000 Project Location: 268 BLACK ASH ROAD Unit: Job Description: Install 10.2kW Roof Mounted Solar System Owner Nam Brian P.and Heather B.Laurie Tenant Name N/A Careof: 268 Black Ash Road Oakdale CT 06370- Telephone: (860)603-5637 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-17 Rocky Hill CT 06067- Construction Value Permit Fees Construction Information Building Value: $7,191.00 Building Fee: $96.00 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: $16,779.00 Electrical Fee: $204.00 Construction Type IRC Total Value: $23,970.00 Penalty Fee: _ $0.00 Permit Code: R4 C of 0 Fee: S0 Comment Plan Review Fe $0.00 State Ed Fee: $6.23 Total Fee Paid: $306.23 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 El 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 Certific•"- of Approval e ficate of Occupancy Building Official's Approval: Ate Town of Montville Building Department File Receipt Date: ReceiptNo: 12099 Received From: SQIdtCity Job Address: 268 Black Ash Road __.__Town c aura _State of Conn —.r`--_c„J itcteli Bldg Cash: 50,00 State Cash: 10.00 Bldg Check: _ S306,76 State Check: $6,26 Bldg Credit: 0 00 State Credit: S0,00 Fire Cash: _moo_ Fire Check: nn Fire Credit: S0 nn Construction Value: 523.970,00 CheckNo: Demolition Value: — 767869 $0.00 ("1 Received By: Carmen Kneeland " ji A Address: 268 Black Ash Road ITEM OTY 5/UNIT TOTAL BUILDING AREA Building Plumbing MxWt Ii9N EMatrjCld Basement,Finished SF $ 41.96 $ Interior Renovations SF $ 36 09 $ g S AMENITIES Kitchen EA $ - $ $ _ Full Bathroom EA $ Hatt-Bathroom EA S S 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 $ Masonrywitfireplace 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 5 Porch SF $ 149.38 5 Sunroom SF $ 176.90 5 - 5 POOLS 8 HOT TUBS Hot Tub EA $ 8,016.25 $ Inground Pool EA $ 31,550.00 5 $ Above Ground Round EA 5 6,299.46 $ $ Above Ground Oval EA S 7,019.75 $ S 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 $ S - RENOVATIONS Roofing,Overlay SF $ 3.50 $ Roofing,Strip 8 reroof SF $ 4.50 $ Roof Sheathing SF 5 1 51 $ - Siding SF $ 6.75 $ Windows EA $ 550.00 $ Skylights EA $ 1,051.10 S Doors.Exterior EA $ 601.50 $ Oil Tank,275 Gallon EA Oil Tank,550 Gallon EA $ $ - MISCELLANEOUS CALCULATIONS $ 7.191.00 $ 16,779.00 TOTALS $ 7,191.00 $ - 5 - $ 16,779.00 PERMIT FEE CALCULATIONS Construction Value Fee Building Plumbing $ 7,191.00 $ 96.00 Mechanical y $ - $ Electrical y $ $ Working before Permit Issuance y $ 16,779.00 $ 204.00 Certificate of Occupancy Fee $ Plan Review Fee $ State Education Fee $ $ 6.23 TOTALS $ 23,970.00 $ 306.23 Figures are based on the 2006 RS Means Residential Cost Data TOWN OF MONTVILLE Building Department 310 NORWICH-NEW LONDON TURNPIKE U NCASV I LLE, CT 06382-2599 TEL. (860) 848-3030 X382 FAX. (860) 848-7231 BUILDING PERMIT Permit Number: B2016-0472 Date: 30-Nov-16 Map/Lot: 028/005-080 Owner ID: 5361000 Project Location: 6 PARTRIDGE HOLLOW Unit: Job Description: Install 15.34kW Roof Mounted Solar Panels Owner Nam Christopher&Tammy Whisman Tenant Name N/A Careof: 115 Crossing Court Whitmore Lake MI 48189- Telephone: (860)861-7258 Applicant Name Amy laciofano Telephone: (508)640-5398 DBA: SolarCity Lic/Reg Type HIC Lic/Reg N 632778 70 Centre of New England Blvd. Exp Date: 30-Nov-17 Coventry RI 02816- Construction Value Permit Fees Construction Information Building Value: $16,000.00 Building Fee: $192.00 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: $39,000.00 Electrical Fee: $468.00 Construction Type IRC Total Value: $55,000.00 Penalty Fee: $0.00 Permit Code: R4 C of 0 Fee: $0.00 Comment Plan Review Fe $0.00 State Ed Fee: $14.30 Total Fee Paid: $674.30 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 0 Certificate of Appr•val Ce "•• - o occupancy Building Official's Approval: � Town of Montville Building Department 310 Norwich-New London Tpke. Tel.860-848-3030, Ext 382 UncasviUie, CT 06382 Fax. 860-848-7231 RESIDENTIAL PERMIT APPLICATION FORM Permit No.: 6(3U1 Le—0'41; Type of Work Occupancy'lupe Permit Type 0 New Construction fl Single Family 0 Building B Addition 0 Two-Family 0 Plumbing 0 Alteration 0 Townhouse 0 Mechanical 0 Accessory Structure 0 Electrical CRS#: Property Address: 6 Partridge Hollow (Number) (Street) (Unit) Job Description: Installation of 59 Roof Mounted Solar Panels @ 15.34 kW. Owner: Tammy Whisman Address: 6 Partridge Hollow City: Montville State: CT Zip Code: 06370 Telephone t860 861 7258 Applicant: Amy laciofano DBA: SolarCity Corporation ' Address: 70 Centre of New England Blvd City: Coventry State: RI zip Cade:02816 Telephone(508 640 5398 Contractors -Complete the Following: License Type: HI C License No.:0632778 Expiration Date:11/30/17 f hereby cerfy that the proposed want wlfr conforrrr to the State Staitt itg Code and aft 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. Owner/Agent Signature:. _ om I tc1 LA U Date: 11/28/16 Construction Value Permit Fees Building Value: 'q I 2/ i 1�,'1.