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HomeMy WebLinkAboutBuilding Permit #833-16 - 96 PALOMINO DRIVE 1/25/2016A4&J At LF BUILDING PERMIT ✓a I�dI��P PI'S �""""� PLICATION FOR PLAN EXAMINATION Permit No#: Date Received SS�CH Date Issued: I ORTANT: Applicant must complete all items on this page Loki- } L60��t,�`r, iR�T� 0- - _-� p�?P:631-70�,�re. Yes no ��MAPPARCEL.¢®NING DIS TRIC.T �Histonc>>®isfrct yes H. �,_ _ __: .. - +,� a IMacl ine -S f-0 Village= ;yes rio I TYPE OF IMPROVEMENT PROPOSED USE Re idential Non- Residential El pew Building N One family ❑Addition ❑ Two or more family ❑ Industrial ❑ Alteration No. of units: ❑ Commercial ❑ Repair, replacement ❑ Assessory Bldg ❑ Others: 4 ❑ Demolition `Septics 0 Welly ❑ Other [F of od�plin Wetlands ®V1latersh'edDistr�cf° DE5 KIN I IUNUI- YYUrr, 1 U Dr- rr-mrv�inGud Ar Pc-nois nv1-W rDO P n' t2X + Sof 11.73. U rcd V?e �► o>° S Identification - Please Type or Print Clearly OWNER: Name: Gr► i 5 LU) Phone: P 1 Address: La � ca � �I ante) Foozi _ �.�C P,hon" - — Cont�actortName . _ - �J" a Lo ` - -- f L' O h i Su ervisor's C�onstructi®n,'License 5 7 j_ VgA? 4 Er �..<_.,� LL_�s .,._.-, , . F-e�; Exa�. �®ate:: w,r.r.�:iomon�I� hnonCGF -- ARCHITECT/ENGINEER A {�� �� L& C4 Phone: M-765- aM A-5 75 as Address:305 Mew ►yaw SGe7 A(A CA a eg. No. FEE SCHEDULE: BULDING PERMIT: $12.00 PER $1000.00 OF THE TOTAL ESTIMATED COST BASED ON $125.00 PER S.F. Total Project Cost: $ 301 0c) FEE: $ Check No.: NOTE: Person, fund Plans Submitted ❑ Plans Waived.❑ Certified Plot Plan ❑ Stamped Plans ❑ TYPE OF SEWERAGE DISPOSAL Public Sewer ❑ Taming/Massage/Body Art ❑ Swirmning Pools ❑ Well ❑ Tobacco Sales ❑ Food Packaging/Sales ❑ Private (septic tank, etc. ❑ Permanent Dumpster on Site ❑ THE FOLLOWING SECTIONS FOR OFFICE USE ONLY INTERDEPARTMENTAL SIGN OFF e U FORM PLANNING & DEVELOPMENT COMMENTS CONSERVATION COMMENTS WEALTH COMMENTS k? Reviewed On Signature_ Reviewed on Signature Reviewed on Signature Zoning Board of Appeals: Variance, Petition No: . ^ Planning Board Decision: .1 Conservation Decision: Comments Comments Zoning Decision/receipt submitted yes Water & Sewer Connection/Signature & Date Driveway Permit DPW Town Engineer: Signa Located 384 -s i+FIRE E- PR yTemp4Dumpster onsite eyes tno, t K f OsgoodStreet �Locatedlatl-,'lr �MainjStreets i COMMENTtS::._ t Dimension Number of Stories: Total square feet of floor area, based on Exterior dimensions. Total land area, sq. ft.: ELECTRICAL: Movement of Meter location, roast or service drop requires approval of Electrical Inspector Yes No DANGER ZONE LITERATURE: Yes No MGL Chapter 166 Section 21A —F and G min.$100-$1000 fine NOTES and DATA — (For department use) ❑ Notified for pickup Call Email Date Time Contact Name Doc.Building Permit Revised 2014 Building Department The following is a list of the required forms to be filled out for the appropriate permit to be obtained. Roofing, Siding, Interior Rehabilitation Permits ❑ Building Permit Application ❑ Workers Comp Affidavit ❑ Photo Copy Of H.I.C. And/Or C.S.L. Licenses ❑ Copy of Contract ❑ Floor Plan Or Proposed Interior Work ❑ Engineering Affidavits for Engineered products DOTE: All dumpster permits require sign off from Fire Department prior to issuance of Bldg Permit Addition Or Decks ❑ Building Permit Application ❑ Certified Surveyed Plot Plan ❑ Workers Comp Affidavit ❑ Photo Copy of H.I.C. And C.S.L. Licenses ❑ Copy Of Contract ❑ Floor/Cross Section/Elevation Plan Of Proposed Work With Sprinkler Plan And Hydraulic Calculations (If Applicable) ❑ Mass check Energy Compliance Report (If Applicable) ❑ Engineering Affidavits for Engineered products TOTE: All dumpster permits require sign off from Fire Department prior to issuance of Bldg Permit New Construction (Single and Two Family) ❑ Building Permit Application ❑ Certified Proposed Plot Plan ❑ Photo of H.I.C. And C.S.L. Licenses ❑ Workers Comp Affidavit ❑ Two Sets of Building Plans (One To Be Returned) to Include Sprinkler Plan And Hydraulic Calculations (If Applicable) ❑ Copy of Contract ❑ Mass check Energy Compliance Report ❑ Engineering Affidavits for Engineered products OTE: All dumpster permits require sign off from Fire Department prior to issuance of Bldg. Permit In all cases if a variance or special permit was required the Town Clerks office must stamp the decision from the Board of Appeals that the appeal period is over. The applicant must then get this recorded at the Registry of Deeds. One copy and proof of recording must be submitted with the building application Doc: Building Permit Revised 2014 Location... No. 