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HomeMy WebLinkAbout2016 - Roof Mounted Solar System 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: B2016-0035 Date: 29-Jan-16 Map/Lot: 028/005-051 Owner ID: 5482000 Project Location: 60 PHEASANT RUN Unit: Job Description: Install a 6.5kW Roof Mounted Solar System Owner Nam Andrew and Deborah Bakoledis Tenant Name N/A Careof: 60 Pheasant Run Oakdale CT 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: $4,582.00 Building Fee: $60.00 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: $10,692.00 Electrical Fee: $132.00 Construction Type IRC Total Value: $15,275.00 Penalty Fee: S0.00 Permit Code: R4 C of 0 Fee: $0.00 Comment Plan Review Fe $0.00 State Ed Fee: $3.97 Total Fee Paid: $195.97 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 El 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: ❑ Framing ❑ R HVAC ❑ Masonry Fireplace Throat or Chimney Thimble El Gas Piping and leak test ❑ Fireblocking Draftstopping INSPECTION REQUIRED UPON COMPLETION ❑ Insulation I} Certifice^- of Approval / C • icate of Occupancy Building Official's Approval: ✓ - Town of Montville Building Department 310 Norwich-New London Tpke. Tel. 860-848-3030, Ext 382 Uncasvife, CT 06382 Fax. 8608.7231 RESIDENTIAL PERMIT APPLICATION FORM Permit No.: 0,ajJ(e— 35 Type of Work Occupancy Type Permit Type o New Construction Q Single Family Q Building IZI Addition 0 Two-Family 0 Plumbing ❑Alteration 0 Townhouse 13 Mechanical 0 Accessory Structure ❑Electrical CRS#: • Property Address: 60 Pheasant Run (Number) (Street) Nap Job Description: Installation of 26 Roof Mounted Solar Panels Owner: Andrew Bakoledis Address: 60 Pheasant Run _ City: Oakdale State: Ci Zip Code: 06370 Telephone(860 ) 227 2769 Applicant: Genesis Cornejo DBA: SolarCity • Address- 714 Brook St, STE 150 City. Rocky Hill State: CT Zip Code:06067 Telephone(860 j 899 4625 Contractors -Complete the Following: License Type: H IC License No.: 0632778 Expiration Date: 1 1/30/1 5 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 we : -ut f orized by the owner in fee and that I am authorized to make application for a permit for such work as described above. II Owner/Agent Signature: IPA/_ Date: 10/22/1 5 moi► v. Construction Value Permit Fees qq, --7 Building Value: $4 58,, Building Fee: tl_)aa.....-a-.1_____ •( 1 �> Plumbing Value: Plumbing Fee: Mechanical Value: Mechanical Fee: Electrical Value: $10,692 Electrical Fee: Total Value: $15,275 Penalty Fee: C of 0 Fee: Plan Review Fee: Stale Ed Fee: TLIq Total Fee: -1 CA . I L im&Avast 23,2007 Town of Montville Building Department Residential Accessory Structure Plan Review Form Date: //////6°- Job /6°-Job Address: 40 P4eat/Nf j7 Job Description: ROO C JO Ltn fed Your permit application is being rejected for the items checked off or commented on. The required information must submitted for review(two sets are required) (C.G.S.29-252x) This list is offered as a guideline only. It is not meant to be all-inclusive for every permit application,nor is it meant to take the place of the State Building Code. SUPPORTING DOCUMENTATION SITE PLAN Permit application not completed Li.5 ei 7 Site Plan required Permit fee due$ 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 (www.ener.rcodes.,or)OR shall meet the requirements of table 1\7102.i Private.sewage disposal system to be identified along with all technical and soil based on climate;rare 5 in Table NI/02.1 data as per section RI06.2.1 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(RI06.1) 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 Ri06.1.1 FOUNDATION Construction documents do not match the orientation of the structure on the No plans submitted or insufficient information site plan Dimensions required Wall thickness not identified WIND LIMITATIONS Footing size not identified Submit supporting data to show conformance with the wind limitations in table Frost protection not identified or is insufficient R301.2(1)as determined