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Home My WebLink AboutBuilding Permit #975-15 - 371 MARBLERIDGE ROAD 5/28/2015a Permit FA - Date Issued: BUILDING PERMIT TOWN OF NORTH ANDOVER APPLICATION FOR PLAN EXAMINATION Date Received I '- IMPORTANT: Applicant must complete all items on this page I LOCATIQ4 PROPERTY PARGEL;� ZONING DISTRICT:.. Historic District: yes: :Madhine Shoo Villaqe Yes ho ,no .no TYPE OF IMPROVEMENT PROPOSED USE Residential Non- Residential New Building VOne family El Addition El Two or more family 0 Industrial 2"Alteration No. of units: 0 Commercial El Repair, replacement El Assessory Bldg 0 Others: El Demolition [I Other Q—Septi- EIVVell 0�'.FloodpWn Q wotio -d' -n, S El Watershed:lDistrict. 0 Water/Sower DESCRIPTIOft OF 441ORK TO BE PERFORMED: q-,; 15j-ck e,(,e 12011,9j7, rn4-e cd- (n5viod onin oc4�' I — )ndz rcoo ae cted uLiih Aw h=�- 3 o�uka-(,n-1 Sys M Identification - Please Type or Print Clearly OWNER: Name: Address: All Q&ntractor Name:W-,N k Address: -,80 --A'esgamh Phone: q-)&- L0 1--& rtxr). ibate: Supervisor's Constrwctjon;License� ExD. Date: I 5/s /L7 ARCH ITECT/ENG1 NEER Phone: Address: Reg. No. FEE SCHEDULE. BULDING PERMIT. $12.00 PER $1000.00 OF THE TOTAL ESTIMATED COSTBASED ON $125.00 PER S.F. Total Project Cost:$ 1(12, 000 FEE: $ lqz- . I . Building Department The following is a list of the required forms to be filled out for the appropriate permit to be obtained. 11 Roofing, Siding, Interior Rehabilitation Permits Li Building Permit Application Li 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 NCDTE: All dumpster permits require sign off from Fire Department prior to issuance of Bldg Permit Addition Or Decks o Building Permit Application Li 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 NC>TE: 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 NOTE: All dumpster permits require sign off from Fire Department prior to issuance of Bldg. Permit irit all cases if a variance or special permit was required the Town Clerks office must stamp the decision from the Board of Appeals ttxat the appeal period is over. The applicant must then get this recorded at the Registry of Deeds. One copy and proof of recording nx ust be submitted with the building application Doe: Building Permit Revised 2014 Plans Submitted Plans Waived Certified Plot Plan El Stamped Plans F1 TYPE -'OF SEWERAGE DISPOSAL Public Sewer Tanning/1\4assage/13ody Art Swimming Pools Well Tobacco Sales Food Packaging/Sales El Private (septic tank, etc. Permanent Dumpster on Site THE FOLLOWING SECTIONS FOR OFFICE USE ONLY INTERDEPARTMENTAL SIGN OFF - U FORM PLANNING & DEVELOPMENT COMMENTS Reviewed On Signature CONSERVATION Reviewed on Signature COMMENTS HEALTH Reviewed on Signature COMMENTS Zoning Board of Appeals: Variance, Petition No: Zoning Decision/receipt submitted yes P.1anning Board Decision: Conservation Decision: .Comments Comments I Water & Sewer Connection/sig Ir - nature & Date Driveway Permit DPW Town Engineer: Signature: Located 384 Osgood Street FIRE D !' L t lK P : RTMENT � T rhp b p ye e urn ster on site no 0 Loc7ated at 124 Main Street , F ro , Pepartment sigh9ture/date ir-e COMM Dimension Number of Stories: Total land area, sq. ft.: Total square feet of floor area, based on Exterior dimensions. ELECTRICAL: Movement of Meter location, mast or service drop requires approval of Electrical Inspector Yes No DANGER ZONE LITERATURE: Yes No MGL Chapter 166 Section 21 A —F and G min.$100-$l 000 fine Nu i tb ana LJA I A — (1 -or clepartment use U Notified for pickup Call Email Date Jime Contact Name Doc.Building Pennit Revised 2014 L r- Location No. Date Check #1 26841 TOWN OF NORTH ANDOVER Certificate of Occupancy Building/Frame Permit Fee $ Foundation Permit Fee $ Other Permit Fee TOTAL $---At Building Inspector t I CO) -0 CD 0 z rms. o CD CL r - =r > 0 0 CD CL Cr CD 0 03 03 a CD 0 CC CD :3 CA ,a CD 0 r -l -L 0 n Ow" U) 0 0 :3 U) 0. 0 c 0 c U) CD 0 :3 r -OL =r CD CD a. U) CD U) 0 z 0 CD 3 0 CD cl) m 0 --I 0: n 0 z 0 h st CD N 0 to 0 CL F co X CD cm r_ 0 2. 0 - co cn -0 CD 00-0 — 0 --1 0 --I C: 0 cr CD C40 ;;o 0 C z 0 Ln :5. (-) (D CD r- m -0 c m o = FD - 0 :n 0 cu 0 Cl) V) (D '0 = () Ln (D 3 0 0 0. h =r FR cn cn — CD 2) CO) 0 & CD M ' CD -fj !� a) @ : CD 0 = o > m 0 6 M U) 1� mlA X M m r) -4 0 z 0 Cl) m cn 0— Z z cl) m 0 --I 0: n 0 z 0 h st CD N 0 to 0 CL F co X CD cm r_ 0 2. 