'S 2 Date Check TOWN OF NORTH ANDOVER Certificate of Occupancy $ Building/Frame Permit Fee $3(.06 Foundation Permit Fee Other Permit Fee TOTAL $ Building Inspector N Z CD O Cr O CL -a c� -a O 00 CD CL a' sv CTD OCDTT W W CL O CO CD N 10 CDD O A O O N O n 0 CCD CD U• y I O O CCD O CD C o OC O _MU AEA O H ="• < (D yr N cD• m O CCD n O rt rt - c 0 O � =r -0 N N O tR .r -r CD TI rt oor+n m CD ID C W CD '0 to CCD = `� CD ChCD-, O O n -I to N n " _ o o� OR 40 O' C oo C CD Z CL -i c m m co 0 < 3 .: jam, y �7 C O 0 O'a ca co Z N CD Q; O O' 3 = Orn 0'~ • < CL o �m U) CD CD �• C: CO) 3 �(D CL n — W �Q �Z C SCD r ID ic U) I �� N' S.0 O � j bC! Cl)o 0 CO)=rc , N. CD p x oo U) AN C CDN d S v '�-'• 4c 1 Q: n c C Cl) : D vol m: c p : a) o CL L O (rD (D CD N lD — Co c j CD 7o m 3 m -�O T S. D1 .Z7 O . c' 3 G1 N vzi O T D) N O0 G ('1 fD .Z7 C ? rm.. m A V 0 T S. OJ .Z7 O cN UQ 3 C W O V m 0 T j' (') s 3 = .Z7 O c UQ 3 T O c O_ 0N O O W(D C r C Z O A N m 'O r) 3 T O O \ A T fD W O O a x Im m d 0 C M Tike Commenivetlfth ofMasstachusetts Department oflrldusNalAccidents Office ofInpesdgadons IF 1 Congress Streg Suite 140 Boston, M4 421I4-2417 www.nrass gopli is Workers' Compensatioxt Insurance Affidavit: Buiiden/Conlydclars/Etectriciam/Plumbers AppliqWt InformlJJan Please Print Lei I Name(Rusiness/org"iaatianlindividuat): Sola City Corp. Aftess: 3055 Clearview Way Citu/Statc/Z,ap: San Mateo CA. 94402 Phone #: 888-765-2489 - - - Are you an employer' Check the appropriate box: Type of project (required): 1.1Zl am a employer with 5,000 4. El I arts a general contractor and I employees (full and/or part4ime).* have hired the sub -contractors b Now construction 2. ❑ I ant a sole proprietor or partner- listed on the attached sheet. 7. ❑ Remodeling ship and have no employees These sub-emtractors have 8, ❑ Demolition working for me in any capacity. employees and have workers' g' Q Building addition [No workers, comp, insurance required.} camp. insurance? 5. We Q =a corporation and its 1Q.❑ Electrical repairs or additions 3. [] 1 am a homeowner doing ail work officers have exercised theft I I.Q.Plumbing repairs or additions myself. [loo workers' camp. r°iVttuk exarrxptiors pct hIGL I2.Q Roof repairs insurance required.) t c. 152, §1(4), and we have no I3 other Solar/PV employees. [No workers' comp. insurance required.I *Any applicant that ctirekt box ill most also til; out the section ba]owskowins thoir workers' comperisation policy initxmmiion. 'I Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit anew affidavit indiettlingsueh. =Contractors that check this box must attached on additional shoat showing the name of the sub-corntractors and state whether or not tbose entities have tmploycos, if(fie sub•contraatorshave traployees, they most provide their woritcrs' eump ptlieynumbm lam an employer their is provhriitg workers' compensation insitranre for my employees. Below is die policy anti job site itrltrnration. Insurance Company Name: Zurich American Insurance Company Policy # or Self-ins.LLiu..#: WC0118`2015-00 ] Expiration Date: 9/1/2016 ( Job Site Address: l 6 Ion( 90 Ot LO �� atc/ipgr-�j Ant Gyel', M A a1 Attach a copy of the workers' compensation policy,doelaration page (showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal pcnaldes of a fine up to S1,540.00 and/or one-year imprisonment, as well as civil penalties in the form of a STOP WORK GIRDER and a fine of lip to $250.00-a day against the violator. Be edvised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. ,r do hereby certify ur the pains and penalties of perjury shot the inf'or-wallen provided above fs true and correct. Pfione #: QW11cial use only. Igo not write in this area, to be cattypleted by city or town off ieial. City or Town' PerinhA icense P. Issuing Authority tcircle one): I. Board of Health 2. Building Department 3. City/Town Clerk 4, Electrical inspector S. Plumbing Inspector ti. Other Contact Person: Phone #: ACORDs CERTIFICATE OF LIABILITY INSURANCE °IW17/201155 ��` 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. THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICA'T'E 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), AUT14OR12ED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT., If the certificate holder is an ADDITIONAL INSURED, the poficy(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 Ifeu of such endomement(s). PRODUCER MARSH RISK 8 INSURANCE SERVICES CONTACT NAME r ................. _ .... _....._ .... —.._. 