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HomeMy WebLinkAboutBuilding Permit # 1/25/2016 BUILDING PERMIT 0�®G��r,Ea TOWN OF NORTH ANDOVER APPLICATION FOR PLAN EXAMINATION °" Permit No#: Date Received °R <o�,<<w,<,< 1• 4 �' pORareo neap,(� Date Issued: G IMPOR ANT: Applicant must complete all items on this page u � ilr , r, rr it ,� r lr r n r/ / -/ / Or /, /.✓ r l/ r 1 / / /- r ,r f� � ,� �%I �/ />r 'i,� , rf l,� ,r11"/ ✓rl� „ iir >,�/«1��///�//„ e, /��//�l,� � ///i// r / ���r ��t((,IIY' �U I -✓ ;� �,I / / � � r � ' r 6� e r (�/%J//�Oi //// / r< ��r� � /G /�� // Jt/ r, r WI idl r+r:rJoa rry, ,U r ✓� ,//rrr N'( 1/ (� �/ 'P � 1, r,l r � f / / �� 7i iP� �d r , / � ell r� � U""u�"'�a��� as �(y'�/' � / �rr�rAli�r✓���'Afi",.! r n'+p�'iIJ��� lU!�/r/Iw�r , � f�!��"�� , '�/Hi r / /r� I� // r r ✓r �; / r / / � 1 1 Ji r D 1 � / f ✓ r �r/ir, //,. r U r r !//1l/ 1, r r ,, r / ✓r /1i/1 _�l iH>r r �/// / ; i / ,, l r,f r✓ / � P 9 TYPE OF IMPROVEMENT PROPOSED USE Residential Non- Residential ❑ New Building One family ❑Addition ❑ Two or more family ❑ Industrial �idAlteration No. of units: ❑ Commercial ❑ Repair, replacement ❑Assessory Bldg ❑ Others: ❑ Demolition ❑ Others i,r��(> , � ,Y� I, r � rr, ,. ,,!� �,; oo I i, /❑Wetlands , //❑r,Wafers edr Distr ct , , r �/ Se icr , ,❑Well r rrr, /, r �✓ « ❑ FI d a nrr,�,/,, r ,,, ,// r r,%r " �° ❑ t i r , h , /, r„„ „/r � rr rr ✓ r o✓r ,rr rr /irr / r r,,r , Y r t/ r i , „ ,,:r�i�.,...oi /r r rr � r / /Jr l r I . / ✓ / /� /,... 1, !,, fr / �//1,�i, � ., P r � r � r / ✓ �l J / ,,,r...�/�/� �,. �L��A��ir�r rlr/����o„/li��,,a(�/1%�//�r%i�riir:�„r r,,,,, ,,,,,,,,rr//.,..,,,,, Irc,,,r� r.r�%or/.v.�/,ror/r,r.�l/i rr/,/,/i/fl�,i..,✓,e ,o%.,. DESCRIPTION OF WORK TO DE PERFORMED: Identification- Please Type or Print Clearly OWNER: Name: MAg a Phone: Address: „✓,�r�/.r,/.,//�rr,J/,�/,.�//r/J�r,�r r%it�r,��,,.r%.,r.r,//////rrr r/r//,/r�,%/„�/�r,r,.rHlr✓/(i.,r,r,lf,lr/,�,//„/�/d�fIi�,!�l//r/<r-/i/.//�!%f//.r:.rr //`r✓/,r..r///,r/r.,/,,//.,,, 2,,,l,�/,,,r„r r2r r//„/,//,all/�//irr/,./r/r///./,.aInJ,ii,/r/i,Irr G,.,,r.ri/ir..,.„rrr/., ,,rrr,r/.✓r,/.r....„.r,arr r „/1/1r,.r,1/rr,, ,✓..r r/.r//.r/r r/ rrrr//./r..i..r r./,�,,%lr/,//.//✓/„/�/////r,/.i././/1/r/,/l//�//// ./. , /rr rr<rr ii / .,.r,, ”, /��el v/f/�/ �p r e i. u- c :1. .% ! ' i, r/ ,,,,r a. /, .,✓", / , / ,,,,; ;' fµ, r/ � // t /%����j i. %Hi'r%moi/ r::,. , r , ///J^(W//Yf(f(h%/li/!�l✓.l /%�` //,' �/ll((�%. .rrr( %/%. /��! l� ,i H,.. ruin., / /r �//'nI//.ra ,s/!r///rr"/,. „- ,/,ri//• rr, D%'' // /%'9, -/ r% //l �I('�r �. N� �' / / r�(�j rr / ���f/r r'/.;1r l/,. /�,} //�ar'i �.%�/ �"' 1 � !�f'�%/1/ r/�i �!/ ��/��Ir�(/'i/�%/ice '`• r , r / r / l/ o ✓./ / / r L1 / / r / r r ✓ r r r / r,r ./, ✓, /i r, ✓ r / �r�Su ervisor(a Construe ion r��icens,e,,ter, ,,r, � �r ✓r�i�i„!J�f,���;r�� a ,� rri �,, ,,��r r,� � ,, H/ „�r,/,�r/�, r , v ( r �r � I! 1'/ ;) 1 � � r// r I F„�, ✓rd,4 , // r r /� /r r l / l / � r/r „ .,, �, J r/ I Y��� r ✓ lJf !, ,//r/ < „ la. � a/ ,,,o/r/ f7,. I .1 1 Y � / „/ ,,, r / - ,. ,.,r/r!