0 - co cn -0 CD 00-0 — 0 --1 0 --I 03 (D 0 cr CD C40 ;;o 0 C CD E 0 CD 0 Ln :5. (-) (D CD m r— m -n S. -0 c -n 7'. 2L o = FD - 0 :n 0 cu 0 C: V) (D '0 = () Ln (D 3 0 0 0. h =r FR cn CD 2) CO) 0 & CD M ' CD -fj !� a) @ : CD = o > m 0 to rL = z z Ln M m 0 U) 1� mlA %0 r -OL 0 =r 0 "IN CD CD CD 0 0 cm (0) h CD ,o O -h > CD :3 F. J, v 0 CL < (D 0 r (D (n L 0 CD CD CL CD -0 CD Cl) SO 0 0 CD CD ch "a CD 5-0 h > CD ;T CD 'a CL awo m L/) 3 0 77 (D (D Ln (D rD 0 03 (D -n F. 2L ;;o 0 C -n 2L Ln :5. (-) (D ::a 0 m r— m -n S. x o C: cm c -n 7'. 2L 3 = (D ::o 0 0 cu 0 C: V) (D '0 = () Ln (D 3 -n 0 0 CL -- rD m m > m z > m 0 > m 0 z z Ln M m 0 M m r) -4 0 0 > 2 m 3: fj May 22, 2015 Project/Job # 0182034 RE: CERTIFICATION LETTER Project: Gagnon Residence 371 Marbleridge Rd North Andover, MA 01845 To Whom It May Concern, Version #46.2 15 A jobsite survey of the existing framing system was performed by a site survey team from SolarCity. Structural review was based on site observations and the design criteria listed below: Design Criteria: - 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 - MP1: Roof DL = 10.5 psf, Roof LL/SL = 35 psf (Non -PV Areas), Roof LL/SL = 22 psf (PV Areas) - MP3: Roof DL = 10.5 psf, Roof LL/SL = 35 psf (Non -PV Areas), Roof LL/SL = 22 psf (PV Areas) Note: Per IBC 1613.1; Seismic check is not required because Ss = 0.33365 < 0.4g and Seismic Design Category (SDQ = C < D On the above referenced project, the components of the structural roof framing impacted by the installation of the PV assembly have been reviewed. After this review it has been determined that the existing structure is adequate to withstand the applicable roof dead load, PV assembly load, and live/snow loads indicated in the design criteria above. I certify that the structural roof framing and the new attachments that directly support the gravity loading and wind uplift loading from PV modules have been reviewed and determined to meet or exceed structural strength requirements of the MA Res. Code, 8th Edition. Please contact me with any questions or concerns regarding this project. Digitally signedby Nick Gordon Date: 2015.05.2'i'l 3-08:36 -07'00' 3055 Clearview Way San Mateo, CA 94402 T (650) 638-1028 (888) SOL -CITY F (650) 638-1029 solarcity.corn Al"')(" 2,1377 1. CA rx) E�' Q'- 11 �' 7- �� - o- H'�� --1 H! 071-�,'P-70, W. A H:(� 16k35�2. Nn MW I,_ I a OP '�04 A: PA _W7j,", i X, ! D�R 270��, VV, GC11 L A FQ-0 I' �07� P, 05.22.201S ',IN, . 310 Version #46.2 11 System Structural ,,5olarCity. Design Software -iiiit",O-rf irk-0-n-b"'fthka TARIF nF'rnN-TFNTQ ProjectName:, Gagnon Residence AHJ: —6@ldin—C North Andover 1 Job Number: 0182034 6d e-: MA Res. Code, 8 th Edition Customer Name* Gagnon, Seth Based On: IRC 2009 IBC 2009 Address: 371 Marbleridge Rd ASCE tod'' ASCE 7-05 City/State: North Andover, - MA Risk -Category: Zip_Code 01845 ------ _,Ypgrad e�'Req'd? No —,Lati.tu,d.e./,L,o,nqi,tudlel:, 42.674091 -71.099815 I __ --Stamp_kejq'& Yes SC Offi ce:1 Wilmington S t eve n P r octer Certification Letter 1 Project Information, Table Of Con tents, & Vicinity Map 2 Structure Analysis (Loading Summary and Member Check) 3 Hardware Design (PV System Assembly) 4 Note: Per IBC 1613.1; Seismic check is not required because Ss = 0.33365 < 0.4g and Seismic Design Category (SDQ = C < D 371 Marbleridge Rd, North Andover, MA 01845 Latitude: 42.674091, Longitude: -71.099815, Exposure Category: C 05.22.2015 11 lyslem Structural Version #46.2 .O.,SdarCky. Design Software —O-R-6,-iE—ttl—N—FOR—MATI—O-N---&-T-A-B-L-E 0--F--- CONTENTS Project.Name� Job Number: Residence 0182034 AHJ: NortR Andover MA Res. Code, 8th Edition IRC 200§ / 6C 2064 No Yes � �ieven--Pr—octer BLildinggod Customer Name: ress: Gagnon,Seth Based On: 371 Marbleridge Rd ASCE Code: ty/ _State:- _North Andov r,_MA e 01845 -------LRgradesReq'd? _Kisk.i5tpgory: zi —_,Wtiltude �ongitude: SC Office: __5Z.0Zj09j -71.099815 Wilimington - PV Desianer: Certification Letter 1 Project Information, Table Of Contents, & Vicinity Map 2 I Structure Analysis (Loading Summaryiancl Member Check) 3 Hardware Design (PV System Assembly) 4 Note: Per IBC 1613.1; Seismic check is not required because Ss = 0.33365 < 0.4gand Seismic Design Category (SDC) = C < D 371 Marbleridge Rd, North Andover, MA 01845 Latitude: 42.674091, Longitude: -71.099815, Exposure Category: C iSTRUCTURE ANALYSIS - LOADING SUMMARY AND MEMBER CHECK - MP1 Notes: 1. ps = Cs*pf, Cs -roof, Cs -pv per ASCE 7 [Figure 7-2] 2, pf = 0.7 (Ce) (CO (Is) Pg; C,=0-9, Ct=1-1, I,= 1-0 'Meniber Design Su mary (per NOS) Governing Load Combi, CD CL CL -Cr D+S 1. 