from Appendix ppendie It of the 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 not identified on the construction documents or are insufficient Foundation reinforcement bars required,size and location are not shown or /Traced wall 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 Crawl space ventilation,location,type and size not provided or insufficient Ridge connection not identified or insufficient Crawl space access,location and size not provided or insufficient Roof-to-wall connection not identified 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 Window size&type not identified loads,stamped and signed by a CT licensed design professional Window header size not identified or insufficient Hold-down devices,location and type not identified or insufficient Door header size not identified or insufficient Foundation anchor spacing not identified or insufficient Construction documents do not match the engineering data submitted GARAGE and CARPORTS Cold-formed steel framing shall comply with the requirements of one of the I No plan submitted or insufficient information provided following standards:AS7I1/.1 653:Grade 33,and 50(Class 1 and 3),AST)! .1 792:Grade 33,and 50;1 or :I.ST.tI.-1 1003:Structural Grade 33 Type i/, Building section required and 50 Type II 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 /rvisei9farch 18,2014 Town of Montville Building Department File Receipt Date: 28-Jan-16 ReceiptNo: 11092 Received From: SolarCity Job Address: 60 Pheasant Run Town Fees Collected State of Connecticut Fees Collected Bldg Cash: 10.00 State Cash: $0.00 Bldg Check: 1195 97 State Check: $3.97 Bldg Credit: $0.00 State Credit: $0.00 Fire Cash: $0.00 Fire Check: $0.00 Fire Credit: 10.00 Construction Value: 115,274.00 Demolition Value: $0.00 CheckNo: 765700 Received By: Carmen Kneeland ectAtyvaN. M day e Oodkci) Address: 60 Pheasant Run ITEM CITY 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 $ 4,582.00 $ 10,692.00 TOTALS $ 4,582.00 $ - $ - $ 10,692.00 PERMIT FEE CALCULATIONS Construction Value Fee Building $ 4,582.00 $ 60.00 Plumbing y $ - $ Mechanical y $ - $ Electrical y $ 10,692.00 $ 132.00 Working before Permit Issuance $ _ Certificate of Occupancy Fee $ Plan Review Fee $ _ State Education Fee $ 3.97 TOTALS $ 15,274.00 $ 195.97 Figures are based on the 2006 RS Means Residential Cost Data m#x iew SolarCity Date: I /5/ I W Dear Sir or Madam: This letter is to verify that Gai=a3 _ 10 is an authorized representative and employee of SolarCity Corporation and ' authorized to pull any and all permits and any other project-related documents as needed for the following project: Address: a Lfra... C cct .cj c.J Description: Solar panel roof mount installation System size: (.O .0 K`/) Start Date: goy / co Sincerely, A Mike Brignano Regional Operations Manager, Hartford, CT CT Contractor's License #HIC.0632778 ACORO08/172015 ® CERTIFICATE OF LIABILITY INSURANCE DATE(/ YYYY) �.� /2015 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: • 345 CALIFORNIA STREET,SUITE 1300 PHONE FAX CALIFORNIA LICENSE NO.0437153 (E E-MAIL )' (A/C.No): SAN FRANCISCO,CA 94104 ADDRESS: Attn:Shannon Scott 415-743-8334 INSURER(S)AFFORDING COVERAGE NAIC/ 998301-STND-GAWUE-15-16 INSURER A:Zurich American Insurance Company 16535 INSURED INSURER B:N/A N/A SolarCity Corporation 3055 Clearview Way INSURER C:N/A N/A San Mateo,CA 94402 INSURER D:American Zurich Insurance Company 40142 INSURER E: _INSURER F: 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 ADDL SUBR LTR TYPE OF INSURANCE INSD WVD POUCY NUMBER POUCYEFF POUCY EXP (MMIDDIDDM'YY) (MMIDD/YYYY) LIMITS A X COMMERCIAL GENERAL LIABILITY (3L00182016-00 09/01/2015 09/01/2016 EACH OCCURRENCE $ 3,000,000 DAMAGE TO RENTED CLAIMS-MADE X OCCUR PREMISES(Ea occurrence) $ 3,000,000 X SIR:$250,000 MED EXP(Any one person) $ 5,000 PERSONAL&ADV INJURY_ $ 3,000,000 GE 'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 6,000,000 X POLICY PRO- JECT LOC PRODUCTS-COMP/OP AGG_ $ 6,000,000 OTHER: $ A AUTOMOBILE LIABILITY BAP0182017-00 09/01/2015 09/01/2016 COMBINED SINGLE LIMIT $ 5,000,000 (Ea accident) X ANY AUTO BODILY INJURY(Per person) $ X ALL OWNED X SCHEDULED AUTOS AUTOS BODILY INJURY(Per accident) $ X HIRED AUTOS x AUTOSWNED PROPERTY DAMAGE — $ — (Per accident) _ 4' COMP/COLI DED: $ $5,000 UMBRELLA LIAB OCCUR EACH OCCURRENCE $ _ EXCESS LIAB CLAIMS-MADE AGGREGATE $ DED RETENTION$ $ D WORKERS COMPENSATION WC0182014-00(AOS) 09/01/2015 09/01/2016 X PER 0TH- AND EMPLOYERS'LIABILITY STATUTE ER A ANY PROPRIETOR/PARTNER/EXECUTIVE Y/N WC0182015-00(MA) ,'09/01/2015 09/01/2016 L.EACH ACCIDENT $ 1,000,000 OFFICER/MEMBER EXCLUDED? N E.N/A (Mandatory in NH) WC DEDUCTIBLE:$500,000 E.L.DISEASE-EA EMPLOYEE $ 1,000,000 If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ 1,000,000 DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached if more space is required) Evidence of insurance. CERTIFICATE HOLDER CANCELLATION SolarCity Corporation SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE 3055 Clearview Way THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN San Mateo,CA 99402 ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE of Marsh Risk&Insurance Services Charles Marmolejo . - �--7..--ie---(---- ,...r ©1988-2014 ACORD CORPORATION. All rights reserved. ACORD 25(2014/01) The ACORD name and logo are registered marks of ACORD l'T II2 J( IM It ,12437 CORPORATION STATE OF CONNECTICUT DEPARTMENT OF CONSUMER PROTECTION 165 Capitol Avenue + Hartford C' I* nnecticut O6l06 Attached is your Home Improvement Contractor Registration. This registration is not transferable. The Department of Consumer Protection must be notified of any changes to your registration within thirty(30)days of such change. Questions regarding this registration can be directed to the License Services Division at(86o)713-6000 or email dcp.licenseservices(a)ct.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 DEP 4RTAMENT OF CONS( ,NER PROTECTION HOME IMPROVEMENT CONTRACTOR SOLARCITY CORPORATION SOLARCITY CORPORATION 3055 CLEAR%IEW WAY 3055 CLEARVIEW WAY SAN MATEO, CA 94402-3709 SAN MATEO,CA 94402-3709 IC I?EG Nr I EXPIRES I IIC.0632778 12/01/2015 11/30/2016 S:UVEL, i.3-- +'a '' `”1 .; : m4.> `a t�k r .&<'>,:! r -:' t.l* 4TH . •}�J 4, � .g d,.. ,-,, .. . 1� f3 1 -ti-.4 ,' -ftp{'ti ttvY, "Yy�J.1 x +�r, X:, 4, rh ' -�Is, .4 j �� h A �.,r,,'ry �, • •• .,L ✓( n'- .4.-$.;.„,` ',b 1 x 1i :- I.z. iff '-11,... ��" � -��' �1,,'� -`'1+'�`— 'ti.'�" ''1!" "�,�` p:f�` ",.'�`' 4,.�' ��"`�,,IY' ���,v . * A.r" r sw . i STATE OF CONNECTICUT + DEPARTMENT OF CONSUMER PROTECTION i " : , Be it known that 3 I • SOLARCITY CORPORATION t, .: .3055 CLEARVIEW WAY ( . e S.AN 1ATEO, CA 94402-3709 rt.,',., , is certified by the Departrnent of Consumer Protection as a registered i HOME IMPROVEMENT CONTRACTOR t � 4 ` Registration # HIC.0632778 Tt i .► �e M 7 i a ` Effective: 12/01/2015 Ex iration: 11/30/2016/2016 0, ---- 1 r J. f Iif.n A.I Iarri.,CIMIII,e+inner a x ''',.t >A. -.;1/4i- {y t 'IC',4 ‘''.=..4:':. a t3 . ti ff j, :r +s+^` "4-ill: , t • r M t •� • * -$ 'Ci sf'Vfif 'y rJ Jw? ^ %, tH 'W^ ;G'ilf+ Y.� q1T �>C { h ,_ 'l- ? _ k•:;Jj�':b �.tix`.. zi � ar ,L � •'. ,.:-•,;,„,,,.,z.,•_,,,. 0,,;,,,,..:-..t.- � ,'f,1.y , .ir s•'i� 1�- � - h� , �f.A Town of Montville Building Department CONSTRUCTION PERMIT APPROVAL Applicant is responsible for obtaining all of the required approvals. No permit will he issued until all the required signatures are obtained. • 60 Pheasant Run Property Address Installation and wiring of 39 additional roof mounted solar panels • Job Description Required Department Approval Permit Issuance Approval Tax Collector � C�_,� /�(�.�.