���,..r ,rI ,,,r �./r..//,/r �1„ ia///,�// rJ� ��/. ,-/r- ��i/j ✓ �//ir/.. I � r- ,� ,r �, �i Vis, r, ,,/,,r� r / 1, ,H /�o✓r///�/�!r�f0i�/,/ / ., .r ,r/l r �1�� ,, -/!%/� �ru�.�IrN0/71rn wrimer lr Irt<,�,�a,�u�i.ilnnlrbo:rcr�rammr/rm'r ofi'rQ�e,<.�ara,nl/,',rml ,.': _ __._ rmm^rrern pr/�lvrciLmm✓uv-nr� ,,,�✓ ARCHITECT/ENGINEER 4 Phone: = , , Address: Reg. No. FEE SCHEDULE;BULD/NG PERMIT;$12.00 PER$9000.00 OF THE TOTAL ESTIMATED COST BAS ON$125.00 PER S.F. a Total Projeot Cost: $ FEE: $ Check No,: 0 Receipt No.:_a—��) NOTE: Persons contracting with unregistered contractors do not have access to the guaranty fund Signafiure_ofiA en .nature of contractor � i I Version#53.6-TBD PIL 'SolarCity January 20, 2016 RE: CERTIFICATION LETTER Project/Job#0183371 Project Address: Gorman Residence 203 Boxford St North Andover, MA 01845 AH] North Andover SC Office Wilmington 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 = 35 psf(PV Areas) - MP2: Roof DL= 13.5 psf, Roof LL/SL= 32.5 psf(Non-PV Areas), Roof LL/SL= 17.5 psf(PV Areas) - MP3: Roof DL= 14 psf, Roof LL/SL = 32.5 psf(Non-PV Areas), Roof LL/SL = 17.5 psf(PV Areas) 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. K F Sincerely, DigitallyM. signed by HKariuki iuKi K. ` Humphrey Kariuki, P.E. Date: 201 1 Na.,19 6.01 .20 06:23:45 V ST UCT33 u+ �aa Professional Engineer -ot RFcisTE��� T: 443.451.3515 -05'00' email: hkariuki@solarcity.com �SSIONAL 3055 Clearview Qday San Mateo,CA 94402 r(650)638-1028 (888)SCOL-CITY F(650)638-1029 Version#53.6-TBD PIL S o I a r City, 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 MPI 64" 23" 39" NA Staggered 56.6% MP2 64" 24" 39" NA Staggered 56.2% MP3 64" 24" 39" NA Staggered 56.2% Portrait Hardware-Portrait Modules'Standoff Specifications Hardware X-X Spacing ' X-X Cantilever Y-Y Spacing Y-Y Cantilever Configuration Uplift DCR MP1 32" 15" 65" NA Staggered 47.0% MP2 48" 20" 65" NA Staggered 70.1% MP3 48" 20" 65" NA Staggered 70.1% Structure Mounting Plane Framing QualificationResults Type Spacing' Pitch Member Evaluation Results MP1 Stick Frame @ 16 in.O.C. 180 Member Impact Check OK MP2 Vaulted Ceiling @ 16 in.O.C. 400 Member Impact Check OK MP3 Vaulted Ceiling @ 16 in.O.C. 40° 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 94 102 i-(650)638-1028 (888)SOL-CITY F(650)638-1029 solarcity.com STRUCTURE ANALYSIS -"LOADING SUMMARY AND MEMBER CHECK MP1 Member Properties Summary MPI Horizontal Member Spans Rafter Pro' ernes Overhang 0.66 ft Actual W 1.50" Roof 4ptern Properties San 1 12,25 ft Actual D 7.25" Number of Spans w/o Overhang) 1 San 2 Nominal Yes Roofing Material Comp Roof San 3 A 10,88 in.^2 Re-Roof No Span 4 SX 13.14 in A3 PI'wood Sheathing Yes San 5 3 47.63 in A4 Board Sheathing None Total Rake Span 13.57 ft TL Defl'n Limit 120 Vaulted Ceiling No PV 1 Start 5.67 ft Wood Species SPF Ceilina Finish 1/2"Gypsum Board PV 1 End 12.00 ft Wood Grade #2 Rafter Slope 180 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 Emig 510000 psi Member Loading mary Roof Pitch 4/12 Initial Pitch Ad'ust Non-PV Areas Pv Areas Roof Dead Load DL 10.5 psf x 1.05 11.0 psf 11.0 psf PV Dead Load PWDL 3.0 psf x 1.05 3,2 psf Roof Live Load RLL 20.0 psf x 1.00 20.0 psf Live/Snow Load LL/SL 1,2 50.0 psf x 0.7 1 x 0.77 35.0 psf 35.0 psf Total Load(Governing LC TL 46.0 Psf 1 49.2 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,I,=1.0 Member Design Summa (per NDS Governing Load Comb I CD CL +) CL - CF Cr D+S 1 1.15 1 1.00 0.47 1 1.2 1.15 Member Anal sis Results Summary Governing Analysis Pre-PV Demand Post-PV Demand Net Im act Result Gravity Loading Check 1045 psi 1092 psi 1.05 Pass CALCULATION OF DESIGN WIND LOADS - MP1 Mounting Plane Information Roofing Material Comp Roof PV System Type SolarCity SleekMount"" Spanning Vents No Standoff Attachment Hardware Comp Mount Type C Roof Slope 180 Rafter Spacing 16"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 100 mph Fig. 6-1 Exposure Category C Section 6.5.6.3 Roof Style Gable Roof Fig.6-116/CJD-14A/B Mean Roof Height I h 25 ft Section 6.2 Wind Pressure Calculation Coefficients Wind Pressure Exposure KZ 0.95 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 20.6 psf Wind Pressure Ext. Pressure Coefficient U GC d -0.88 Fig.6-11B/C/D-14A/B Ext:Pressure Coefficient Down GC Down 0.45 Fig.6-11B/C/D-14A/B Design Wind Pressure p p=qh(GC) Equation 6-22 Wind Pressure Up p„ -18.0 psf Wind Pressure Down 10.0 psf ALLOWABLE STANDOFF SPACINGS X-Direction Y-Direction Max Allowable Standoff Spacing Landscape 64" 39" Max Allowable Cantilever Landscape 23" 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 -283 lbs Uplift Capacity of Standoff T-allow 500 lbs Standoff Demand/Capacity I DCR 56.6% X-Direction Y-Direction Max Allowable Standoff Spacing Portrait 32 65" Max Allowable Cantilever Portrait 15" NA Standoff Configuration Portrait Staggered Max Standoff Tributary Area Trib 14 sf PV Assembly Dead Load W-PV 3.0 psf Net Wind Uplift at Standoff T-actual -235 lbs Uplift Capacity of Standoff T-allow 500 lbs Standoff Demand/Capacity I DCR 47.0% STRUCTURE ANALYSIS - LOADING SUMMARY AND MEMBER CHECK- MP2 Member Properties Summary MP2 Horizontal Members ans Rafter Pro` ernes Overhang 0.66 ft Actual W 1.50" Roof System Properties San 1 11.47 ft Actual D 7.25" Number of Spans w/o Overhang) 1 San 2 Nominal Yes Roofing Material Comp Roof San 3 A 10.88'in.112 Re-Roof No Span 4 Sx 13.14 in A3 Plywood Sheathing Yes San 5 1 47.63 in.