15 1.00 0.40 1.2- IJ5 McimberfirooertiesSummary Su mar _y mpi "Roof Pitch' Horizontal Overhang M mber Spans 0.99 ft Rafter P perties Actual W 1.501, Roof System Prope es Span 1 13.10 ft Act ual D 7.25" Number of Spans (w/o Overhang) 1 Span 2 x f.18 Nominal Yes Roofing Material Comp koof Span I 16.5 psf -A- 10.88 in.A2 Re -Roof No Span 4 22.0 psf S. 13.14 in A3 Plywood Sheathing Yes Span S� '1. 47.63 in A 4 Board Sheathing None Total Span 14.09 ft TL DON Limit 120 Vaulted Ceiling 'No PV I start -1.25 ft Wood Species- SPF Ceiling Finish 1/2" Gypsum Board PV 1 End 12.33 ft Wood Grade #2 Rafter Slope 320, PV2 Start Fb 875 psi Rafter Spacing 16" O.C. PV 2 End F, 135 psi Top Lat Bracing Fulli 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) (CO (Is) Pg; C,=0-9, Ct=1-1, I,= 1-0 'Meniber Design Su mary (per NOS) Governing Load Combi, CD CL CL -Cr D+S 1. 15 1.00 0.40 1.2- IJ5 .Mernber Loading 1 .1 Su mar _y "Roof Pitch' , I * 8/12 Initial Pitch Adfust Non -PV Areas PV Areas Roof Dead Load 131. 10.5 psf x 1.18 12.4 psf 12.4 psf PV Dead Load PV -DL v! 3,0 Psf x f.18 _979 psi 1,5 psf Roof Live Load RLL 20.0 psf x 0.83 16.5 psf -39 psi lLive/Snow Load LL/SL11 2 50.0 psf x,,0.7 I x 0.44 j 35.0 psf 22.0 psf ITotal Load (Governing LQ I TL I I - 47.4 psf 37.9 psf Notes: 1. ps = Cs*pf, Cs -roof, Cs -pv per ASCE 7 [Figure 7-2] 2, pf = 0.7 (Ce) (CO (Is) Pg; C,=0-9, Ct=1-1, I,= 1-0 'Meniber Design Su mary (per NOS) Governing Load Combi, CD CL CL -Cr D+S 1. 15 1.00 0.40 1.2- IJ5 Merhber- nalysio Results SWminary f4aximurn MaxlDerfiandj� @Location Capacity DCR Load Combo Shear Stress 45 psi 1.0 ft. 155 psi 0.29 D + 5 Bending (t) Stress _979 psi 7.6 ft. 1389- psi 0.71, D+S Bending (-) Stress -39 psi 1.0 ft. -551 psi 0.07 D+S Fbtal Load Deflection 0.69 in. I L/269 7.6 ft. 1.54 ih. I U120 0.45 D+5 ,CALCUIATIGN OF DESIGN WINDIOADS Aft Roofing Material Wind Design Code K� PV System Type Table 6-3 Wind Design Method Spwr�ng Vents -'---- Partialty/Full Enclosed Method Section 6.5.7 Standoff (Attachment Hardware) V 100 mph Roof Slope Exposure Category, 1 Rafter Spacing -Section 6.5.6.3 Roo S le . f , ty., Framing Type / Direction Gable Roof - � ____ Fig. 6-11B/C/D-14A/B -1._.__________111-_ --- -1 Purlin Spacing X -X Purlins Tile Reveal Net Wind Uplift at Standoff Tile Roofs Tile Atta ch m ent System- --Tile -R—oo-f-s I Standing Seam/Trap Spacing T -allow SM'Seam SolarCity SleekMount"m No Wind Design Criteria Wind Design Code K� ASCE 7-05 Table 6-3 Wind Design Method Wind Pressure Up P(UP] Partialty/Full Enclosed Method Section 6.5.7 Basic Wind Speed V 100 mph Fig. 6-1 Exposure Category, 1 C -Section 6.5.6.3 Roo S le . f , ty., qh Gable Roof - � ____ Fig. 6-11B/C/D-14A/B -1._.__________111-_ --- -1 Mean Roof Height 25 ft I Section 6.2 Wind Pressure Calculation Coefficients Wind Pressure Exposure K� 0.95 Table 6-3 Topographic Factor Wind Pressure Up P(UP] -19.6 psf Section 6.5.7 Wind Directionality Factor Kd 0.85 Table 6-4 Importance Factor 1 1.0 Table 6-1 Velocity Pressure qh qh 0.00256 (Kz) (KzQ (Kd) (VA2) (1) Equation 6-15 W_PV —t-i-c—tual 20.6 psf I Wind Pressure I Ext. Pressure Coefficient (Up) GCp (up). -0.95 Fig. 6-11B/C/D-14A/B Ext. Pressure Coefficient (Down) GC, mgwn) 0.88 Fig. 6-11B/C/D-14A/B Design Wind Pressure p p = qh (GCp) Equation 6-22 Wind Pressure Up P(UP] -19.6 psf ,Wind Pressure Down P(down) 18.0 Psf . . . ...... . 1k_LL6*Ad_QE_ST__ANb_0 _FF S_P_AC"_1_N_G_S___ Max Allowable Standoff Spacinq Landsca 39" MAX -Allowable -Cantilever ..... . . . ... .......... ......... Landscape- 24" NA Standoff Configuration Landscape Staggered Max Standoff Tributary Area Trib 17 sf PV Assembly Dead Load W_PV —t-i-c—tual 3.0 psf Net Wind Uplift at Standoff Uplift Capacity of Standoff T -allow 500lbs CALCULATION OF DESIGN WINDIOADS _"MP1 Mounting Plane Information Roofing Material K� Comp Roof Table 6-3 Pv._§�s'tem,Typ_e__ Fig. 6-1 SolarCity SleekMountTM Section 6.5.7 �panninq Vents Kd No h Standoff (Attachment Hardware) -_M65 - iff 6m D U�t tvP9_C 1.0 Table 6-1 Roof Slope qh 320 16 O.C. Equation 6-15 Rafter SDacina 1 20.6 psf Frami�6'Typi/ E�reaion -3h fbis__ Y -Y Rafters Vplif� CaR a ity of Standoff Pqrli-n.'Spacing X_Pdrlins.0 nly ,Standoff Demand/Capacity