- LI Building Fee: t q D.00 Plumbing Value: Plumbing Fee: Mechanical Value: ll Mechanical Fee: Eleciacai Value: , )9 t)b ,a Electrical Fee: y liPe Total Value: 5 6_23, Penalty Fee: C of 0 Fee: Plan Review Fee: State Ed Fee: i 9"-J' (—) Total Fee: (e-1,-.1_ C) 4irvisedAugust 23,2007 Tsm energize Permit#[For Jurisdiction Use]: CONNECTICUT PAGE 1 OF 3 CT Standardized Solar PV Permit Application Supplement Please fill in the following information and submit ALL applicable attachments. Date: 11/28/2016 59 SOLAR ELECTRICAL PANELS TO ROOF OF EXISTING HOME TO BE INTERCONNECTED General Description of Solar PV Array: TO HOMES ELECTRICAL SYSTEM System Size(kW DC): 15.34 kW Solar PV Mounting Information Mounting Type(roof,pole,ground,other-specify): Roof 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):9'-18' Is the building permitted? MI Yes 0 No 0 NA If no,reason: Electrical Description Size(amps)and type(phase,voltage)of electrical service: 200A single phase 120/240V Amperage of main breaker: 200A Will the value of main breaker change? 0 Yes U No To: Rated amperage of the bus bar in the main panel:200A Type of interconnection(e.g. breaker-load side,supply-side interconnect): SUPPLY SIDE CONNECTION 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/sunrisene) ❑ 1.Additional Subcontractors and Information ❑ 2.One-Line Electrical Drawing El 3.One-Line Site Plan Drawing I] 4.Attachment Details(Line Drawing)* D 5. Solar PV Module Specification Sheets From Manufacturer ❑✓ 6. Inverter Specification Sheets From Manufacturer ❑ 7. Pole or Ground Mount Information(if applicable)* ❑ 8. Structural Evaluation (if 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 OR Attachment 7 for pole/ground- mounted systems,not both. ( Version 8.1.2014 sM energize CT CONNECTICUT PAGE 2 OF 3 Instructions for ATTACHMENTS to the Connecticut Standardized Solar PV Permit Application Please Complete the Application Form(page 1)and provide all applicable Attachments based on the below instructions for Attachments 1-8.Attachment 8 is a Structural Evaluation to be completed if required by the municipality. Additional information required by a municipality for large solar PV systems can be submitted as a 9th Attachment. Example Attachments(e.g.sample drawings)can be found at www.energizect.com/sunrisene. Each Attachment—Subcontractor List and (Attachment 2 continued) Drawings—Must Include: • Interconnection method • Date –Size of overcurrent protection • Property Owner • Number,type and electrical configuration of solar panels –Name • Number and type of Inverters –Address •Values for source stickers: NEC 690.53;NEC 690.54 –Contact phone number (Encouraged,Not Required) • Installation Company •Wiring methods –Name of company and contact person –Wire Type(s),Size –Address –Conduit Type(s),Size –Contact phone number •Solar metering(If Appropriate) • Drawing number and Revision number or other control • Electrical current contribution from all PV sources method • Electrical grounding details:Wire Type,Size,GEC •Drawing designer Attachment 3.One-Line Site Plan Drawing Must Show: Attachment 1.Additional Subcontractor List (If Needed,as per Permit Application) • Location of solar panels • Location of Inverters and major equipment Attachment 2.One-Line Electrical Drawing • Location of roof obstructions(Vents,Chimneys,etc.) Must Show: • Location of Main Breaker Panel •Size of electrical service • Location of Utility Meter –Size of Main Breaker • Location of AC disconnect –Size of Bus Bar(If Known) • Location of batteries and/or charge controllers(If •Type of electrical service Appropriate) • If interconnection point is a subpanel • Location of solar metering(If Appropriate) –Size of Subpanel Main Breaker • Planned conduit path (Encouraged,Not Required) –Size of Subpanel Bus Bar(If Known) •Gross dimensions of structure(If Appropriate) • Nominal power of solar system(Watts) •Approximate layout of building or other structure –DC Capacity: Nameplate "STC"Value of all (If Appropriate) panels,watts • Property lines,zoning,and setback considerations –AC Capacity:Total AC capacity of Inverters,watts (If Appropriate) • Batteries (If Present):Type,Quantity, Nominal •Trenching details: Location,Depth and Length of Voltage,Capacity kWh Trench (If Appropriate) –HZ mitigation methods(If Necessary) •A notation indicating scale—or not to scale (Both are Acceptable) Version 8.1.2014 energize CT 5M CONNECTICUT PAGE 3 OF 3 Instructions for ATTACHMENTS to the Connecticut Standardized Solar PV Permit Application Attachment 4.Attachment Details for Roof-Mounted Attachment 8.Structural Evaluation(if required by Systems(Line Drawing) Must Show:* the municipality) • Racking System • NOTE: If this Attachment is required by the municipality it must be submitted in a format accepted —Manufacturer of racking structure by the municipality(see two examples,listed below). —Model Installers should contact the municipality's Building —Type Department to determine what documentation • Flashing description will meet the municipality's Structural Evaluation • Fastener detail requirements. —Type of fasteners,e.g. Lag Screws, Seam Clamps, Two potentially acceptable formats are: Ballast 1. Structural Review Worksheet(available at www. o If Lag Screws include: energizect.com/sunrisene). This worksheet can (1)Type(e.g.Zinc,Stainless steel) be used by an installer to meet the Structural (2)Size of Lag Evaluation requirements of a municipal Building (3)Depth of Thread Penetration Department if the department specifically (4)Type of Sealant(e.g. caulk) authorizes its use for that purpose. • Mitigation of Dissimilar Metals OR —Describe how any dissimilar metals will be isolated 2. Proof of a Structural Review performed by a Registered Design Professional(e.g. Professional Attachment 5. Solar PV Module Specification Sheets Engineer). (provide PDF from manufacturer) Attachment 9.Additional information required for Attachment 6. Inverter Specification Sheets larger solar PV systems (provide PDF from manufacturer) •This Standardized Solar PV Permit Application Supplement can also be used to permit larger Attachment 7.Pole Mount or Ground Mount systems. If a municipality requires additional Information(if applicable):* information to permit larger systems,they should • Racking system specify the information needed as a 9th attachment to • Mounting specification sheets and details from the application. manufacturer(PDFs) •Manufacturer's Pre-Engineered Document or PE Stamp •Code Compliance Manual(If Requested by Municipality) •One-way distance from the Solar PV system to the interconnection point • Electrical grounding details • Height of solar PV system at maximum design tilt •Applicable zoning information if not shown on site plan(e.g.setback from property line) *NOTE:Applicants should submit either Attachment 4 for roof-mounted systems OR Attachment 7 for pole/ground- mounted systems,not both. Version 8.1.2014 Town of Montville Building Department File Receipt Date: 28-Nov-16 ReceiptNo: 11874 Received From: SolarCity Job Address: 6 Partridge Hollow Town Fees Collected State of Connecticut Fees Collected Bldg Cash: $0.00 State Cash: 10.00 Bldg Check: 1674.30 State Check: $14 30 Bldg Credit: 10.00 State Credit: $0.00 Fire Cash: $0.00 Fire Check: 10.00 Fire Credit: 10.00 Construction Value: 155.000.00 Demolition Value: 10.00 CheckNo: 809182 ,{A► Received By: Carmen Kneeland rF� � m Q (I A . �VU J Address: 6 Partridge Hollow TOTAL ITEM OTY $/UNIT 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- YIN $ Air Conditioning n- Y/N $ - fl ELECTRICAL SERVICE p. 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 $ - E Masonry w/2 fireplaces - EA $ 11,095.70 $ - t Wood Stove,free standing - EA $ 2,692.25 $ - 1 Wood stove insert EA $ 1,859.77 $ - DECKS,PORCHES,SUNROOMS 3 Deck SF $ 44.07 $ - i Porch - SF $ 149.38 $ - Sunroom - SF $ 176.90 $ - $ - 1 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 $ 8,98425 $ - $ 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 $ 16,000.00 $ 39,000.00 TOTALS $ 16,000.00 $ - $ - $ 39,000.00 PERMIT FEE CALCULATIONS Construction Value Fee Building $ 16,000.00 $ 192.00 Plumbing y $ - $ Mechanical y $ - $ - Electrical y $ 39,000.00 $ 468.00 Working before Permit Issuance $ - Certificate of Occupancy Fee $ - Plan Review Fee $ State Education Fee $ 14.30 TOTALS $ 55,000.00 $ 674.30 Figures are based on the 2006 RS Means Residential Cost Data • SolarCity May 2,2016 Dear Sir or Madam, This letter is to verify that Amy laciofano is an authorized representative and employee of SolarCity Corporation and is authorized to pull any and all permits, business licenses, and other project related documents as needed. Please give us a call if you have any questions. Sincerely, Stephen Zariczny Regional Operations Manager, 70 Centre of New England Road RI Warehouse, Coventry RI 02816 1 CT Contractor's License #HIC.0632778 1 4 ..rZ,17 C.IRPOR.