� ilc p// Comments: Signature/date ✓� Planning &Zoning 112 2 I to Comments: Signature/date ✓ IN Fire Marshal I comments: 16 - W}�A Signature/date 1 �(c) Health Department Required for properties with private septic or well Comments: ✓� WPCA, Administrative Required for properties on sewer da Comments: WPCA, Operations When Required by WFCEt Signature!date Comments: Department of Public Works 4equired when project includes driveway work or certain drainage requirements Signature!date Comments: Montville Police Department . gawked for all permits EXCEPT one and two family residential Signature/date Comments: State Dept. of Transportation ?equired for Structures over 100,000 sq.ft.or with more then 200 parking spaces-Official copy of STC Certificate of Operation required—per .'GS 1¢311 Signature/date 3uilding Department Review Complete Signature/date CcviseIWay23,201 Version #53.6-TBD SolarCity January 4, 2016 RE: CERTIFICATION LETTER %Project/Job # 0632869 �. iyet` '' Project Address: Bakoledis Residence ti" .. ' C t< 60 Pheasant Run . > N a - Oakdale, CT 06370 =>♦ w AHJ Montville ,ok 31‘7CEN0A ` SC Office Hartford �,A1.µE G`�% 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 - MPl: 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) 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. Professional Engineer Digitally signed by James H. Childs, P.E. T: 888.765.2489 x58390 Date: 2016.01 .04 12:16:43 -08'00' email: jchildsl@solarcity.com 3055 Clearview Way San Mateo,CA 94402 r(650)638-1028 (888)SOL-CITY F(650)638-1029 solarcity.com Version#53.6-TBD , .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 72" 24" 39" NA Staggered 76.9% MP2 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% Structure Mounting Plane Framing Qualification Results Type Spacing Pitch Member Evaluation Results MP1 Pre-Fab Truss @ 24 in.O.C. 22° Member Impact Check OK MP2 Pre-Fab Truss @ 24 in. O.C. 22° Member Impact Check 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 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 6.58 ft Wood Species MSR Ceiling Finish 1/2"Gypsum Board PV 1 End 15.75 ft Wood Grade Default 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 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)(Cr)(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 0.90 1 1.15 Member Analysis Results Summary Governing Analysis Pre-PV Demand •Post-PV Demand Net Impact Result Gravity Loading Check -2386 psi -2493 psi 1.05 Pass CALCULATION OF DESIGN WIND LOADS - MP1 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 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) (VA2) (I) 24.4 psf Eq uation 6-15 Wind Pressure Ext. Pressure Coefficient(Up) GC,(Un) -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 (GC,) Equation 6-22 Wind Pressure Up Prue) -21.4 psf Wind Pressure Down Prdown) 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 - MP2 Member Properties Summary MP2 Horizontal Member Spans Rafter Properties 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 Sx 3.06 in.^3 Plywood Sheathing Yes Span 5 IX 5.36 in.^4 Board Sheathing None Total Rake Span 18.00 ft TL Defl'n Limit 120 Vaulted Ceiling No PV 1 Start 9.58 ft Wood Species MSR Ceiling Finish 1/2"Gypsum Board PV 1 End 15.75 ft Wood Grade Default 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 E,„;,, 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/SL"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)(Cr)(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 0.89 1 1.15 Member Analysis Results Summary Governing Analysis Pre-PV Demand Post-PV Demand Net Impact Result Gravity Loading Check -2392 psi -2453 psi 1.03 Pass 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 K, 0.85 Table 6-3 Topographic Factor KA 1.00 Section 6.5.7 Wind Directionality Factor Ka 0.85 Table 6-4 Irnp6ftance Factor I 1.0 Table 6-1 Velocity Pressure qh qh = 0.00256(Kz)(Kzt) (Kd) (VA 2) (I) Equation 6-15 24.4 psf Wind Pressure ....,k.. Ext. Pressure Coefficient(Up) GCp(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 Nun) -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-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% F U001-1 �� LI WN ifi p j? : '..; gig o p Z wQQ L:-) a 3 'ti '—' SmoCD te U 1111 m c 'j d� w < w , 'J U CI W D. 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