Tile Reveal Tile Roofs Only _NA NA Tile Attachment System Tile Roofs -only —S _M —Se -a S-ta- 4n6 ��a mff�a m— 6 �l y _NA_ NA Wind Desi4h Criteria Wind Design Code Wind.Desiqn Method B -a i n j �jLe e K� ASCE 7-05 Partliall�/�djg5j�os_ed Method 100 M6 ------Section Gable Roof 25 ft Table 6-3 V Fig. 6-1 ExpoWre -Category— Roof S le Section 6.5.7 6.5.6.3 Fig. 6-11B/C/D-14A/Bl I Section 6." Kd ,Mean Roof Height h Wind Pressure Calculation Coefficients Wind Pressure Exposure K� 0.95 Table 6-3 Topqgr_aphic_FaEE(;r_ _�Zt -19.6 pslf Section 6.5.7 Wind Directionali�y Factor Kd 0.85 –Table– _6_-,4__-_ Importance Factor 1 1.0 Table 6-1 Velocity Pressure qh qh 0.00256.(Kz.) (Kzt) (Kd) (VA2) (1) Equation 6-15 I 1 20.6 psf _j Ext. Pressure Coefficient (Up) GCp (up) -0.95 Fig. 6-11B/C/D-14A/B Ext Pressure Coefficient (Down) GCy (Down) 0.88 Fig. 6-11B/C/D-14A/B Design Wind Pressure P p qh (GCP) Equation 6-22 Wind Pressure Up pfug)) -19.6 pslf Wind Pressure Down P(down) 18.0, Psf ALLOWABLE STANDOFF SPACINGS X-Diredion Y-Directio n Max Allowable Standoff SpRci ,pg LandscaRe 64" 39" Ma Allowable Cantilever I V.N. Landscape 24" Standoff Configuratiqn Landscape gered Max,Standoff Tributary,Area, Trib 17 sf PV 8�sembly_Dead Load W_PV 10 psf ,Net Wind Upli-ft.at,Standoff f:57ctu_ai -3h fbis__ Vplif� CaR a ity of Standoff T -allow 500 lbs ,Standoff Demand/Capacity DCR 6i'�_0/0 X -Direction Ymll)irection Max Allowable StanqffSpacLng Portrait 65" xAllowable.Canblever Portrait .418" 17" Standoff Configuration Portrait Staggered Max.Standoff Tributary.Area ____,Tri- b .,2.2 sf PV Assembly Dead Load W_PV 3.0 psf Ne.t.Wind,.Uplift at-Stand,off -actual -j§-O- 16S Uplift Capacity of Standoff T-alloi 5idO lbs ,§tg-n—doff 5e`maWd_/&pacitY b -CR J 8. 1 6/� ;STRUCTURE ANALYSIS - L0ADINiG'WAMW_Rf _AkI5_I4EK_EMttA ---M-3'- NOTeS: i. ps = Ls -pr; Ls -root, Ls -pv per AbUt / Lhgure I-zj z. pt = u./ (cj (c,) (is) pg; c,=o.9, u -t= .1, is= i.o AembiBe Design Surmnain� - (per NOSY Governing Load Comb CD CL CQ4 CF Cr - D+S 1.15 1.00, 1 0.44 1.2 1.15 Metnib r Properties Summary kesults Summary MP3 8112 Horizontal Member Spans Overhang 0.99 ft Rafter P, perties Actual W 1.50" Roof Systdrh Pro pe es. Span 1 11.75 ft Actual D 7.25" Number of Spans (w/o Overhang) x 1. 18 Span 2 Nominal' Yes Roofing Material I ComD Roof, SDan 3 A A 10.88 In 2 Re -Roof No Span 4 S. 13.14 in A 3 Plywood Sheathing Yes Span 5 1, 47,63 in A 4 Board Sheathing None Total Span 12.74 ft TL Deffn Limit 120 Vaulted Ceiling No PV 1: Start 1 It Species SPF Ceiling Finish 1/2" Gypsum Board -.83 PV 1 End 10. 17 It -Wood Wood Grade #2 Rafter Slope 320 PV 2 Start Fb 875 psi Rafter Spacing 16" O.C. PV 2 End F, 135 psi To Lat Bracing Full PV 3 Start E 1400000 psi Bot Lat Bracing At Supports PV 3 End Emin 510000 psi NOTeS: i. ps = Ls -pr; Ls -root, Ls -pv per AbUt / Lhgure I-zj z. pt = u./ (cj (c,) (is) pg; c,=o.9, u -t= .1, is= i.o AembiBe Design Surmnain� - (per NOSY Governing Load Comb CD CL CQ4 CF Cr - D+S 1.15 1.00, 1 0.44 1.2 1.15 Member' Loading Su mary kesults Summary Roof Pitch 8112 nitial Pitch Adjust Non rea -PV A s PV Areas iFoof Dead Load DL 10.5 psf x 1. 18 12.4 psf 12.4 psf PV Dead Load PV -DL 3,0psf x 1.18- - i 0.58 3.5 psf Roof Live Load RLL 20.0 psf x 0.83 16.5 psf D+5 I Live/Snow Load LL/SIL112 50.0 sf �x 0.7 1 x 0.44 35.0 psf 22.0 psf ITotal Load (Governing LC) TL 47.4psf 7 37.9 p NOTeS: i. ps = Ls -pr; Ls -root, Ls -pv per AbUt / Lhgure I-zj z. pt = u./ (cj (c,) (is) pg; c,=o.9, u -t= .1, is= i.o AembiBe Design Surmnain� - (per NOSY Governing Load Comb CD CL CQ4 CF Cr - D+S 1.15 1.00, 1 0.44 1.2 1.15 Itember nalysiii kesults Summary Maximum Max Oeinand @ Location CapacitV DCR Load Combo �_hear stress 42 psi 1.0 ft. 155 psi 0.27 D + 5 Bending Stress 799 psi 7.0 ft. 1389 psi 0.58 D+S� Bending Stress -39 psi 1.0 ft. -612 psi 0.06 D+5 ITotal Load Deflection 0.45 M. I U367 6.9 ft. 1.39 in. -I U120 0.33 D+5� ,CALCULA"r!O.NO..F.