\I1:rN STATE OF CONNECTICUT DEPARTMENT OF CONSUMER PRO FECTION ir, 5 ('.1pitoI A V e n u e + 11ar1I ,trrl t_ rrltl1t'. l Cut 1►I, Int; Attached is your home Improvement Contractor Registration. This regist:ution is not transferable. The Department of Consumer Protection must be notified of any changes to your registration within thirty(3o)days of such change. Questions regarding this registration can be directed to the License Services Division at(86o) 713-6000 or email dc_.licenseservicesOct.gov. Visit our web site at www.ct.gov/dcp to ver; v registrations,download applications and the booklet for The Connecticut Contractor for Home Improvement and New Itome Construction. STATE OF CONNECTICUT PE.PAR TNI \1 tit (ON NI tItR PROTECTION HOME IMPROVEMENT CONTRACCO c2 SOLARCITY CORPORATION SOLARCITY CORPORATION 3055 CLEARVIEW WAY 3055 CLEARVIEW WAY SAN MATEO,CA 94402-3709 SAN MATEO,CA 94402-3709 1 r --- V% — C,::-FT.,: HI C.0632778 12/01/2015 11/30/2016 'S a,,r a ♦ a • _..4..1 .•••• ' a i a b a _ i /-: A r'_ 4..a s/I` , 1." ._3 p +\A`_ : to ST.-ATE OF CONNECTICUT + DFPARTMEN I OF CONSUMER PROTECTION ' It Be it known that • i O.I...A C[CY CORPORATION MSS (. LEARVIEW WAY • . -, SAN MATEO CA 94402-3709 r • :� .' • IS a:r'ifieti I rile I)tl:arhnrnl •,1"(.ultsu1i1rr Protection ar a rc,i.,:.•rcd :r ' HOME IMPROVEMENT CONTRACTOR • i t f' • ij :•. Registration # El iC.0632778 .,,.,•1 : ) '"� Effective: 12/01120-15I ' Expiration: 11/3U/ii• �t: i c�. ""_. j•• 4i,..„,i...1 L+rn+,l:..nrn•u.ri.rrr R AU? � DATE IMIADOP r/2) CERTIFICATE OF LIABILITY INSURANCE 08/19)2316 THIS CERTIFICATE IS ISSUED AS A NATTER 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 pollcyjles)must be endorsed. If SUBROGATION IS WANED,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 endorserne(It(s). CONTACT PRODUCER RISK A INSURANCE SERVICES mule i .-. _-_ _ ._.. Iy FAX— 346 CAUFORNIA STREET,SUITE 1300NE 1.tU!!c._'IRI;__. CALIFORNIA UCI 9SE NO.0437'153 INC-Its-Ext)...___.. _.. _ - _-_• - .. SAN FRANCISCO.CA 94104 _6' ._:__...___..__-__—•-.-.... - _. . ....._._--....__-. AM:Shannon W19416-7438334 INSURERS)AFPDRDI G COVERAGE NAIL A 913301-STND•GAYAJE-1&47INSURER*:hitch Ameroe Canpan! _....__.,,1� .�_ _..__ INSURED UUaLRaREx -. .. WA 3055Cleervi3WWay NIslunEtc_iii _..___.... ..._. .... ...,.INA !.. ..._.__. San 11455,CA 94402 .._ .. .. . ...: ..•• - p in AMNION ZsRidl SINSalloQ Coplpsnr-.. .: . .... 40142. - . • INSURBt F! COVERAGES CERTIFICATE NUMBER: SE4003003278-01 REVISION NUMBER:6 THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED_ NOTWITHSTANCING ANY REQUIREMENT.TERM OR CONAl11ON OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO IMIICH This CERTIFICATE MAY SE ISSUED OR MAY PERTAIN.THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, TITS OF INSURANCE rAan >�n LIMNS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. EXCLUSIONS CONDITIONS LF IABILITY POLICSE3. .• ....-............._.........._..... ._. __ [ _,_........... ...........-._....... .. .........._- --- . kiCi LSR I t POLICY ISIM5 YYY1 I t�MLDOO+YTYYY► LUSTS I 01820111.01 098)112016 09101!?Dt7 TACH OCCURREt1GE _5_...__T 1,000.000 w - J cvaas•wADE L.J OCCUR F a a 4L5 1,000.000 X Slit 6250.000RED EXP i!r!ens Pel S 5,000 PERSONAL a.ADVRIJURY $ 1,000,000 (EN1.AGUREGATE LAUT IAPPLIES PER GENERAL AGGREGATE S Z000,000x POLICY C]QCI_ }T PRODUCTS:COMP/OP AOG_3 2.000,000 BAPD182017.01 09 1112010 0910112017 CDMaINED SINGLE LIMIT $ 1,048000 A AYTOIgaII!>•LAaIUTY .1£A?nnitooIl. ........_... .._....., ...,.. .. ....._._.� X AMy AUTOB DILY INJURY Ospan(ct) i X PAL OWNED X SCHEDULED BODILY INJURY(Per sceldsnt) S , AUTOS X TY DAMAGE HIRED AUTOS x AUNON-CPAINED 4P5Lif PROPit -_ -�-.__ _ 1 S rUMBRELLAUAr; OCCUR EACH OCCURRENCE S EtC®3 LIAa �A AS-MADE AGGREGATE 6 ORO 1 •�RErEp/OQp13 Q WORKERSCOMPFI(sATION ''NC0182014-01(ADS) 09101/2016 09J01/2017X H- AND EMPLOYER�LIABILITY �ME. I.4'?3--- ..._ ..__.. D ANY PROPRIETOR+PARTNER/DCEC UTIVE Yl# Y0;016201541 91* 0910V2016 09 )1/2011 R L EACHAcetoElrr t.......... 1000,000 OFFICE iRAREMHER EXCLuver7 N NIA A (Mandatary kr NN) -.. .. ...._. , wsei$XOU;01-(CA)- _ ... •09a1R016. 09+01°917-- rt.OISEASeveA MPCOYEE 1 •.1,0400 - PERAT14M3below t.{Rli:5r Pl)1 en:ees 016 CE3R'slRQk.,. ..-'... 