345 CALIFORNIA STREET, SUITE 1300 PHONE FAX lA'C+ ela7:....... _......... . ..... ............... . ......fA►c. Ryf......................................._. CALIFORNIA LICENSE NO. 0437153 EMAIL SAN FRANCISCO, CA 94104 _APQ819ft.. ........ Attn: Shannon Scull 415-743.8334 INSURER(SI AFFOR0ING COVERAGE.... - _ MAIC 0 998301-STND-GAWUE-15.16 — – INSURER A : Zurich American Insurance Company + 6535 INSURED .. _... _ -.._. ENSURER B: NIA NIA SolarCity Corporation ....... ... ........ ........ .............. . ..... ........ . . . f.. .. . 3D55 Clearview Way INSURER C.: NIA INIA San Mateo, CA 94402 utsuRl:R D : Amedcarl Zurich histnance Gertlpany 40142 A : AUTOMOBILE UABIUTY BAP0182017.00 :0910112015 0910112016 COMBINED SIN LE LIMIT JFp INSURER P COVERAGES CERTIFICATE NUMBER: SEA -002713836.08 REVISION NUMBERA THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE SEEN 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. _.... r _ —. nNSR A DL;SifBR ............... ...... ....... .. .. .. _. ... . POLtCY EFF � POLICY EXP..T. ...... _. _ .......... ........_.. ._ ............ .... _ . _ LTR TYPE OF INSURANCE P t1CY NUMBER Y I LIMITS Charles Marmolsio A X COMMERCIAL GENERAL LIABILITYj iGLO0182016 as 0910112015 ;T910112016 EACH OCCURRENCE ; s 3,OD60� CLAIMS -MADE ; X' OCCUR NTEI) 3,060,000 X SIR; $250,000 r MED EXP (Any one person) $ S.Doa ......................... ............... t...._1 _ ..__....._. I PER SONAL&ADVINJURY... 5 –SalDao I GEN'L AGGREGATE LIMIT APPLIES PER GENERAL AGGREGATE $ X POLICY ' JECT PRO. LOC t PRODUCTS - COMPIOP AGG : S .. _ _ 6,00,aaa OTHER. S A : AUTOMOBILE UABIUTY BAP0182017.00 :0910112015 0910112016 COMBINED SIN LE LIMIT JFp 5.000.000 X ANY AUTO BODILY INJURY Per person) $ ( X ALL OWNED X SCHEDULED I AUTOS AUTOS F i BODILY INJURY (Per accident);S j ........ ,.... ... X 'HIRED AUTOS _ X , NON -OWNED a AUTOS .............. _ ................... ..i.......... PROPERTY DAMAGE accident} ...... _ I.... I.lPer .... _... _ . _ . + .. _..... ..... ... .......... . i I COMPICOLL DED: S ;5,000 UMBRELLA LIAR OCCUR I i...... 1 ., EACH OCCURRENCE S i ..... ..............._ ..... .... .... ....} ....... ....... .. .... _... I EXCESS LIAR CLAIMS MAO£ 1.....i_. AGGREGATE S —." DED I RETENTIONS I S D IWORKERSCOMPENSATION ; WC0182014.00(AOS) •091a1W15 0910112016 X 0TH• i A AND EMPLOYERS' LIABILITY YI N I wC0182a15.00 MA ANY PROPRIETORIPARTNERIEXECU7IVE ( ) STATUTEPER I I.....:...... ,..... E .......i .... ... 091012015 0910112016 R £.L. EACH AOC1pEM Is ......... _..._........... 1,00D,000 OFFICER/MEMBER EXCLUDE09 �, :N/Ai I[Mandatory In NHI SWC DEDUCTIBLE: $500,D00 I I r _ .._......_.................... ...� .... ... E.L DISEA$.E - EA EMPLOYE S .... 1.000,000 It yes, descnheunder DESCRIPTION OF OPERATIONS below ._.._._.._....... .... ..... 1-" ' ... I E L DISEASE- POLICY LIMIT ; S .......' "" ' " I:004,000 i I i DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES (ACORD 101, Additional Remarks Schedule, may be altaChed If more space Is requlrerj) Evidence of huurance. CERTIFICATE HOLDER CANCELLATION SolarC4y Corporation 3055 Clearview Way SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED 1N San Mateo, CA 98402 ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE of Marsh Risk 6 Insurance Services Charles Marmolsio 01988.2014 ACORD CORPORATION. All rights reserved. ACORD 25 (2014101) The ACORD name and logo are registered marks of ACORD oil rU Q) "1 a0a Z w z a r --o 4Mo z m0 < N 0 m �io D O 0 0 Z -{ 0 C Km' n 0 -aR m 0 .-tai R R O O G Z M A CD N U O m Z ID N V o z c 0 q b C � a (7 N a O O , t Z 0 CD CD►►..��.,� I ` c c� o m CD CD N a N !•• � ���-+ ._ CD m a D 0 D Z � z D m p D O < N D in d D F: KK)0rj r - A. �Z� LUK-n;I �xZ- oN G)Z -I ym om _L -403 Nr 0 z D p CD�. -I C n; Z H td 0 En Q (Dj-+ CD r� b • O n• XS►�•� 1--' 15 � • w r✓ O .. CD m 1 c,�". , U D N 'a ►�� O 3 N a 3 z:N� n 0, a Consumer Affiarv,&SW reits-'retion vaild for find � i4q' Lms.� impnovEmsmT CONTRACTOR PX10F6482 date. If f1mAild rptki' m to: Type'! O'gNM Of COILcutner Affairs aW 13usipess Roov4ion 10 Park Ptazo EXPIMU011. 