-CiESIGN'WINDLOA-aS-'"MP-3 Ro fing Mate ial Wind Pressure Exposure Comp Roof ASCE 7-05 PV System Type Topographic Factor Solarci�y *qKMoyjjtTII 1.66 Spanning )hents Partia.lIffylly Enclosed Method No ... .. .. ... Standoff (Attachment Hardware) Importari—ce �actor Com�un 100 mph Roof Slope Fig. 6-1 320 qh 0.00256 (Kz) (Kzt) (Kd) (VA2) (1) Rafter Spacing_ 1 1 16" O.C. Section 6.8.6.3 Framing Type / Direction Y -Y Rafters Gable Roof Purlin Spacing_ -X-X Purlins Only Minn Roof Height Tile Reveal Tile Roofs Only NA I Section 6.2 Tile Attachment System Tile Roofs Only NA Standing Seam/Trap Spacing SM Seam Only NA Wind DesigR�Cqq�, Wind Pressure Exposure Ext. Pressure Coefficient (Down) GCp (D� ASCE 7-05 Table 6-3 Topographic Factor Wind Design Method 1.66 Section 6.5.7 Partia.lIffylly Enclosed Method Kd _ I - I - 1- 0.85 11- 11-1 - - - . Basic Wind Speed Importari—ce �actor V 100 mph Table 6-1 Fig. 6-1 Exposure Category qh 0.00256 (Kz) (Kzt) (Kd) (VA2) (1) Equation 6-15 1 1 Section 6.8.6.3 Roof Style Gable Roof Fig. 6-11B/C/D-14A/B Minn Roof Height h is ft I Section 6.2 Wind Pressure Calculation Coefficients Wind Pressure Exposure Ext. Pressure Coefficient (Down) GCp (D� .0.85 Table 6-3 Topographic Factor Wind Pressure Up P(UPI 1.66 Section 6.5.7 Wind Directiomlity _ _ _�actq� , _ _ _" _ Kd _ I - I - 1- 0.85 11- 11-1 - - - . Table 6-4 - --, , , - Importari—ce �actor f.6 Table 6-1 Velocity Pressure qh qh 0.00256 (Kz) (Kzt) (Kd) (VA2) (1) Equation 6-15 1 1 1 18.5 Psf I Wind Pressure I Ext. Pressure Coefficient (Up) GCp (ur)) -0.95 Fig. 6-11B/C/D-14A/B Ext. Pressure Coefficient (Down) GCp (D� 0.88 Fig. 6-11B/C/D-14A/B Design Wind Pressure p p = qh (GCp) Equation 6-22 Wind Pressure Up P(UPI -17.6 psf Wind Pressure Down Pfdoml 1�.2 PsIf Wil:aVvAbLE -stAN66FF sOAtiNGS 'CALCULATION OF DESIGN WIND LOADS'- MP3 Mounting Plane Information Roofing Material K� Comp Roof Fig. 6-1 Section 6.5.6.3 Fig. 6-11B/C/D-14A/B Section 6.2 l5v Sys,ten, Ty,pe Exposlure.Category Roo IMean Roof Height SolarCity SleekMount" h §11anning_Vents Kd No -Section Ta6ke 6--4, Standoff (Attachment Hardware) co m B, Iq 66 hf Tvp, - e- t - Trib- Roof Slope qh 320 16" O.C. Equation 6-15 Rafter.Spacing_ Framing Type / Dire�tion T-actualm- Y -Y Rafters Purlin,,Spacing_____ X -X PuNins Only NA Tile Reveal Tile Roofs Only NA NA Tile Attachment System Tile Roofs Only -sk -m Istan"i q�eamifrap spa�c76g- I sea oni� NA Wind Vesign Criteria Wind Desiqn Code 'ii6d-D—esij�- Met—hod Basic Wind ��eed K� ASCE 7-05 P��yLF41.ly Enclosed Method 100 mph Gable Roof f5- �F Fig. 6-1 Section 6.5.6.3 Fig. 6-11B/C/D-14A/B Section 6.2 V Exposlure.Category Roo IMean Roof Height 1.00 h Wind Pressure Calcu-1ation Coefficients Ex Wind Pressure qosL�r K� 0.85 Table 6-3 Topographic Factor� Wind Pressure Up P(up) 1.00 6.5.7 Wind Directionalitv Factor Kd 6.8S -Section Ta6ke 6--4, Importance Factor'- 1.0 Trib- Velocity Pressure qh qh 0.00256 (Kz) (Kzt) (Kd) (VA2) (I) Equation 6-15 3. 0 psf 18.5 psf T-actualm- jr Wind Pressure I I B(t. Pressure Coefficient (Up) GC, (ul,) -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 (GCp) Equation 6-22 Wind Pressure Up P(up) -17.6 psf .Wind Pressure Down Pfdown) 16.2 psf i i i KE STANDOFF SPACINGS X -Direction Y -Direction Max Allowable Standoff Spgqing ancLs(;apt 64" 39" Max Allowable Cantile e Landscape 24" NA Standoff Configuration Landscape Staggered Max Standoff Tributary.Area, , Trib- 17,1sf - PV Assembly bead Load W -PV 3. 0 psf Net Wind,Uplift at Standoff T-actualm- -2-78 lbs Uplift CaRacity of Standoff T -allow 500 lbs ,Standoff Demand/Capacity DCR 55.7% X -Direction Y -Direction Max Allowable Standoff Spacin Portrait 48" 65" Max Allowable Cantilever Portrait NA Standoff Confi�uration Portrait Staggered M-ax,Standoffjributa,ry Area --_Trib 22,Sf PV Assembly. Dead Load W -PV 3.0 psf Net Wind_ Uplift at,,Sta ndoff 44� ibs Uplift Capacity of Standoff T -allow 500 lbs ,kiindo-ff Ue-i�a�d-/Gpci-ty 69.4% The Commonopeaft ofHessachuse& Depadment ofIndustrialAceidents Office of Invadgedons I Congrm streg Suite 100 Boston, MA 02114-26PI 7 WJ WWW.Mas.govIdpa Worken' Compensation Insurance Affldavit-. Builders/Contracter&lglectricians&lumben AppUcant InferNgfilln- Please Print L Name (riusiness/Org4ioization/ludividualy: Solgrci V Corp Address, 3055 Clearview Way CA 94402 Phone #: Are you an employer? Check the appropriate box: I am a employer will) 4. [] I am a general contractor and I emplayees (full and/or vart-time). * have hired the sub -contractors 0 1 am 0 sale propyietor or partner. ship and have no employees wwtiag for me in Uy capacity, [No workers' comri, insuruce roquirrA.) 3. 0 1 ion a humcowncr doing ali'work MysDif. [No worken' comp. insurance required) f listed on dw attached sheet. Thesc sub-contramors have employees wid have workers' Comp. insuranco.t S. El We are a corporation and its - officers have exercised their rielt d'exiorartion per MGL c. 152, 11(4). and we have no emplopees. [No workers' cornp. insumce requirefl Type of project (required): 6. 