4 iligAet-POWYLEAD f .1,.i0,601./: - DESCRIPTION OF OPERATIONS!LOCATIONS I VEHICLES WORD 101,AddRlonat Ream*:*ecsoduM,Indy be atll bbd If raan space is requrredl - CERTIFICATE HOLDER CANCELLATION SolarCity Corporation SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE •3055Goan/few Way THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Bari Mateo,CA 94402 ' ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPR66ENTAfYE of Marsh Rick 4:insurance Services I Stephanie Gueiumi . .4 6 - - " 01086.2014 ACORD CORPORATION. All lights reserved. ACORD 25(2014101) The ACORD name and logo are registered marks of ACORD Town of Montville Building Department CONSTRUCTION PERMIT APPROVAL Applicant is responsible for obtaining ail of the required approvals. No permit will he issued until all the required signatures are obtained. 6 Partridge Hollow Montville, CT 06370 Property Address Install solar electric panels with any upgrades as specified by PE within design set. 59 panels @ 15.34 k\ Job Description Required Department Permit Issuance Approval Approval \j Tax Collector ii/-2-.SJ) �� ii/-2•S,J, Signature/date Comments: Planning &Zoning Signature/date Comments: j Fire Marshal � �i l \� [I _ Comments: t t.\/r) ,eature/date a i4-k-fo ❑ Health Department Required for properties with private septic or Wei! Comments: 111 WPCA, Administrative 1911 _ -e, a, t Required for properties on sewer Signature/date Comments: ❑ WPCA, Operations When Required by WPCA Signature!date Comments: ❑ Department of Public Works Required when prgJec-1 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: ❑ State Dept. of Transportation Required for Structures over 100,000 sq.ft.or with more then 200 parking spaces-Official copy of STC Certificate of Operation required—per CGS 14-311 Signature/date Building Department Review Complete Signature/date awisedA{ay?3,2011 Version#64.1 -TBD SoIarCityPI November 25, 2016 RE: CERTIFICATION LETTER Project/Job # 0633290 Project Address: Whisman Residence 6 Partridge Hollow Montville, CT 06370 AHJ Montville SC Office Rhode Island Design Criteria: -Applicable Codes = 2012 IBC/IRC w/ CT Amendments, ASCE 7-10, and 2012 NDS - Risk Category = II -Wind Speed = 135 mph, Exposure Category C, Partially/Fully Enclosed Method -Ground Snow Load = 35 psf - MP1: 2x4 @ 24"OC, Roof DL = 7 psf, Roof LL/SL = 29.995 psf(Non-PV), Roof LL/SL = 29.995 psf(PV) - MP2: 2x4 @ 24" OC, Roof DL = 7 psf, Roof LL/SL = 29.995 psf(Non-PV), Roof LL/SL = 29.995 psf(PV) - MP3 LO: 2x4 @ 24"OC, Roof DL = 7 psf, Roof LL/SL = 29.995 psf(Non-PV), Roof LL/SL = 29.995 psf(PV) - MP3 HI : 2x4 @ 24" OC, Roof DL = 7 psf, Roof LL/SL = 29.988 psf(Non-PV), Roof LL/SL = 29.988 psf(PV) Note: Per IBC 1613.1; Seismic check is not required because Ss = 0.22413 < 0.4g and Seismic Design Category(SDC) = B < D To Whom It May Concern, A jobsite survey of the existing framing system of the address indicated above was performed by a site survey team from SolarCity. Structural evaluation was based on site observations and the design criteria listed above. Based on this evaluation, I certify that the existing structure directly supporting the PV system is adequate to withstand all loading indicated in the design criteria above based on the requirements of the applicable existing building and/or new building provisions adopted/referenced above. Additionally, I certify that the PV module assembly including all standoffs supporting it have been reviewed to be in accordance with the manufacturer's specifications and to meet and/or exceed all requirements set forth by the referenced codes for loading. 001111//// The PV assembly hardware specifications are contained in the plans/docs submitted for approval. ‘N%`` GO KNEp C' • Digitally signed by Humphrey �� = .�. Sincerely, e ...1 Kariuki :N Humphrey Kariuki, P.E. #% N°' ,40:,F.-.• Professional Engineer Date: 2016.11 .25 17:24:57 -05'00' '�. ''•`•=�E•"•''�;�� T: 443.451.3515 �j/°Ar331i0N;;��� email: hkariuki@solarcity.com 3055 Clearview Way San Mateo,CA 94402 ,(650)638-1028 (888)SOL-CITY F(650)638-1029 solarcity.com ;:... -.::,:HOC 744771,VCL 24545.1,iA i9l13.558104.w LC8041.CT NIC 0632718/ELC 0126305.DC 41461400)084/ECC902685.DE 2011120556/T1-6032,FL EC13006226.NI CT-29774.n/6-0052.MA MC 168572/ EL 1146MR.NO MC 128918/11805,NC 30801-IJ.NH 0347C/12523M,NJ NAVCI13VN06160600/44E80'7327W,NM btVN 79590..NV NV2012835172/C2-0078648!82-0079719.OH El 47707:OR C8e049B/C562.PA MCPA077343.Rl AC004714/R;38313.IX TECL27004.UT 8726950.6501.VA ELE2705153278.VT EM-05829.WA SOLAAC•91907/SOLARC•90609.ATb.ny 439.Grwn4 A-486.Nam.N2409710000.Putnam PC4041.Roskt.nd N-11661-40-00.00.SNFoR 62057-H.W.tch•st-WC-26088-113,N Y 0 2 0 013 84-DCA SCENIC:N Y C Licensed E1.cnlcion.012610.0004485.155 Wet-St.6th FI.Unit 10.Bro.Ny,NY 11201 02013966-0CA A6 bans poodd by SolarClty Flnanc*Comp.ry.LLC CA FI nom.L*nMr.Uc.o.6054794 Sol NCI t•Flnanc.Comp.ry.LLC It NC.,..d ty the Dd.