^4 Board Sheathing None Total Rake Span 15.83 ft TL Defl'n Limit 180 Vaulted Ceiling Yes PV 1 Start 0.92 ft Wood Species SPF Ceiling Finish 1/2"Gypsum Board PV 1 End 11.08 ft Wood Grade #2 Rafter Slope 400 PV 2 Start Fb 875 psi Rafter Spacing 16"O.C. PV 2 End F„ 135 psi Too Lat Bracing Full PV 3 Start E 1400000 psi Bot Lat Bracing Full PV 3 End Erni„ 510000 psi Member Loading mary Raof Pitch 10/12 Initial Pitch Adjust Non-PV Areas PV Areas Roof Dead Load DL 13.5 psf x 1.31 17.6 psf 17.6 psf PV Dead Load PV-DL 3.0 psf x 1.31 3.9'psf Roof Live Load RLL 20.0 psf x 0.70 14.0 psf Live/Snow Load LL SLl'Z 50.0 psf x 0.65+ { x 0.35 32.5 psf 17.5 psf Total Load(Governing LC I TL I 1 50.1 psf 39.0 psf Notes: 1, ps=Cs*pf;Cs-roof,Cs-pv per ASCE 7[Figure 7-2] 2. pf=0.7(Ce)(C0(IS)pg; Ce=0.9,Ct=1.1,I5=1.0 Member Design Summa (per NDS Governing Load Comb co CL + CL - CIF Cr D+S 1.15 1.00 1.00 1.2 1.15 Member Analysis Results Summary Governin '"Anal sis Pre-PV Demand Post-PU Demand Net Impact Result Gravity Loading Check 998 psi 774 psi 0.78 Pass CALCULATION OF DESIGN WIND LOADS MP2 Mounting Plane Information Roofing Material Comp Roof PV System Type SolarCity SleekMountT"' Spanning Vents No Standoff Attachment Hardware Comp Mount Type C Roof Slope 400 Rafter Spacing 16"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 100 mph Fig. 6-1 Exposure Category C Section6.5.6.3 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 1 1.0 Table 6-1 Velocity Pressure qh qh =0.00256(Kz)(Kzt)(Kd)(V^2)(I) Equation 6-15 18.5 psf Wind Pressure Ext. Pressure Coefficient U GC u -0.95 Fig.6-11B/C/D-14A/B Ext. Pressure Coefficient Down GC (Don) 0.88 Fig,6-11B/C/D-14A/B Design Wind Pressure p p = qh(GC) Equation 6-22 Wind Pressure U -17.6 psf Wind Pressure Down 16.2 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 -281 lbs Uplift Capacity of Standoff T-allow 500 lbs Standoff Demand/Capacity I DCR 56.2% X-Direction Y-Direction Max Allowable Standoff Spacing Portrait 48 65" Max Allowable Cantilever Portrait 20" NA Standoff Configuration Portrait Staggered Max Standoff Tributary Area Trib 22 sf PV Assembly Dead Load W-PV 3.0 psf Net Wind Uplift at Standoff T actual 350 lbs Uplift Capacity of Standoff T-allow 500 lbs Standoff Demand/Capacity DCR 70.1% STRUCTURE ANALYSIS LOADING SUMMARY AND MEMBER CHECK- MP3 Member Properties Summary MP3 Horizontal Member S ans Rafter Pro` ertles ; Overhang 0.66 ft Actual W 1.50" Roof,System Properties. San 1 9.74 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,t 21.39 in.^3 Plywood Sheathing Yes San 5 ix 98.93 in A4 Board Sheathing None Total Rake Span 13.58 ft TL Defl'n Limit 180 Vaulted Ceiling Yes PV 1 Start 1.92 It Wood Species SPF Ceiling Finish 1/2"Gypsum Board PV 1 End 9.50 ft Wood Grade #2 Rafter Slope 400 PV 2 Start Fb 875 psi Rafter Spacing 16"O.C. PV 2 End F„ 135 psi Top Lat Bracing Full I PV 3 Start E 1400000 psi Bot Lat Bracing Full PV 3 End Emi„ 510000 psi Member Loading mary Roof Pitch 10/12 Initial Pitch Adjust Non-PV Areas PV'Areas Roof Dead Load DL 14.0 psf x 1.31 18.3 psf 18.3 psf PV Dead Load PV-DL 3.0 psf x 1.31 3.9 psf Roof Live Load RLL 20.0 psf x 0.70 14.0 psf Live/Snow Load LL/SL 1,2 50.0 psf x 0.65 1 x 0.35 32.5 psf 17.5 psf Total Load(Governing LC I TL 1 50.8 psf 39.7 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=0.91 Ct=1.1,I5=1.0 Member DesigrrSummary(per NDS doVernlngi Load Comb CD CL + CL - CF " 'Cr ,' D+S 1.15 1.00 1.00 1 1.1 1.15 Member Anal sis Results Summary GoverningAnalysis Pre-PV Demand I jPost­PVDe' mandjNet Impact Result Gravity Loading Check 447 psi 350 psi 0.78 Pass CALCULATION OF DESIGN WIND LOADS - MP3 Mounting Plane Information Roofing Material Comp Roof PV System Type SolarCity SleekMountT" Spanning Vents No Standoff Attachment Hardware Comp Mount Type C Roof Slope 400 Rafter Spacing 16"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 11 Method Basic Wind Speed V 100 mph Fig. 6-1 Exposure Category C Section 6.5.6.3 Roof Style Gable Roof Fig.6-11B/C/D-14A/B Mean Roof Height h 15 ft Section 6.2 Wind Pressure Calculation Coefficients Wind Pressure Exposure KZ 0.85 Table 6-3 Topographic Factor KA 1.00 Section 6.5.7 Wind Directionality Factor Kd 0.85 Table 6-4 Importance Factor I 1.0 Table 6-1 Velocity Pressure qh qh =0.00256(Kz)(Kzt)(Kd)(V^2) (I) Equation 6-15 18.5 psf Wind Pressure Ext. Pressure Coefficient U GC c -0.95 Fig.6-11B/C/D-14A/13 Ext.Pressure Coefficient Down GC oow" 0.88 Fig.6-11B/C/D-14A/B Design Wind Pressure p p= qh(GC) Equation 6-22 Wind Pressure Up p„ -17.6 psf Wind Pressure Down 16.2 psf ALLOWABLE STANDOFF SPACINGS X-Direction Y-Direction Max Allowable Standoff Spacing Landscape 64" 39" Max Allowable Cantilever Landscape'i 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 -281 lbs Uplift Capacity of Standoff T-allow 500 lbs Standoff Demand/Capacity DCR 56.2% X-Direction Y-Direction Max Allowable Standoff Spacing Portrait 48" 65" Max Allowable Cantilever Portrait 20" NA Standoff Configuration Portrait Staggered Max Standoff Tributary Area Trib 22 sf PV Assembly Dead Load W-PV 3.0 psf Net Wind Uplift at Standoff T-actual 350 lbs Uplift Capacity of Standoff T-allow 500 lbs Standoff Demand/capacity DCR 70.1% DocuSign Envelope ID:87324FE8-1D6F-4AF1-9661-FDF64E39AOE9 SolarCity � PPA Customer Name and Address Installation Location Date John Gorman 203 Boxford St 1/12/2016 203 Boxford St North Andover,MA 01845 North Andover,MA 01845 Here are the key terms of your Power Purchase Agreement $0 13e70c 20yrs System installation cost Electricity rate ng kWh Agreement Tgm Initial here Initial here & DS The SolarCity Promise � �, •We guarantee that if you sell your Home,the buyer will qualify to assume your Agreement ....._... ........................ Initial here •We warrant all of our roofing work. DS •We restore your roof at the end of the Agreements ,. •We warrant,insure, maintain and repair the System. .....................................................................' .....