0 New construction 7. E] Remodeling 8. n Demolition 9. 0 Building addition 10.0 Electrical repairs or additions I 1 .0 Pluiribing repairs or additions 12.0 Roof repairs 13D O"r In"C"MOMN I BM4190 fill Out (be socticabelow showing ftir ;74101Y=1 en Who ELlhfhlt this MOO indivoling9my are doing SH %Vfk Mild 6011 111M MIW& COMMOTS must submit a neiv offichivitlaftwingack. :Contractors that chwk this box mmi allaCW an 4dditional sheatshowing lk ruma of the sub-contractots and state whether or not those catitics have employees. If the sub-contnotorm hava employees, they muit provide Omir workai' camp. policy number 10111M 9MPIOYCI filet isprovidft workers' Compensation knuranceformyentplayees. Below is 11sepolicy oridjoh s!L- iNforination. Insurance cmpany wame: Libeq Mutual Insurance Co Policy 0 or Solr4ns. Lic, WA766DO66265024 Expiradon Date: 9/1 /15 Job Si to Addrois; — nAqtNP r- ( P, Rd —city/statazip.- Na-� Pmdaler- Attach a copy of the workerso COMPeUvaillaft policy declaration page (showing the policy number and expiralion date), Failum to secure coverage as rcquired under Section 25A afMGL c. 152 can lead to the imposition of criminal penalties of a fine up to S 1,500.00 and/or (me -year imprisoment, as well 0s civil penalties in the fwm of a STOP WORK C%DSR and a FiTle of up to S250.00a day against the violator. Be advised that a copy of thisstaterneut maybe forwarded tothe Office of Ilavestigations; of the DIA for insurance coverage verification. I do hereh5; verfffly up thepalas andpeneftler a t4 a ve& ea .tperjurl, Jhftf the informadonpre d d aho trit nd correct .11 <L �1 C— OfflCial UFC QU&- DO tiol WHO In thk area, to he empipfeted by 4(p or town offidal. City or Town: issuling Authority (circle one).- Permit/License 9 1. Board of Health 2. Building I)epartment I City/Town Clcrk 4. Electrical Inspector Plumbing Inspector 6. Other Contact Person.- Phone 1 ---le "To (OMMInyvYj ACORD CERTIFICATE OF LIABIUTY INSURANCE THIS CERI ]CATE 15 ISSUED AS A MATTER OF INFOR11111ATi011 ONLY AND CONFERS No PJGKTS UPON THE CERYIFICATF- HOLDIM THIS CERTIFICATE DOES NOT AFICIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTM THE COVERAGE AFFDFMW OV THE POLICIES BELOW. THIS CERTMATE OF INSURANGE DOES NOT coNgTffuTE A CoNtRACT BETWEEN THE ISSUNG INSURER(S), AUnIORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER- IMPORTANT.- 9 the caritiltAte holder Is an ADDITIONAL INSURED, the j�*Jlcytlnj mud bo endamd. If SUBROCIATION IS WAIW Z�Ct Z41 ifin twm and conMons of the policy, twain volides may require an endweeft= A etatam.M an oft catilicae oms not Gonfor tig!tw to the caltigrate twidgr III Reu of'such emlomemet'100. V11050ccit WSHRISI(AINSUROCE9mces 345VALFORNKSTREET.SUITEIM - CAUFORMALWEMENG-049151 SANFRAVGIWQ,-CA 9404 61L"si AFRMW$ COVERAPE AL P BM MEW. CA =02 JOD Ff T14AT 9B PouciEs OF toWRANct? LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR'VIE POLICY PEP W�f �MVIF_Y INDICATED. xOTWINSTANDING ANY REQUIREMENT, MM OR C01101710N OF ANY "TRACT OR OTHER DOCMENT WITH RIESPECT TO MVCH TKIS CERTIFICATE MAY BE ISSUED OR MAY f;CRTAuj, Tije INSURANCE AFFOROW 13Y TKE POLICIES DESCRIBED HEREIN 19 SUBJECT TO ALL THE TERMS. EXCLOSIOMS AND CONDITIONS OFSUDH FOLICIES UMITS SHOVM MAY'HAVE BEEN REMICED By PAiD CLANS. ACCORPANM MRT" THE POLICY PROVISIONL 1YPfiGF=URA1= POLICY NUMBIR nP imrVil 1410M at "Ough PJA & [Amence 86TV10% _6F "HERALLIAg"TV 9ACH VG=t!q 1,11WA65 . i v -01700 X CWMEtICIAL GENERAL LVAILITY PPEI01514_01 vemn-'Cal x ucova PMS0!4AL&A0VKIuRy Is -GATE L GWEAGGRE POL12X I x A AUTOMOMM I &SM61-OM5014 _101*414 00A1121115 114ME LIMIT'. _x MYAM WHErALF0 BODILY 1NJURYJF*rb-dft4)I S AUTDIA 'PROPI!AT*VAMAG� 3 NIM O -W 1 COMOLLOEV 1 I M14PCCUFWNPE S otefto u" I.M3 fing ampLoyfflir LIABILITY X =srM 101IR141, 'EL t's 1ANP60 AW PROPRITOWARTNEIVE-AECOTIV6 0WIACCIDEIff EXrAUDOIr 0=rfl:EM, N C L 1 .0I$FA5E-VAEWLMEq IMAIM R d 0.410"5ak"'MaNdw5pEmnous R L bISEAGE. - POLICY LlMff I W iiwarvtau oF opMYMII I LOCATIONS I VRWLK9 IN" ACOW 141. A&MIOM41 R11MIM 30hWulb. It VWO SPUA If rtqUtftM ACORD 25 (2010100) Tho ACORD name and tago are regialeftc! marks of ACORD WN" CWFWB%n SHOULO ANY OF THE A130VF MORISM POLICIES 6E CMCELLF13 BEFORE 305 0mybolft Tw RPRATibi pxm itic-Reor, moim %vu sE DELIVERED IN 5M MOD. CA 04a ACCORPANM MRT" THE POLICY PROVISIONL AU7110WEPRGPWMMAME at "Ough PJA & [Amence 86TV10% ACORD 25 (2010100) Tho ACORD name and tago are regialeftc! marks of ACORD 1, 1 - 6ATF (MINOTINVVY) ACC)Rff CERTIFICATE OF LIABIUTY INSURANCE FOOM14 INDICATED. NMWIHSTAND114G A14Y MaLlIREMENT, 'MRM OR coNDIMN OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO THIS CERI ]CATE 15 ISSUED AS A MATTER Or INFORMATION ONLY AND CONFEAS NO RIGHTS UPON THE CERTIFICATF. HOLDER, THIS C;ERTIFtCATE DOES NOT AFFIRMAlUVELY OR NEGATIVELY AMEND, MEND Oft ALTER 7HE COVERAGE AFFORDED BY THE POLIC10 "LOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT RETMEN THE ISSUING INKMER(S), AUTHORIZED REPIRESENTATIV9 Oft PRODUCER, AND THE CERTIFICATE HOLDER. IMPUT—ANT. If thi ro'affleate 66@—er Is = ADDITIONAL INSURED, thp pollayfift) must bo widamd. If SUIRROCIATION IS WAIUM: iubject to j1ha kwM and conMons of the policy, ceftift Pofidea may raquire an endorsemot A statement on this coMlicate dm not ruonfer 400A to the cottificate twider In Neu of'such entlursement(�), MORE 345CALIFOMIKSTREET,15111TEIM CAUFORNA LIMEW NO. 049153 SAN FRAtEJWQ,- CA 94104 MI.—] I IN RMA. ift Wit" Fim kisviarm Cmpmy jKDryp1ASy.2qqp§!w)- a 11ALSADVINJURY S PERSM I 3055 Owiew Way Q., Sw Mateo. (:A 04402 C-awiotSrAcGATr LM:T AM= PER. COMPIC111 AGG I IN Rr! OnVERACES - CERTIFIC&TE NU?AaER- I SFA0244MR7. REVISION NUMBER.A F p0UCy �;7— THIS wro cufriFy T14AT THE POLICIES OF IMRANCE LISTED BELOW HAVE MFJ4 ISISMI) TO THE INSUREO NAMEO ABOVE FOR TH EFU06' INDICATED. NMWIHSTAND114G A14Y MaLlIREMENT, 'MRM OR coNDIMN OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO MfIGH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE 0�rfonoeb BY 7HE POLICIES DE=RIBFM HERMN 19 SUBJECT TO ALL THE TMMS, EXCLUSIbMS AND CONDITONS OFSUCH FOUCIE$, UMITSSHOVM MAY'HAVE BEEN REDUCED MY PAM CLANS. ifgft pip POLICY NUMBER im a 190M QGCO�Ft X COMMRIMIAL GENERAL LL40 ILITY MI.—] I 6AI9*' r jKDryp1ASy.2qqp§!w)- a 11ALSADVINJURY S PERSM I 1XII-wol GE, ' A� C-awiotSrAcGATr LM:T AM= PER. COMPIC111 AGG I POLICY I x LOU_ 2�* A cam WKED'614GIELHAIT ANYAUTO 430MLY INJURY(Parpoeson) AUOVAIED SCHEIIANX0 INJURY�Porw=daq S AUTOS mum", I M-0 AMOS Pho ftnw A COMMOLLOE01 EACH OIXURIVRCE -1%tM*TIQN% DED Viollownp Fri,ppe -svnnij A? 0607GS-624 X L A10 EMPLOYER117 L(ABIUTV y rill �W 0 AW Pk0PR.SmwpA8xNErffxEC1jrM f:"W255-014 (Wj� 0%1`1126Z EL MCNACCIDENT 3 11) E. DISEASE - 5A.EWLG1E.q t., IIqM OF LPEPATiON1 be.'w t I)MEASEL -FOUCY LIMIT 1_6 DEscointomoFop . sulmn I LocAytons i vmcLe Ixtach Acowisi. Aft9mmki Rwmds schoduK it Me wu is req(firm fiducAy Collswar" '[1- . 45 Dmift Vlay ISM 140wo. CA 940 SHOULD A14Y OF 'ME ASUVE 015SOR)OW POLIC"OE CANCELLIMb BEFORE ,Ht EXPIRATION DATE TAIX—RECF, NOTICE %W-1 ft DELAVERED 14 ACCORIDANC9.11101TH THE POLICY PROVISIONS. ut memb Risk a Ift"ance OvIvIcas m8fts Marnugglo 0 110112-20ia ACORD CORPORATION. All fightS reftMd. A00RD 25 (2010MG) Thu ACORD ejame anti logoora reghtlered marks of ACORD K k - - - � - *� - " �. — -�7W "l, —� — , -w— � - .- - . �4^ws � w"mm—, . . - �� P m E M CD 0 CL 0 E r —T 0 cl T- V - z D z C14 0 C-4 F— < C) X LLJ 0 w < 0 U) Z F —0 z C) 0 < 0 CCLL�m < �- -i -Jz(OW 0 <.t < (1) 0 Cv 2 c E wo 00 -0 CL 4! '2 2 CL c E A? cx CL z 0 NO z LL, -0 0 0 c c 0 J! La — — 0 us IXL LLI -,'tr to C, I .RP z Jau LLI rq m 0 z LU 0 _3 LL (.) 2 Z In < w z 0 < 0 cw) U) C� Iz Loll ;:3 0 4h con $-4 .,.q cd Cd 4-J NX P m E M CD 0 CL 0 E r —T 0 cl T- V - z D z C14 0 C-4 F— < C) X LLJ 0 w < 0 U) Z F —0 z C) 0 < 0 CCLL�m < �- -i -Jz(OW 0 <.t < (1) 0 Cv 2 c E wo 00 -0 CL 4! '2 2 CL c E A? cx CL z 0 NO z LL, -0 0 0 c c 0 J! La — — 0 us IXL LLI -,'tr to C, I .RP z Jau LLI rq m 0 z LU 0 _3 LL (.) 2 Z In < w z 0 < 0 cw) U) C� Iz Loll Al Office of Consumer Affairs and Business Regulation F 10 Park Plaza - Suite 5170 Boston, Massachusetts 02116 Home Improvement Contractor Registration SOLAR CITY CORPORATION ASTRID BLANCO 3055 CLEARVIEW WAY SAN MATEO, CA 94402 SCA 1 0 20M-05111 Y, 0111 Wr) d"Q.1011111 -Affice of Consumer Affairs & Business Regulation WOME IMPROVEMENT CONTRACTOR 7 , Registration; 168572 Type: IV, - :' Expiration: 3/8/2017 Supplement Card SOLAR CITY CORPORATION ASTRID BLANCO 24 ST MARTIN STREET BLD 2LINI TAANLBOROUGH, MA 01752 Undersecretary Reglistration: 168572 Type: Supplement Card Expiration: 3/8/2017 Update Address and return card. Mark