*.r.Stat*Bonk Commiwon.r to-yap In b1W nos t In Ode*w.wide license number 019422.MD Corn un-Loon LIc.n.*2241.NV Mtaanwnt Loan Linen.*111[123/1511024.R1 LHcent*d L.,4.02016510311.TX A.y4.t.rd Cr.6tor'400050963-202404 VT Lender Livens.06766 Version#64.1-TBD Y i% OlarCit x LHARDWARE 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 64.1% _ MP2 72" 24" 39" NA Staggered 64.1% MP3 LO 72" 24" 39" NA Staggered 57.0% MP3 HI 72" 24" 39" NA Staggered 57.9% 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" 66" _ NA Staggered 71.8% MP2 48" 18" 66" NA Staggered 71.8% MP3 LO 48" 18" 66" NA Staggered 63.8% MP3 HI 48" 18" 66" NA Staggered 64.9% Mounting Plane Framing Qualification Results Structure Type Spacing Pitch Member Evaluation Results MP1 Pre-Fab Truss 24"O.C. 22° Member Analysis OK MP2 Pre-Fab Truss 24"O.C. 22° Member Analysis OK MP3 LO Pre-Fab Truss 24"O.C. 22° Member Analysis OK MP3 HI Pre-Fab Truss 24"O.C. 22° Member Analysis OK r 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 Ciearv)ew Way San Mateo,CA 94402 T(650)638 -1028 (888)SOL-CITY F(650)638-102°solarcity.com Al 05500,AR 14-8937.AZ ROC 24377VROC 245450.h - ,cT NIC 0632778'EC 1 . - Ot 2081. :ri052.MA FIC 1685721 EL 413614R.MD NIC128948/M0S.NC 3080117.NM 0347 125:3M.N.N41.0..413Vi405760600/34E8077527cs rNM t b oll69t N1 r+_ii da C2-OW6- r L.,.>ri-. ,.:47.,.4 _-=62.PA teCP15077343.R1 AC004781/Reg 3838.TXTECL27006.VT 8Y169W-5501.VA ELE2705153278.VT EM-05829.WA SOL/RC•91901/SOLARC'906P7.Albany 439.Greens A-486.Naaau M2409710000.Putnam PC6011.Rocktsnd N 11864-40-00-00.Suffolk 52057-0.Westchester WC-26088-013.N V C 120013844CA SCENYC7 N.Y .licensed F3actricien.812610.0004485.155 Water St dth Vi.164t 10.Brooklyn.NY 8201 02013966-0CA All bans proleided by SolerCity Finance Company.LLC CA Finent4 Lenders License 6054796 Sol erCity Finance Company.LLC la licensed by the Delaware State Bent Comm issiawr to engage In business in DM Mere under license number 019422.MD Consumer Loan License 2241.NV Ins taement loan I Icenee 111'023/1111024.RI LIumsed L ender a 20163103t.L.TX Registered Creditor 1400060965-202404.VT Lander License#6166 STRUCTURE ANALYSIS - LOADING SUMMARY AND MEMBER CHECK - MP1 Member Properties Summary MP1 Horizontal Member Spans Rafter Properties Overhang 1.16 ft Actual W 1.50" Roof System Properties Span 1 6.91 ft Actual D 3.50" Number of Spans(w/o Overhang) 2 Span 2 6.26 ft Nominal Yes Roofing Material Comp Roof Span 3 A(in^2) 5.25 Re-Roof No Span 4 Sx(in.^3) 3.06 Plywood Sheathing Yes Span 5 Ix(in^4) 5.36 Board Sheathing None Total Rake Span 15.46 ft TL Defl'n Limit 120 Vaulted Ceiling No PV 1 Start 1.25 ft Wood Species MSR Ceiling Finish 1/2"Gypsum Board PV 1 End 13.50 ft Wood Grade Rafter Slope 22° PV 2 Start Fb(psi) 1,650 Rafter Spacing 24" O.C. PV 2 End _ Fv(psi) 160 Top Lat Bracing Full PV 3 Start E (psi) 1,500,000 Bot Lat Bracing At Supports PV 3 End E-min(psi) 766,000 Member Loading Summary Roof Pitch 5/12 Initial Pitch Adjust Non-PV Areas PV Areas I Roof Dead Load DL 7.0 psf x 1.08 7.5 psf 7.5 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 30.0 psf 30.0 psf Total Load(Governing LC) TL 37.5 psf 40.8 psf Notes: 1. ps=Cs*pf; Cs-roof, Cs-pv per ASCE 7[Figure 7-2] 2. pf= 0.7(Ce)(Ct)(Is)py; Ce=0.9,C1=1.1, I5=1.0 Member Design Summary(per NDS) Governing Load Comb CD CL(+) CL(-) CF Cr D + S 1.15 1.00 0.94 1 1.15 Member Analysis Results Summary Governing Analysis Max Moment @ Location Capacity DCR Result (-) Bending Stress (psi) -1,682 8.1 ft -2,058 0.82 Pass CALCULATION OF DESIGN WIND LOADS - MP1 Mounting Plane Information Roofing Material Comp Roof Roof Slope 22° Rafter Spacing 24"O.C. Framing Type/ Direction Y-Y Rafters PV System Type SolarCity SleekMountTm Zep System Type ZS Comp Standoff(Attachment Hardware) Comp Mount SRV Spanning Vents No Wind Design Criteria Wind Design Code IBC 2012 ASCE 7-10 Wind Design Method Partially/Fully Enclosed Method Ultimate Wind Speed V-Ult 135 mph Fig. 1609A Exposure Category C Section 26.7 Roof Style Gable Roof Fig.30.4-2A/B/C-5A/B Mean Roof Height h 25 ft Section 26.2 Wind Pressure Calculation Coefficients Wind Pressure Exposure KZ 0.95 Table 30.3-1 Topographic Factor KA 1.00 Section 26.8 Wind Directionality Factor Kd 0.85 Section 26.6-1 Importance Factor I NA _ qh = 0.00256(Kz)(Kzt)(Kd)(V^2) Equation 30.3-1 Velocity Pressure qh 37.5 psf Wind Pressure Ext. Pressure Coefficient(Up) GCp (Up) -0.88 Fig.30.4-2A/B/C-5A/B Ext. Pressure Coefficient(Down) GCp(Down) 0.45 Fig.30.4-2A/B/C-5A/B Design Wind Pressure p p = qh (GCp) Equation 30.4-1 Wind Pressure Up P(up) -32.8 psf Wind Pressure Down Pcdown) 16.9 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 20 sf