3620171d ;aid SOLAR CITY CORPORAnoN 3005: XM 02116 MIKE KAUFMAN 24 ST MARTIN STREET BLb ZUNI ThALBOROUGH, MA 01752 Undam,ecretury Not valid wit 94"atum I 0 V Mia o rrm � � i '�" it t G.k January 23, 2016 RE Project/Job # 0183375 Project Address: AHJ SC Office Design Criteria: CERTIFICATION LETTER Lui Residence 96 Palomino Dr Lot 11 North Andover, MA 01845 North Andover Wilmington Digitally signed by Abe De Vera Date: 2016.01.23 21:47:26 -08'00' - Applicable Codes = MA Res. Code, 8th Edition, ASCE 7-05, and 2005 NDS - Risk Category = II - Wind Speed = 100 mph, Exposure Category C - Ground Snow Load = 50 psf - MPI: Roof DL = 11 psf, Roof LL/SL = 35 psf (Non -PV Areas), Roof LL/SL = 20 psf (PV Areas) - MP2A: Roof DL = Ii psf, Roof LL/SL = 35 psf (Non -PV Areas), Roof LL/SL = 20 psf (PV Areas) - MP2C: Roof DL = 11 psf, Roof LL/SL = 35 psf (Non -PV Areas), Roof LL/SL = 20 psf (PV Areas) - MP3: Roof DL = 11 psf, Roof LL/SL = 35 psf (Non -PV Areas), Roof LL/SL = 20 psf (PV Areas) Version #53.6 - TBD PIL Note: Per IBC 1613.1; Seismic check is not required because Ss = 0.33365 < 0.4g and Seismic Design Category (SDC) = C < 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 evaluationI 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. Sincerely, Abe De 'Vera, P.E. Professional Engineer Main. 888.765.2489,x57526 email: adevaa@solarcity.com 3055 Clearview Way San Mateo; CA 94402 T (650) 638-1028 (888) SOL -CITY F (650) 638-1029 solarcity.com 0 �5011drUty. Version #53.6 - TBD PIL HARDWARE DESIGN AND STRUCTURAL ANALYSIS RESULTS SUMMARY TABLES Landscape Hardware X -X Spacing Hardware -Landscape Modules' Standoff Specifications X -X Cantilever Y -Y Spacing Y -Y Cantilever Configuration Uplift DCR MPi 64" 24" 39" NA Staggered 67.8% MP2A 64" 24" 39" NA Staggered 67.8% MP2C I Stick Frame @ 16 in. O.C. 360 Member Impact Check OK MP2C 64" 24" 39" NA Staggered 67.8% MP3 64" 24" 39" NA Staggered 67.8% Portrait Hardware X -X Spacing Hardware -Portrait Modules' Standoff Specifications X -X Cantilever Y -Y Spacing Y -Y Cantilever Configuration Uplift DCR MPi 48" 18" 65" NA Staggered 84.6% MP2A 48" 18" 65" NA Staggered 84.6% MP2C I Stick Frame @ 16 in. O.C. 360 Member Impact Check OK MP2C 48" 18" 65" NA Staggered 84.6% MP3 48" 18" 65" NA Staggered 84.6% Structure Type Mounting Plane Framing Spacing Pitch Qualification Results Member Evaluation Results MPI Stick Frame @ 16 in. O.C. 360 Member Impact Check OK MP2A Stick Frame @ 16 in. O.C. 360 Member Impact Check OK MP2C I Stick Frame @ 16 in. O.C. 360 Member Impact Check OK MP3 Stick Frame @ 16 in. O.C. 360 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 T (650) 638-1028 (888) SOL -CITY F (650) 638-1029 solarcity.com 7 STRUCTURE ANALYSIS - LOADING SUMMARY AND MEMBER CHECK - MPI ivies: 1. ps = Cs*pr; Cs -roor, cs -pv per ASCt / [Figure 7-2] 2. pf = 0.7 (Ce) (CO (I0 pg; Ce=0.9, Ct=1.1, I5=1.0 Member Design Summa(per NDS Governing Load Comb CD CL + CL 0 1 CF Cr D+S 1.15 1.00 1 0.30 1 1.1 1 1.15 Member Anal sis Results Summary Governing Analysis Pre -PV Demand I st-PV Demand Net Impact Result Gravity Loading Check 918 psi 700 psi 0.76 Pass Member Properties Summary mary MP1 Horizontal Member Spans Overhang 0.74 ft Rafter Pro ernes Actual W 1.50" Roof System Properties San 1 14.24 ft Actual D 9.25" Number of Spans (w/o Overhang) 1 San 2 Nominal Yes Roofing Material Comp Roof San 3 A 13.88 in.^2 Re -Roof No Span 4 SX 21.39 in.^3 Plywood Sheathing Yes Span 5 I 98.93 in.^4 Board SheathingNone 35.0 psf Total Rake Span 18.52 ft TL Defit Limit 120 Vaulted Ceiling No PV 1 Start 0.83 ft Wood Species SPF Ceiling Finish 1/2" Gypsum Board PV 1 End 14.58 ft Wood Grade #2 Rafter Sloe 36° PV 2 Start Fb 875 psi Rafter Spacing 16" O.C. PV 2 End F„ 135 psi Top Lat Bracing Full PV 3 Start E 1400000 psi Bot Lat Bracing I At Supports PV 3 End E,„i„ 510000 psi ivies: 1. ps = Cs*pr; Cs -roor, cs -pv per ASCt / [Figure 7-2] 2. pf = 0.7 (Ce) (CO (I0 pg; Ce=0.9, Ct=1.1, I5=1.0 Member Design Summa(per NDS Governing Load Comb CD CL + CL 0 1 CF Cr D+S 1.15 1.00 1 0.30 1 1.1 1 1.15 Member Anal sis Results Summary Governing Analysis Pre -PV Demand I st-PV Demand Net Impact Result Gravity Loading Check 918 psi 700 psi 0.76 Pass Member Loading mary Roof Pitch 9/12 Initial Pitch Adjust Non -PV Areas PV Areas Roof Dead Load DL 11.0 psf x 1.24 13.6 psf 13.6 psf PV Dead Load PV -DL 3.0 psf x 1.24 3.7 psf Roof Live Load RLL 20.0 psf x 0.78 15.5 psf Live/Snow Load I LL/SL 1,2 50.0 psf x 0.7 1 x 0.4 35.0 psf 20.0 psf Total Load(Governing LC TL 48.6 psf 37.3 psf ivies: 1. ps = Cs*pr; Cs -roor, cs -pv per ASCt / [Figure 7-2] 2. pf = 0.7 (Ce) (CO (I0 pg; Ce=0.9, Ct=1.1, I5=1.0 Member Design Summa(per NDS Governing Load Comb CD CL + CL 0 1 CF Cr D+S 1.15 1.00 1 0.30 1 1.1 1 1.15 Member Anal sis Results Summary Governing Analysis Pre -PV Demand I st-PV Demand Net Impact Result Gravity Loading Check 918 psi 700 psi 0.76 Pass CALCULATION OF DESIGN WIND LOADS - MP1 Mounting Plane Information Roofing Material KZ Comp Roof Table 6-3 PV System Type KA SolarCity SleekMountTM Section 6.5.7 Spanning Vents V No Fig. 6-1 Standoff Attachment Hardware I Comp Mount Type C Section 6.5.6.3 Roof Slope qh 360 Fig. 6-11B/C/D-14A/B Rafter Spacing I h 16" O.C. I Section 6.2 Framing T Direction Y -Y Rafters T -allow Purlin Spacing X -X Purlins Only NA D Tile Reveal Tile Roofs Only NA Tile Attachment System Tile Roofs Only NA Standin Seam/Trap Spacing SM Seam Only NA Wind Design Criteria Wind Design Code KZ ASCE 7-05 Table 6-3 Wind Design Method KA Partially/Fully Enclosed Method Section 6.5.7 Basic Wind Speed V 100 mph Fig. 6-1 Exposure Category I C Section 6.5.6.3 Roof Style qh Gable Roof Fig. 6-11B/C/D-14A/B Mean Roof Height I h 1 35 ft I Section 6.2 Wind Pressure Calculation Coefficients Wind Pressure Exposure KZ 1.01 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 3.0 psf 22.1 psf T -actual Wind Pressure Ext. Pressure Coefficient U GC -0.95 Fig. 6-11B/C/D-14A/B Ext. Pressure Coefficient Down G w" 0.88 Fig. 6-11B/C/D-14A/B Design Wind Pressure p p = qh (GC) Equation 6-22 Wind Pressure Up Ptup)-21.0 psf Wind Pressure Down 19.3 psf ALLOWABLE STANDOFF SPACINGS X -Direction Y -Direction Max Allowable Standoff Spacing Landscape 64" 39" Max Allowable Cantilever Landscape 24" NA Standoff Configuration Landscape Staggered Max Standoff Tributary Area Trib 17 sf PV Assembly Dead Load W -PV 3.0 psf Net Wind Uplift at Standoff T -actual -339 lbs Uplift Capacity of Standoff T -allow 500 lbs Standoff Demand/Capacity D 67.8% 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 -423 lbs Uplift Capacity of Standoff T -allow 500 lbs Standoff Demand/Capacity D 84.6% Ir STRUCTURE ANALYSIS LOADING SUMMARY AND MEMBER CHECK - MP2A Notes: 1. ps = Cs*pf; Cs -roof, Cs -pv per ASCE 7 [Figure 7-2] 2. pf = 0.7 (Ce) (CO (IS) py; Ce 0.9, Ct=1.1, I5=1.0 Member Design Summa(per NDS Governing Load Comb CD CL + CL - CF Cr D + S 1.15 1.00 1 0.30 1 1.11.15 Member Anal sis Results Summary Governing Analysis Pre -PV Demand VDemandj Net Im act Result Gravity Loading Check 932 psi 725 psi 1 0.78 Pass Member Properties Summary mary MP2A Horizontal Member Spans Overhang 0.74 ft Rafter Pro erties Actual W 1.50" Roof Systern Proernes San 1 14.35 ft Actual D 9.25" Number of Spans (w/o Overhang) 1 San 2 Nominal Yes Roofing Material Comp Roof San 3 A 13.88 in A2 Re -Roof No Span 4 S. 21.39 in.^3 PI and Sheathing Yes San 5 1 98.93 in.^4 Board Sheathing None Total Rake Span 18.65 ft TL Defl'n Limit 120 Vaulted Ceiling.No 20.0 PV 1 Start 1.67 ft Wood Species SPF Ceiling Finish 1/2" Gypsum Board PV 1 End 12.67 ft Wood Grade #2 Rafter Sloe 360 PV 2 Start Fb 875 psi Rafter Spacing 16" O.C. PV 2 End F„ 135 psi Top Lat Bracing Full PV 3 Start E 1400000 psi Bot Lat Bracing At Supports PV 3 End E,„i„ 510000 psi Notes: 1. ps = Cs*pf; Cs -roof, Cs -pv per ASCE 7 [Figure 7-2] 2. pf = 0.7 (Ce) (CO (IS) py; Ce 0.9, Ct=1.1, I5=1.0 Member Design Summa(per NDS Governing Load Comb CD CL + CL - CF Cr D + S 1.15 1.00 1 0.30 1 1.11.15 Member Anal sis Results Summary Governing Analysis Pre -PV Demand VDemandj Net Im act Result Gravity Loading Check 932 psi 725 psi 1 0.78 Pass Member Loading mary Roof Pitch 9/12 Initial Pitch Adjust Non -PV Areas PV Areas Roof Dead Load DL 11.0 psf x 1.24 13.6 psf 13.6 psf PV Dead Load PV -DL 3.0 psf x 1.24 3.7 psf Roof Live Load RLL 20.0 psf x 0.78 15.5 sf Live/Snow Load LL/SL 1,2 50.0 psf x 0.7 j x 0.4 35.0 psf 20.0 psf Total Load(Governing LC I TL 48.6 Psf 37.3 Psf Notes: 1. ps = Cs*pf; Cs -roof, Cs -pv per ASCE 7 [Figure 7-2] 2. pf = 0.7 (Ce) (CO (IS) py; Ce 0.9, Ct=1.1, I5=1.0 Member Design Summa(per NDS Governing Load Comb CD CL + CL - CF Cr D + S 1.15 1.00 1 0.30 1 1.11.15 Member Anal sis Results Summary Governing Analysis Pre -PV Demand VDemandj Net Im act Result Gravity Loading Check 932 psi 725 psi 1 0.78 Pass CALCULATION OF DESIGN WIND LOADS - MP2A Mounting Plane Information Roofing Material KZ Comp Roof Table 6-3 PV System Type KA SolarCity SleekMount"" Section 6.5.7 Spanning Vents V No Fig. 6-1 Standoff Attachment Hardware I Comp Mount Type C Section 6.5.6.3 Roof Slope qh 360 Fig. 6-1113/C/D-14A/B Rafter Spacing h 16" O.C. I Section 6.2 Framing Type Direction Y -Y Rafters T -allow Purlin Spacing X -X Purlins Only NA DCR Tile Reveal Tile Roofs Only NA Tile Attachment System Tile Roofs Only NA Standin Seam/Trap Spacing SM Seam Only NA Wind Design Criteria Wind Design Code KZ ASCE 7-05 Table 6-3 Wind Design Method KA Partially/Fully