reason for change. Address P Renewal Employment 0 Lost Card License or registration valid for individul use only before the expiration date. If found return to: Office of Consumer Affairs and Business Regulation 10 Park Plaza - Suite 5170 Boston, M A 02116 Not valid without signature it. t i DocuSign Envelope ID: AOD9905F-OCCl-45A7-AODO-52ED2lE689C4 ,1501arCity � MyPower Homeowner Seth Gagnon Date Issued 5/15/2015 Address 371 Marbleridge Rd Installation Location 371 Marbleridge Rd North Andover, MA 01845 North Andover, MA 01845 Our estimates show that you can own your solar power system from day one and save on your electricity bill. Equivalent rate per kWh 'A 1908=1 2 a 7 OF Loan Down Payment Before Rate Reduction- Payment After Rate Reduction Payment (estimated) Our Promises to You System Warranty: We repair the system at no additional cost. Free monitoring: We provide 24/7 web -enabled monitoring at no additional. cost. Rooftop Warranty: We warrant your roof against leaks. Production Guarantee: Your system will produce as much electric�ty, as we promise or we'll pay you. Fixed rate average: The rate you pay us will never increase by more, tha4n 2.90 1/6 per year.' Solar System Ownership: This is not a lease. Your new solar, system belongs t you. No prepayment penalty. You can prepay your loan at any time with no penalty or fee.' Estimated System Size 6.750 M I Estimated First Year Production 6,895 kWh Your SolarCity My-PoiWerAgree'Ment Total System Cost $37,125 APR2 4.50% REC Value 1-$7,425 Term 1 30 Years Rebate Value I -so Loan Amount 11 $29,700 Federal Tax -$11,138 Credit3 30% of eligible system cost kWh Rate $11,138 Reduction Payment I Due June 1 st the year after installation I These features are provided through a loan by SolarCity Finance Company, LLC. The cost for the Partial Payment Option for the Rate Reduction Payment is not a prepayment penalty. 2 This rate includes a 0.50 % discount for using auto -pay from your checking account. 3 To realize the benefit of the federal tax credit, customer must have federal income tax liability that is at least equal to the value of the tax credit. SolarCityCorporationMAHIC 1685721EL-1136MR. The MyPower loan is being provided bySolarCity Finance Company LLC 776023 DocuSign Envelope ID: AOD9905F-OCCl-45A7-AODO-52ED2lE689C4 7. ADDITIONAL RIGHTS TO CANCEL. IN ADDITION TO ANY RIGHTS YOU MAY HAVE TO CANCEL THIS AGREEMENT UNDER SECTION 8 BELOW AND UNDER SECTION I OF THE GENERAL TERMS AND CONDITIONS, YOU MAY CANCEL THIS AGREEMENT, INCLUDING ANY SUBSEQUENT AMENDMENT, AT NO COST AT ANY TIME PRIOR TO COMMENCEMENT OF CONSTRUCTION ON YOUR HOME. 8. NOTICE OF RIGHT TO CANCEL. YOU MAY CANCEL THIS AGREEMENT AT ANY TIME PRIOR TO MIDNIGHT OF THE THIRD BUSINESS DAY AFTER THE DATE YOU SIGN THIS AGREEMENT. SEE THE ATTACHED NOTICE OF CANCELLATION FORM ATTACHED AS EXHIBIT I FOR AN EXPLANATION OF THIS RIGHT. Customer's Ngmg�, ocu gsnzq Gagnon y: Signature: 19/2015 Customer's Name: Signature: Date: ei,,5olarCity, Solar Home Improvement Agreement SOLARCITY APPROVED Signature: LYNDON RIVE, CEO Solar Home Improvement Agreement 4%0(arciv. Date: 5/15/2015 Solar Home Improvement Agreement MyPower Solar Plan, version 3.5.1, April 3011, 2015 Copyright Oc 2008-20.1.4 SolarCity Corporation, All Rights Reserved 776023 DocuSign Envelope ID: AOD9905F-OCCl-45A7-AODO-52ED2lE689C4 7. ADDITIONAL RIGHTS TO CANCEL. IN ADDITION TO ANY RIGHTS YOU MAY HAVE TO CANCEL THIS AGREEMENT UNDER SECTION 8 BELOW AND UNDER SECTION 1 OF THE GENERAL TERMS AND CONDITIONS, YOU MAY CANCEL THIS AGREEMENT, INCLUDING ANY SUBSEQUENT AMENDMENT, AT NO COST AT ANY TIME PRIOR TO'COMMENCEMENT OF CONSTRUCTION ON YOUR HOME. 8. NOTICE OF RIGHT TO CANCEL. YOU MAY CANCEL THIS AGREEMENT AT ANY TIME PRIOR TO MIDNIGHT OF THE THIRD BUSINESS DAY AFTER THE DATE YOU SIGN THIS AGREEMENT. SEE THE ATTACHED NOTICE OF CANCELLATION FORM ATTACHED AS EXHIBIT 1 FOR AN EXPLANATION OF THIS RIGHT. Customer's Nqmg; SZq Gagnon ocu ign y: Signature: I L Date: 5 19/2015 Customer's Name: Signature: Date: $ ILY 10A,SolarCi . Solar Home Improvement Agreement SOLARCITY APPROVED Signature: LYNDON RIVE, CEO Solar Home lmptbvement,Agreement�\---.,� pf&/ ,I'--- - � lihl Solarciv. Date: 5/15/2015 Solar Home Improvement Agreement MyPower Solar Plan, version 3.5.1, April 3011, 2015 Copyright @ 2008-201.4 SolarCity Corporation. 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