- ....... Initial here. •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 1/12/2016. Your SolarCity Power Purchase Agreement Details Your Choices at the End of the Initial Options for System Purchase: Amount due at contract signing Term: •At certain times,as specified in $o •SolarCity will remove the System at no the Agreement,you may Est.amount due at installation cost to you. purchase the System. $0 •You can upgrade to a new System with •These options apply during the 20 the latest solar technology under a new year term of our Agreement and Est.amount due at building inspection contract. not beyond that term. $0 •You may purchase the System from Est.first year production SolarCity for its fair market value as 10,675 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 1 solarcity.com 1480965 Power Purchase Agreement,version 9.1.0,November 11,2015 SAPC/SEFA Compliant Contractors License MA HIC 168572/EL-1136MR Document generated on 1/12/2016 Copyright 2008-2015 SolarCity Corporation,All Rights Reserved r DocuSign Envelope ID:87324FE8-1D6F-4AF1-9681-FDF64E39AOE9 23. NOTICE OF RIGHT TO CANCEL. I have read this Power Purchase Agreement and the Exhibits in YOU MAY CANCEL THIS CONTRACT AT ANY TIME PRIOR their entirety and I acknowledge that I have received a TO MIDNIGHT OF THE THIRD BUSINESS DAY AFTER THE complete copy of this Power Purchase Agreement. DATE YOU SIGN THIS CONTRACT. SEE EXHIBIT 1,THE ATTACHED NOTICE OF CANCELLATION FORM FOR AN Customer's Name:John Gorman EXPLANATION OF THIS RIGHT. Docursi9ned 6y: 24. ADDITIONAL RIGHTS TO CANCEL. Signature: IN ADDITION TO ANY RIGHTS YOU MAY HAVE TO CANCEL THIS PPA UNDER SECTION 23,YOU MAY ALSO CANCEL Date: 1/12/2016 THIS PPA AT NO COST AT ANY TIME PRIOR TO COMMENCEMENT OF CONSTRUCTION ON YOUR HOME. 25. Pricing The pricing in this PPA is valid for 30 days after 1/12/2016. Customer's Name: If you don't sign this PPA and return it to us on or prior to 30 days after 1/12/2016,SolarCity reserves the right to Signature: reject this PPA unless you agree to our then current pricing. Date: Power Purchase Agreement SolarCity approved Signature: Lyndon Rive, CEO Date: 1/12/2016 Power Purchase Agreement,version 9.1.0,November 1.1,2015 1480965 The Commonweattle ofmassachusefts Deparlinent ofIndustrialAccidents 0ske of Avesatigo6ns I Congless S&04 Suite 100 Baston,MA 02114-20 7 Workers'Compensation Insurance Affidavit: Marne(Busincss/OM&ni*zotion/fndividual). SolarCity Corp. Address: 3055 Clearview Way cityist i : San Mateo CA. 94402 1>.bone W.: 888-765-2489 Are you an employer?Check the appropriate box. Type of project(required): Loaryl nemployer'with 5,000 4. El I am a general contractor and 1 6. 0 New construction emploAas(fall and/or part-time).* have hired the sub-contractors 1 El I am a sole proprietor or partner- listed an the attached sheet, 7. El Remodeling ship and have no employees; Those sub-contractors have S. 0 Demolition -working for mein any capacity, employees and have workers' 9. []Building nddition LNo-workm'comp,insurance comp. required.] 5. E] We,arE a corporation and its 10.0 Rlectrical repairs or additions 3.0 1 taut a Immeowner doing all work officers have exercised their I L[3 Plumbing repairs or additions -PY 140%, myso LNU wurts, comp. I J, 12.E]Roof repairsinsuranc roquirefl t c. 152,§1(4),and we have no employees.