PV Assembly Dead Load W-PV 3.0 psf Net Wind Uplift at Standoff T-actual -351 lbs Uplift Capacity of Standoff T-allow 548 lbs Standoff Demand/Capacity DCR 64.1% X-Direction Y-Direction Max Allowable Standoff Spacing Portrait 48" 66" 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 -394 lbs Uplift Capacity of Standoff T-allow 548 lbs Standoff Demand/Capacity DCR 71.8% STRUCTURE ANALYSIS - LOADING SUMMARY AND MEMBER CHECK - MP2 Member Properties Summary MP2 Horizontal Member Spans Rafter Properties Overhang 1.16 ft Actual W 1.50" Roof System Properties Span 1 6.91 ft Actual D 3.50" Number of Spans(w/o Overhang) 2 Span 2 6.26 ft Nominal Yes Roofing Material Comp Roof Span 3 A(in^2) 5.25 Re-Roof No Span 4 Sx(in.^3) 3.06 Plywood Sheathing Yes Span 5 Ix(inA4) 5.36 Board Sheathing None Total Rake Span 15.46 ft TL Defl'n Limit 120 Vaulted Ceiling No PV 1 Start 1.25 ft Wood Species MSR Ceiling Finish 1/2"Gypsum Board PV 1 End 13.58 ft Wood Grade Rafter Slope 22° PV 2 Start Fb(psi) 1,650 Rafter Spacing 24" O.C. PV 2 End Fv(psi) 160 Top Lat Bracing Full PV 3 Start E (psi) 1,500,000 Bot Lat Bracing At Supports PV 3 End E-min(psi) 766,000 Member Loading Summary Roof Pitch 5/12 Initial Pitch Adjust Non-PV Areas PV Areas Roof Dead Load DL 7.0 psf x 1.08 7.5 psf 7.5 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 11/511'2 35.0 psf x 0.86 I x 0.86 30.0 psf 30.0 psf Total Load(Governing LC) TL 37.5 psf 40.8 psf Notes: 1. ps=Cs*pf; Cs-roof,Cs-pv per ASCE 7[Figure 7-2] 2. pf= 0.7(Ce)(Ci)(I,)p9; Ce=0.9,c=1.1, I5=1.0 Member Design Summary(per NDS) Governing Load Comb CD CL(+) CL(-) CF Cr D + S 1.15 1.00 0.94 1 1.15 Member Analysis Results Summary Governing Analysis Max Moment @ Location Capacity DCR Result (-) Bending Stress (psi) -1,683 8.1 ft -2,058 0.82 Pass CALCULATION OF DESIGN WIND LOADS - MP2 Mounting Plane Information Roofing Material Comp Roof Roof Slope 22° Rafter Spacing 24"O.C. Framing Type/ Direction Y-Y Rafters PV System Type SolarCity SleekMount."' Zep System Type ZS Comp Standoff(Attachment Hardware) Comp Mount SRV Spanning Vents No Wind Design Criteria Wind Design Code IBC 2012 ASCE 7-10 Wind Design Method Partially/Fully Enclosed Method Ultimate Wind Speed V-Ult 135 mph Fig. 1609A Exposure Category C Section 26.7 Roof Style Gable Roof Fig.30.4-2A/B/C-5A/B Mean Roof Height h 25 ft Section 26.2 Wind Pressure Calculation Coefficients Wind Pressure Exposure KZ 0.95 Table 30.3-1 Topographic Factor Kn 1.00 Section 26.8 Wind Directionality Factor Kd 0.85 Section 26.6-1 Importance Factor I NA qh = 0.00256(Kz)(Kzt)(Kd)(V^2) Velocity Pressure qh Equation 30.3-1 37.5 psf Wind Pressure Ext. Pressure Coefficient(Up) GCp(Up) -0.88 Fig.30.4-2A/B/C-5A/B Ext. Pressure Coefficient(Down) GCp(Down) 0.45 Fig.30.4-2A/B/C-5A/B Design Wind Pressure p p = qh (GCp) Equation 30.4-1 Wind Pressure Up Pcuo) -32.8 psf Wind Pressure Down Prdownl 16.9 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 20 sf PV Assembly Dead Load W-PV 3.0 psf Net Wind Uplift at Standoff T-actual -351 lbs Uplift Capacity of Standoff T-allow 548 lbs Standoff Demand/Capacity DCR 64.1% X-Direction Y-Direction Max Allowable Standoff Spacing Portrait 48" 66" 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 -394 lbs Uplift Capacity of Standoff T-allow 548 lbs Standoff Demand/Capacity DCR 71.8% mi STRUCTURE ANALYSIS - LOADING SUMMARY AND MEMBER CHECK - MP3 LO Member Properties Summary MP3 LO Horizontal Member Spans Rafter Properties Overhang 1.16 ft Actual W 1.50" Roof System Properties Span 1 4.37 ft Actual D 3.50" Number of Spans(w/o Overhang) 3 Span 2 7.88 ft Nominal Yes Roofing Material Comp Roof Span 3 6.03 ft A(in^2) 5.25 Re-Roof No Span 4 Sx(in.^3) 3.06 Plywood Sheathing Yes Span 5 Ix(in^4) 5.36 Board Sheathing None Total Rake Span 20.97 ft TL Defl'n Limit 120 Vaulted Ceiling No PV 1 Start 3.00 ft Wood Species MSR Ceiling Finish 1/2"Gypsum Board PV 1 End 27.50 ft Wood Grade Rafter Slope 22° PV 2 Start Fb(psi) 1,650 Rafter Spacing 24"O.C. PV 2 End Fv(psi) 160 Top Lat Bracing Full PV 3 Start E(psi) 1,500,000 Bot Lat Bracing At Supports PV 3 End E-min(psi) 766,000 Member Loading Summary Roof Pitch 5/12 Initial Pitch Adjust Non-PV Areas PV Areas Roof Dead Load DL 7.0 psf x 1.08 7.5 psf 7.5 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 30.0 psf 30.0 psf Total Load (Governing LC) TL 37.5 psf 40.8 psf Notes: 1. ps=Cs*pf; Cs-roof,Cs-pv per ASCE 7[Figure 7-2] 2. pf= 0.7(Ce)(CO(Is)pg; Ce=0.9,Cr=1.1, s=1.0 Member Design Summary(per NDS) Governing Load Comb CD CL(+) CL(-) CF Cr D + S 1.15 1.00 0.93 1 1.15 Member Analysis Results Summary Governing Analysis Max Moment @ Location Capacity DCR Result (-) Bending Stress (psi) -1,672 13.1 ft -2,020 0.83 Pass CALCULATION OF DESIGN WIND LOADS - MP3 LO Mounting Plane Information Roofing Material Comp Roof Roof Slope 22° Rafter Spacing 24"O.C. Framing Type/ Direction Y-Y Rafters PV System Type SolarCity SleekMountTM Zep System Type ZS Comp Standoff(Attachment Hardware) Comp Mount SRV Spanning Vents No Wind Design Criteria Wind Design Code IBC 2012 ASCE 7-10 Wind Design Method Partially/Fully Enclosed Method Ultimate Wind Speed V-Ult 135 mph Fig. 1609A Exposure Category C Section 26.7 Roof Style Gable Roof Fig.30.4-2A/B/C-5A/B Mean Roof Height h 15 ft Section 26.2 Wind Pressure Calculation Coefficients Wind Pressure Exposure KZ 0.85 Table 30.3-1 Topographic Factor KA 1.00 Section 26.8 Wind Directionality Factor Kd 0.85 Section 26.6-1 Importance Factor I NA _ qh = 0.00256(1(z)(Kzt)(Kd)(V^2) Velocity Pressure qh EquationEquation 30.3-1 33.7 psf Wind Pressure Ext. Pressure Coefficient(Up) GCp(Up) -0.88 Fig.30.4-2A/B/C-5A/B Ext. Pressure Coefficient(Down) GCp(Down) 0.45 Fig.30.4-ZA/B/C-5A/B Design Wind Pressure p p = qh (GCp) Equation 30.4-1 Wind Pressure Up Pmp) -29.5 psf Wind Pressure Down Pcdown) 16.0 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 20 sf PV Assembly Dead Load W-PV 3.0 psf Net Wind Uplift at Standoff T-actual -312 lbs Uplift Capacity of Standoff T-allow 548 lbs Standoff Demand/Capacity DCR 57.0% X-Direction Y-Direction Max Allowable Standoff Spacing Portrait 48" 66" 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 -350 lbs Uplift Capacity of Standoff T-allow 548 lbs Standoff Demand Ca'aci DCR 63.8% STRUCTURE ANALYSIS - LOADING SUMMARY AND MEMBER CHECK - MP3 HI Member Properties Summary MP3 HI Horizontal Member Spans Rafter Properties Overhang Actual W 1.50" Roof System Properties Span 1 5.42 ft Actual D 3.50" Number of Spans(w/o Overhang) 2 Span 2 5.42 ft Nominal Yes Roofing Material Comp Roof Span 3 A(in^2) 5.25 Re-Roof Plywood Sheathing No Span 4 Sx (in.^3) 3.06 Yes Span 5 Ix(in^4) 5.36 Board Sheathing None Total Rake Span 11.69 ft TL Defl'n Limit 120 Vaulted Ceiling No PV 1 Start 3.00 ft Wood Species MSR Ceiling Finish 1/2"Gypsum Board PV 1 End 27.50 ft Wood Grade Rafter Slope 22° PV 2 Start Fb(psi) 1,650 Rafter Spacing 24" O.C. PV 2 End Fv(psi) 160 Top Lat Bracing Full PV 3 Start E(psi) 1,500,000 Bot Lat Bracing At Supports PV 3 End E-min(psi) 766,000 Member Loading Summary Roof Pitch 5/12 Initial Pitch Adjust Non-PV Areas PV Areas Roof Dead Load DL 7.0 psf x 1.08 7.5 psf 7.5 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 36.0 psf x 0.83 I x 0.83 30.0 psf 30.0 psf Total Load (Governing LC) TL 37.5 psf 40.8 psf Notes: 1. ps =Cs*pf; Cs-roof, Cs-pv per ASCE 7[Figure 7-2] 2. pf= 0.7(CO(CO(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 0.96 1 1.15 Member Analysis Results Summary Governing Analysis Max Moment @ Location Capacity DCR Result (-) Bending Stress (psi) -1,149 5.4 ft -2,102 0.55 Pass CALCULATION OF DESIGN WIND LOADS - MP3 HI Mounting Plane Information Roofing Material Comp Roof Roof Slope 220 Rafter Spacing 24"O.C. Framing Type/ Direction Y-Y Rafters PV System Type SolarCity SleekMountTM Zep System Type ZS Comp Standoff(Attachment Hardware) Comp Mount SRV Spanning Vents No Wind Design Criteria Wind Design Code IBC 2012 ASCE 7-10 Wind Design Method Partially/Fully Enclosed Method Ultimate Wind Speed V-Ult 136 mph Fig. 1609A Exposure Category C Section 26.7 Roof Style Gable Roof Fig.30.4-2A/B/C-5A/B Mean Roof Height h 15 ft Section 26.2 Wind Pressure Calculation Coefficients Wind Pressure Exposure KZ 0.85 Table 30.3-1 Topographic Factor KA 1.00 Section 26.8 Wind Directionality Factor Kd 0.85 Section 26.6-1 Importance Factor I NA qh = 0.00256(Kz)(Kzt) (Kd)(V^2) Equation 30.3-1 Velocity Pressure qh 34.2 psf Wind Pressure Ext. Pressure Coefficient(Up) GCp (Up) -0.88 Fig.30.4-2A/B/C-5A/B Ext. Pressure Coefficient(Down) GCp(Down) 0.45 Fig.30.4-2A/B/C-5A/B Design Wind Pressure p p = qh(GCp) Equation 30.4-1 Wind Pressure Up P(up) -29.9 psf Wind Pressure Down P(down) 16.0 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 20 sf PV Assembly Dead Load W-PV 3.0 psf Net Wind Uplift at Standoff T-actual -317 lbs Uplift Capacity of Standoff T-allow 548 lbs Standoff Demand/Capacity DCR 57.9% X-Direction Y-Direction Max Allowable Standoff Spacing Portrait 48" 66" 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 -355 lbs Uplift Capacity of Standoff T-allow 548 lbs Standoff Demand/Capacity DCR 64.9% L 4 �2 Q 0 ` 3g a m !6F, ° o �o 4o g�" a. •-•..: " 2 O 0 o E `� F 1. 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