Enclosed Method Section 6.5.7 Basic Wind Speed V 100 mph Fig. 6-1 Exposure Category I C Section 6.5.6.3 Roof Style qh Gable Roof Fig. 6-1113/C/D-14A/B Mean Roof Height h 35 ft I Section 6.2 Wind Pressure Calculation Coefficients Wind Pressure Exposure KZ 1.01 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 3.0 psf 22.1 psf T -actual Wind Pressure Ext. Pressure Coefficient U GC -0.95 Fig. 6-11B/C/D-14A/B Ext. Pressure Coefficient Down GC(Down) 0.88 Fig. 6-11B/C/D-14A/B Design Wind Pressure p p = qh (GC) Equation 6-22 Wind Pressure U „ -21.0 psf Wind Pressure Down 19.3 psf ALLOWABLE STANDOFF SPACINGS X -Direction Y -Direction Max Allowable Standoff Spacing Landscape 64" 39" Max Allowable Cantilever Landscape 24" NA Standoff Configuration Landscape Staggered Max Standoff Tributary Area Trib 17 sf PV Assembly Dead Load W -PV 3.0 psf Net Wind Uplift at Standoff T -actual -339 lbs Uplift Capacity of Standoff T -allow 500 lbs Standoff Demand/Capacity DCR 67.8% 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 -423 lbs Uplift Capacity of Standoff T -allow 500 lbs Standoff Demand/Capacity DCR 84.6% k STRUCTURE ANALYSIS - LOADING SUMMARY AND MEMBER CHECK - MP2C i 1. Pb - w' pi, w -i vui, w -pv per m0k-E i Lnyure 1-t) z. pt = U./ lLe) k -t) lis) pg (-a=U.y, (-t=1.1, 15=1.0 Member Desi n Summa(per NDS Governing Load Comb CD CL + CL - CF Cr D + S 1.15 1.00 1 0.30 1 1.1 1.15 Member Anal sis Results Summary Governing Analysis Pre -PV Demand I jPost-PVDemandlNet Im act Result Gravity Loading Check 936 psi 1 1 771 psi 1 0.82 Pass Member Properties Summary mary MP2C Horizontal Member Spans Overhang 0.74 ft Rafter Pro erties Actual W 1.50" Roof System Proernes San 1 14.38 ft Actual D 9.25" Number of spans (w/o Overhang) 1 San 2 Nominal Yes Roofing Material Comp Roof San 3 A 13.88 in A2 Re -Roof No Span 4 S. 21.39 in.^3 Plywood Sheathing Yes San 5 ix 98.93 in.^4 Board Sheathing None Total Rake Span 18.69 ft TL Defrn Limit 120 Vaulted Ceiling No PV 1 Start 1.75 ft Wood Species SPF Ceiling Finish 1/2" Gypsum Board PV 1 End 10.00 ft Wood Grade #2 Rafter Slope 360 PV 2 Start Fb 875 psi Rafter Spacing 16" O.C. PV 2 End F„ 135 psi Top Lat Bracing Full PV 3 Start E 1400000 psi Bot Lat Bracing At Supports PV 3 End Emin 510000 psi i 1. Pb - w' pi, w -i vui, w -pv per m0k-E i Lnyure 1-t) z. pt = U./ lLe) k -t) lis) pg (-a=U.y, (-t=1.1, 15=1.0 Member Desi n Summa(per NDS Governing Load Comb CD CL + CL - CF Cr D + S 1.15 1.00 1 0.30 1 1.1 1.15 Member Anal sis Results Summary Governing Analysis Pre -PV Demand I jPost-PVDemandlNet Im act Result Gravity Loading Check 936 psi 1 1 771 psi 1 0.82 Pass Member Loading mary Roof Pitch 9/12 Initial Pitch Adjust Non -PV Areas PV Areas Roof Dead Load DL 11.0 psf x 1.24 13.6 psf 13.6 psf PV Dead Load PV -DL 3.0 psf x 1.24 3.7 psf Roof Live Load RLL 20.0 psf x 0.78 15.5 psf Live/Snow Load LL/SL 1,2 50.0 psf x 0.7 J x 0.4 35.0 psf 20.0 psf Total Load (GoverningLC TL 48.6 Psf 37.3 Psf i 1. Pb - w' pi, w -i vui, w -pv per m0k-E i Lnyure 1-t) z. pt = U./ lLe) k -t) lis) pg (-a=U.y, (-t=1.1, 15=1.0 Member Desi n Summa(per NDS Governing Load Comb CD CL + CL - CF Cr D + S 1.15 1.00 1 0.30 1 1.1 1.15 Member Anal sis Results Summary Governing Analysis Pre -PV Demand I jPost-PVDemandlNet Im act Result Gravity Loading Check 936 psi 1 1 771 psi 1 0.82 Pass CALCULATION OF DESIGN WIND LOADS - MP2C Mounting Plane Information Roofing Material KZ Comp Roof Table 6-3 PV System Type Krt SolarCity SleekMountTM Section 6.5.7 Spanning Vents V No Fig. 6-1 Standoff Attachment Hardware I Comp Mount Type C Section 6.5.6.3 Roof Slope qh 360 Fig. 6-11B/C/D-14A/B Rafter Spacing h 16" O.C. I Section 6.2 Framing Type Direction Y -Y Rafters T -allow Purlin Spacing X -X Purlins Only NA DCR Tile Reveal Tile Roofs Only NA Tile Attachment System Tile Roofs Only NA Standin Seam/Trap Spacing SM Seam Only NA Wind Design Criteria Wind Design Code KZ ASCE 7-05 Table 6-3 Wind Design Method Krt Partially/Fully Enclosed Method Section 6.5.7 Basic Wind Speed V 100 mph Fig. 6-1 Exposure Category I C Section 6.5.6.3 Roof Style qh Gable Roof Fig. 6-11B/C/D-14A/B Mean Roof Height h 35 ft I Section 6.2 Wind Pressure Calculation Coefficients Wind Pressure Exposure KZ 1.01 Table 6-3 Topographic Factor Krt 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 3.0 psf 22.1 psf T-actual Wind Pressure Ext. Pressure Coefficient U GC -0.95 Fig. 6-11B/C/D-14A/B Ext. Pressure Coefficient Down GC wn 0.88 Fig, 6-11B/C/D-14A/B Design Wind Pressure pp = qh (GC) Equation 6-22 Wind Pressure U ,, -21.0 psf Wind Pressure Down 19.3 psf ALLOWABLE STANDOFF SPACINGS X -Direction Y -Direction Max Allowable Standoff Spacing Landscape 64" 39" Max Allowable Cantilever Landscape 24" NA Standoff Configuration Landscape Staggered Max Standoff Tributary Area Trib 17 sf PV Assembly Dead Load W -PV 3.0 psf Net Wind Uplift at Standoff T-actual -339lbs Uplift Capacity of Standoff T -allow 500 lbs Standoff Demand/Capacity DCR 67.8% 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 -423 lbs Uplift Capacity of Standoff T -allow 500 lbs Standoff Demand/Capacity DCR 84.6% t STRUCTURE ANALYSIS - LOADING SUMMARY AND MEMBER CHECK - MP3 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 Summa(per NDS Governing Load Comb CD CL + CL CF Cr D + S 1.15 1.00 1 0.32 1.1 1.15 Member Anal sis Results Summary Governing Analysis Pre -PV Demand st-PVDemandl Net Im act Result Gravity Loading Check 810 psi 625 psi 1 0.77 1 Pass Member Properties Summary mary MP3 Horizontal Member Spans Overhang 0.66 ft Rafter Pro erties Actual W 1.50" Roof System Properties San 1 13.38 ft Actual D 9.25" Number of Spans (w/o Overhang) 1 San 2 Nominal Yes Roofing Material Comp Roof San 3 A 13.88 in A2 Re -Roof No San 4 S. 21.39 in.^3 P1 ood Sheathing Yes San 5 xx 98.93 in.^4 Board Sheathing None Total Rake Span 17.35 ft TL Defl'n Limit 120 Vaulted Ceiling No PV 1 Start 1.83 ft Wood Species SPF Ceiling Finish 1/2" Gypsum Board PV 1 End 12.83 ft Wood Grade #2 Rafter Slope 360 PV 2 Start Fb 875 psi Rafter Spacing 16" O.C. PV 2 End F„ 135 psi Top Lat Bracing Full PV 3 Start E 1400000 psi Bot Lat Bracing At Supports PV 3 End Emin 510000 psi 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 Summa(per NDS Governing Load Comb CD CL + CL CF Cr D + S 1.15 1.00 1 0.32 1.1 1.15 Member Anal sis Results Summary Governing Analysis Pre -PV Demand st-PVDemandl Net Im act Result Gravity Loading Check 810 psi 625 psi 1 0.77 1 Pass Member Loading mary Roof Pitch 9/12 Initial Pitch Adjust Non -PV Areas PV Areas Roof Dead Load DL 11.0 psf x 1.24 13.6 psf 13.6 psf PV Dead Load PV -DL 3.0 psf x 1.24 3.7 psf Roof Live Load RLL 20.0 psf x 0.78 15.5 psf live/Snow Load LL SL1.2 50.0 psf x 0.7 ) x 0.4 35.0 psf 20.0 psf Total Load(Governing LC TL 1 1 48.6 psf 37.3 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 Summa(per NDS Governing Load Comb CD CL + CL CF Cr D + S 1.15 1.00 1 0.32 1.1 1.15 Member Anal sis Results Summary Governing Analysis Pre -PV Demand st-PVDemandl Net Im act Result Gravity Loading Check 810 psi 625 psi 1 0.77 1 Pass CALCULATION OF DESIGN WIND LOADS - MP3 Mounting Plane Information Roofing Material KZ Comp Roof Table 6-3 PV System Type Krt SolarCity SleekMountTM Section 6.5.7 Spanning Vents V No Fig. 6-1 Standoff Attachment Hardware I Comp Mount Type C Section 6.5.6.3 Roof Slope qh 360 Fig. 6-11B/C/D-14A/B Rafter Spacing h 16" O.C. I Section 6.2 Framing Type Direction Y -Y Rafters T -allow Purlin Spacing X -X Purlins Only NA DCR Tile Reveal Tile Roofs Only NA Tile Attachment System Tile Roofs Only NA Standin Seam/Trap Spacing SM Seam Only NA Wind Design Criteria Wind Design Code KZ ASCE 7-05 Table 6-3 Wind Design Method Krt Partially/Fully Enclosed Method Section 6.5.7 Basic Wind Speed V 100 mph Fig. 6-1 Exposure Category I C Section 6.5.6.3 Roof Style qh Gable Roof Fig. 6-11B/C/D-14A/B Mean Roof Height h 35 ft I Section 6.2 Wind Pressure Calculation Coefficients Wind Pressure Exposure KZ 1.01 Table 6-3 Topographic Factor Krt 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 3.0 psf 22.1 psf T -actual Wind Pressure Ext. Pressure Coefficient U GC -0.95 Fig. 6-11B/C/D-14A/B Ext. Pressure Coefficient Down GC(Down) 0.88 Fig. 6-11B/C/D-14A/B Design Wind Pressure p p = qh (GC) Equation 6-22 Wind Pressure U o -21.0 psf Wind Pressure Down 19.3 psf ALLOWABLE STANDOFF SPACINGS X -Direction Y -Direction Max Allowable Standoff Spacing Landscape 64" 39" Max Allowable Cantilever Landscape 24" NA Standoff Configuration Landscape Staggered Max Standoff Tributary Area Trib 17 sf PV Assembly Dead Load W -PV 3.0 psf Net Wind Uplift at Standoff T -actual -339 lbs Uplift Capacity of Standoff T -allow 500 lbs Standoff Demand/Capacity DCR 67.810 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 -423 Itis Uplift Capacity of Standoff T -allow 500 lbs Standoff Demand/Capacity DCR 84.6% DocuSign Envelope ID: 61C14EBD-71C3-4COF-AOCE-C493045DBEFC Customer Name and Address Danis Lui 96 Palomino Dr North Andover, MA 01845 System installation cost Installation Location Date 96 Palomino Dr Lot 11 1/13/2016 North Andover, MA 01845 Here are the key terms of your Power Purchase Agreement Electricity rate g kWh Initial here The SolarCity Promise • We guarantee that if you sell your Home, the buyer will qualify to assume your Agreement ....::.............. • We warrant all of our roofing work. • We restore your roof at the end of the Agreement. • We warrant, insure, maintain and repair the System . ......... ................................ ........................ ::.._....,......:.................. ..............:::........................... .......... • We fix or pay for any damage we may cause to your property. • We provide 24/7 web -enabled monitoring at no additional cost. • The rate you pay us will never increase by more than 2.90% -per year, • The pricing in this Agreement is valid for 30 days after 1/i3/2016.-, Your SolarCity Power Purchase Agreeme'rit Details Your Choices at theEndof the Initial Amount due at contract signing Term:,,' $0 • SolarCity will remove the System at no Est. amount due at installation cost.to you. $0 • You can upgrade to a new System with the latest solar technology under a new Est. amount due at building inspection contract. $0 • You may purchase the System from Est. first year production SolarCity for its fair market value as 11,747 kWh specified in the Agreement. • You may renew this Agreement for up to ten (10) years in two (2) five (5) year increments. 3055 Clearview Way, San Mateo, CA 94402 1 888.765.2489 j solarcity.com Power Purchase Agreement, version 9.1.0, November 11, 2015 SAPC/SEFA Compliant Contractors License MA HIC 168572/EL-1136MR Document generated on 1/13/2016 Copyright 2008-2015 SolarCity Corporation, All Rights Reserved Agreement T"m �b Initial here DS VC Initial here.__, DS Initial here. Options for System Purchase: • At certain times, as specified in the Agreement, you may purchase the System. • These options apply during the 20 year term of our Agreement and not beyond that term. 1483928 DocuSign Envelope ID: 61C14EBD-71C3-4COF-AOCE-C493045DBEFC 23. NOTICE OF RIGHT TO CANCEL. YOU MAY CANCEL THIS CONTRACT AT ANY TIME PRIOR TO MIDNIGHT OF THE THIRD BUSINESS DAY AFTER THE DATE YOU SIGN THIS CONTRACT. SEE EXHIBIT 1, THE ATTACHED NOTICE OF CANCELLATION FORM FOR AN EXPLANATION OF THIS RIGHT. 24. ADDITIONAL RIGHTS TO CANCEL. IN ADDITION TO ANY RIGHTS YOU MAY HAVE TO CANCEL THIS PPA UNDER SECTION 23, YOU MAY ALSO CANCEL THIS PPA AT NO COST AT ANY TIME PRIOR TO COMMENCEMENT OF CONSTRUCTION ON YOUR HOME. 25. Pricine The pricing in this PPA is valid for 30 days after 1/13/2016. If you don't sign this PPA and return it to us on or prior to 30 days after 1/13/2016, SolarCity reserves the right to reject this PPA unless you agree to our then current pricing. I have read this Power Purchase Agreement and the Exhibits in their entirety and I acknowledge that I have received a complete copy of this Power Purchase Agreement. Customer's Name: Danis Lui DocuSign'e1d,by: Signature: Date: 1/13/2016 Customer's Name: Signature: SolarCity approved Lyndon Rive, CEO 1/13/2016 Power Purchase Agreement, version 9.1.0, November 1.1, 2015 go] :X 1,483928 IF 0 z I I I 1 4 t k A! -j 0 m 0 5 m 0 (A F= -o;3R,c-c3r--m 0 0 @ 0 3 w - W =r M CL 0 0 < rb C, R —, " v 0 D CA < W a to C -U-< go z Z -0 M @ 'n =3 3 CL 00 -% 0 m n 0 0 CL > M w n = W51,0 I mz. =0 > z Ln = m rn n 0 0 I- mQ ct FF 0 CL cr CL p 4 i-3 yy n r+ ro —n C,) 0 C) z 0) C) -q m > U2 CD CA � .1 K:z cn w 2 > m m w m�j C=) A A C) C) (n c) c) > > m: Ft C: C/) cn w cn 0: m M CA3 °oC) pCD (=) > C) > > C/) -3 : 2 :3 :3 o C/) M M Cn :�.: CS —n C,) 0 C) z 0) C) -q m > U2 CD CA � .1 K:z C) -:E'a 2 > 0, K A A 01 (n &.6,62 L. 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Gen. Laws, Ch.139, Sec.313 NORTH ANDOVER BUILDING COMMOSSIONER NORTH ANDOVER TOWN HALL NORTH ANDOVER MA 01845 Re: Insured: WARREN F KELLEY Property Address: 39-41 PARK STREET, NORTH ANDOVER, MA 01845 Policy Number: 0880768 Type Loss: Fire (including Fire caused by Lightning Date of Loss: 02/06/2016 Claim Number: 403306 Claim has been made involving loss, damage or destruction of the above captioned property, which may either exceed $1000.00 or cause Massachusetts General Laws, Chapter 143, section 6 to be applicable. If any notice under Massachusetts General Laws, Chapter 139, Section 3B is appropriate, please direct it to the attention of the writer and include a reference to the captioned insured, location, policy number, date of loss and claim or file number. MPIUA Claims Division CMA00021 2/10/2016