[No workers' 13ETCher Solar/PV comp.insurance required.] *Any applicant tim Checks box#1[oust elan ffliout ihestation[[clow showing their wottoo'comp000ntion policy hitbimmitort. Homcownus who submit this affidavit indizAting they are dbing all work and then hire outside contrubtals must submit a new affidavit Indicating such. lCoxitractors that check this box must attached an additional s1mat showing the nmm orthc sob-conuactors and state whether or not those cnthics have employees, If the sub-90fitmolorg have tolployeas,they must pr&yide their workers'comp plicy number. Beldip i5fiat:policy and joh site Imumnm Company Nmnc; Zurich American Insurance Company Policy 4 or SOF-ins.Lic.#: WCO 182015-00 Expiration Date: 9/1/2016 Job Site Addr-=,teAv City/State/Zip: AltRch a copy of the workere compensafiGn pot-my deelorntion page(showing the policy nuntbrer and expiration date). Failure w secure coverage as roqvired under Section 25A of MOL a. 152 can lead to the imposition of ceiminal penalties of a fine up to 51,500.00 andlar'one-year imprisonment,as well as civil penalties in the form of a STOP WORK Cil[DER a fine of tip to$250,00-a day against the violator. Be advised that a copy of this statement maybe fon yarded to the Office of Investigations of the DIA fbr insurance coverage verification. fdoher.ffbyeerliOunler the patios,rindpeiiale ofperjarj,that Ifte hVermadenproOdetta6ow is true and correct. Si tune: Date- Ph9 0 110- f31701al vmr Only, ha fitis area,to be completed by clo)or town oftleAV, , City or TownJPerrnit/I,lrettse;# - Ij Issuing Authority(circle one): 1,BLy"ra ref lypaph 2-,Ria i-u nepar!ment 3.Ci tm—1-4—ly .L Elee 6, Other LContact Person: Phone fi, CERTIFICATE OF LIABILITY INSURANCE DATE(MMIDDIYYYY) 0111712M9 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER($), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(les)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 endorserncant(sl. PRODUCER CONTACT MARSH RISK&INSURANCE SERVICES NAIA =— - — PHONE- 345 HONE ._..._... _. ._.......... ... ..,FAX-. .._... .... ...__........------ 345 CALIFORNIA STREET,SUITE 1300A1s4na.�xl) ...._..__.._ ..._. .... ... ..... . . ...... ..i(Plc,Np1:.......... ._..... ................_ CALIFORNIA LICENSE NO.0437153 -MAIL SAN FRANCISCO,CA 94104 _APRs;€Vic. ..... ..... .... Alin:Shannon Scoit416-743.83~34 .........INSURERIS)AFFORDING GOVERAOE.. .,. - .. .- .,• •• �••• MAIC q 996301-STND-GAWUE-15.16 ___ . ._. _ INSURER A t Zurich American Insurance Company 116535 SofarCity Corporation 3055 Clearvlew Way INSURER c:-NIA NIA San Mateo,CA 94402 _.. ... ..:. . ... ._.._ .........._..._..._..- — ....._.._.._..--+._._ ......_.. .. _.. INSURRR.D:American Zurich Insurance Company IA0142 INSURER E., ... INSURER F: I COVERAGES CERTIFICATE NUMBER: SFA-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 TME TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. _ ...._ LTR TYPE OF INSURANCE POLICY NUMBER I M DD�Y MMIDOI YXY LIMITS A X GOMMfiRCIALGENERALLIABILITY iGL00182416 O0 08101/2415 i{)914112016 EACH OCCURRENCE S 3,000,000 t _ .. ... .bAMAGETQhEtdTED._........ ..... ....._...__....--- CLAIMS-MADE f X l OCCUR I PRF{yIfSE51Ea oaur;ence}._ :$ 3,400,000 X Sift:$250,000 ,MED EXP(Anyone person) �$ -S,OOD 1 i t.............. _.._ ........ PERSONAL&ADVINJURY S3,000,000 GEN'LAGGREGA_T_ELIN1TAPPLIESPER i GE NERAL AGGREGATE ig 6,000,000 )PRO' r....; X POLICYF]JECT t. ...7 LOC ! PRODUCTS-COMP(OA AGG ;$ 6,000,00D + 4..........__..__.... .... ..... i OTHER $ AAUTOMOBILEUABILITY BAP0182017-00 0910112615 '0910112016 COMBINED SINGLE LIMIT $ 3,000,000 I ;SEA dccid_nh........... .... ... .__ X ANY AUTO BODILY)NJVRY(Per person) ':$ X 'ALL OWNED X SCHEDULED E _. . _... . ... . ...;..... .. . ..._.. ....._ 4....i Burps i..... AUTOSLBODILY INJURY(Per acp S .. ... _. .- _.. NON-OWNED I PROFERTYDAMAGE' d nl)1 X e ....y HIRED AUTOS ),X- AUTOS COMPICOLL DED: $ $5.000 I_.. UMBRELLA LIAB `OCCUR EACH OCCURRENCE EXCESS ,......f.. ..._ LIAB :CLAIMS MADE` r _... ......_........ A.G.G._REGATE g ;...... LIED 1 ;.RETENTIONS S D !:WORKERS COMPENSATION WC0182014 00(AOS) °0910112015 0970112016 i X ;PER OTH- �AND EMPLOYERS'LIABILITY A Y r N: 1NCOt82O15.00 MA 09101/2015 0910112016 ,ANY PROPRIETORIPARTNERIEXECUTIVE N N(A } E.L CH ACCIDENT `$ 1,400.000 :OFFICER/MEMS9REXCLUDED7 I � r_..._.__._.._.__._....... . ....). ........ Mandato in N �+ ;WC DEDUCTIBLE:$500,000 { ry E L DISEASE-EA EMPLOYEE 3 1,000,000 N yes,descnbo under _..---_-.. ._.. .-_ -+---. ._.. 1.004,000 DESCRIPTION OF OPERATIONS below I i EL DISEASE-POLICY LIMIT I s i DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES(ACORD.101,Additional Romarke Schedule,may 8e attached If more space Is required) Evidence of insurance. CERTIFICATE HOLDER CANCELLATION SofarCity Corporat)on 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. r ZED REPRESENTATIVE Risk&Insurance ServicesMarmole)o - ©1888-2014 ACORD CORPORATION. All rights reserved. ACORD 25(2014101) The ACORD name and toga are registered marks of ACORN Office of Consumer Affairs and Business Regulation 10 Park Plaza - Suite 5170 Boston, Massachusetts 02116 Home Improvement Contractor Registration Registration: 168572 Type: Supplement Card SOLAR GIT ' CORPORATION Expiration: 3/812017 DAN FONZI - ----__ --_ ----- __ 24 ST MARTIN STREET BLD 2UNIT 11 --- ----- MARLBOROUGH, MA01752 Update address and return card.Mark reason for change. [� address ::] Renewal ❑ Employment "—I Lost Card Office of Consumer Affairs&Business Regulation License or registration valid for individul use only ,,,HOME IMPROVEMENT CONTRACTOR before the expiration state. If found return to. Office of Consumer Affairs and Business Regulation Registration: 168572 Type: 10 Park Plaza-Suite 5170 Expiration: 3/8/2017 Supplement Card Boston,MA 02316 SOLAR CITY CORPORATION DAN FONZI 3055 CLEARVIEW WAY SAN MATEO,CA 84402 Undersecretary Not valid without signature CS-101687 15 IELLEY RD = W GT®N MA 018117,. 0911312016