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43-149 (4) CALCULATION OF DESIGN WIND LOADS - MPS Mounting Plane Information Roofing Material Comp Roof PV System Type SolarCity SleekMountT`" Spanning Vents No Standoff Attachment Hardware Coma Mount Tvae C Roof Slope 360 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 SeamfT"rap 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 90 mDh 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 25 ft Section 6.2 Wind Pressure Calculation Coefficients Wind Pressure Exposure KZ 0.95 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 16.7 psf Wind Pressure Ext. Pressure Coefficient(Up) GC,(u -0.95 Fig.6-11B/C/D-14A/B Ext. Pressure Coefficient Down G Down 0.88 Fig.6-11B/C/D-14A/B Design Wind Pressure p p = qh(G ) Equation 6-22 Wind Pressure U „ -15.8 psf Wind Pressure Down 14.6 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 -250 Ibs Uplift Capacity of Standoff T-allow 500 Ibs Standoff Demand/Capacity DCR 49.9% 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 -311 Ibs Uplift Capacity of Standoff T-allow 500 Ibs Standoff Demand/Capacity DCR 62.3% STRUCTURE ANALYSIS - LOADING SUMMARY AND MEMBER CHECK- MPS Member Properties Summary MPS Horizontal Member S ans Rafter Pro perties Overhang 1.07 ft Actual W 1.50" Roof System Properties Span 1 11.69 ft Actual D 7.25" Number of Spans w/o Overhang) 1 Span 2 Nominal Yes Roofing Materi al Com Roof Span 3 A 10.88 in.^2 Re-Roof No Span 4 S. 13.14 in.^3 Plywood Sheathing Yes San 5 I 47.63 in.^4 Board Sheathing None Total Span 12.76 ft TL DefPn Limit 120 Vaulted Ceiling No PV 1 Start 1.25 ft Wood Species SPF Ceiling Finish 1/2"Gypsum Board PV 1 End 14.50 ft Wood Grade #2 Ratter Slope 360 PV 2 Start Fb 875 psi Rafter Spacing 16" O.C. PV 2 End F„ 1 135 psi Top Lat Bradng Full PV 3 Start E 1400000 psi Bot Lat Bracing At Supports PV 3 End Emin 510000 psi Member Loading Summary Roof Pitch 9/12 Initial Pitch Adjust Non-PV Areas PV Areas Roof Dead Load DL 10.5 psf x 1.24 13.0 psf 13.0 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 40.0 psf x 0.7 1 x 0.4 28.0 psf 16.0 psf Total Load(Governing LC TL 1 1 41.0 psf 1 32.7 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 Summary(per NDS) Governing Load Comb CD CL + CL - CF Cr D+ S 1.15 1.00 1 0.42 1 1.2 1.15 Member nalysis Results Summary Maximum Max Demand 0 Location Capacity DCR Load Combo Shear Stress 35 psi 1.1 ft. 155 psi 0.23 D + S Bending + Stress 658 psi 7.0 ft. 1389 psi 0.47 D+ S Bending Stress -44 psi 1.1 ft. -588 psi 0.07 D + S Total Load Deflection 0.4 in. 430 6.9 ft. 1.44'in. 120 0.28 D + S CALCULATION OF DESIGN WIND LOADS - MP2 Mounting Plane Information Roofing Material Comp Roof PV System Type SolarCity SleekMountTM Spanning Vents No Standoff Attachment Hardware Como Mount Tvoe C Roof Slope 360 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 90 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 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 = 0.00256(Kz)(Kzt)(Kd)(V^2) (I) qn 16.7 psf Equation 6-15 Wind Pressure Ext. Pressure Coefficient(Up) GCo ru -0.95 Fig.6-11B/C/D-14A/B Ext. Pressure Coefficient Down G Down 0.88 Fig.6-11B/C/D-14A/B Design Wind Pressure p p = qh(GC ) Equation 6-22 Wind Pressure Up Nup) -15.8 psf Wind Pressure Down 14.6 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 -250 Ibs Uplift Capacity of Standoff T-allow 500 Ibs Standoff Demand/Capacity DCR 49.9% 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 -311 Ibs Uplift Capacity of Standoff T-allow 500 Ibs Standoff Demand/Capacity DCR 62.3% STRUCTURE ANALYSIS - LOADING SUMMARY AND MEMBER CHECK- MP2 Member Properties Summary MP2 Horizontal Member Spans Rafter Properties Overhang 1.07 ft Actual W 1.50" Roof System Properties Span 1 7.85 ft Actual D 5.50" Number of Spans w/o Overhang) 1 Span 2 Nominal Yes Roofing Material Comp Roof Span 3 A 8.25 in.^2 Re-Roof No Span 4 S. 7.56 in.^3 Plywood Sheathing Yes Span 5 I 20.80 in.^4 Board Sheathing None Total Span 8.92 ft TL DefPn Limit 120 Vaulted Ceiling No PV 1 Start 3.08 ft Wood Species SPF Ceiling Finish 1/2"Gypsum Board PV 1 End 9.75 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 Emi„ 510000 psi Member Loading Summary Roof Pitch 9/12 Initial Pitch Adjust Non-PV Areas M3.7 as Roof Dead Load DL 10.0 psf x 1.24 12.4 sf sf PV Dead Load PV-DL 3.0 sf x 1.24 f Roof Live Load RLL 20.0 sf x 0.78 15.5 sf Live/Snow Load LL/SL�Z 40.0 psf x 0.7 1 x 0.4 28.0 psf sf Total Load(Governing LC TL 1 1 40.4 psf 32.1 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 Summary(per NDS Governing Load Comb CD CL + CL - CF Cr D+ S 1.15 1.00 0.71 1 1.3 1.15 Member Anal sis Results Summary Maximum Max Demand 0 Location Capacity DCR Load Combo Shear Stress 37 psi 1.1 ft. 155 psi 0.24 D + S Bending + Stress 504 psi 5.1 ft. 1504 psi 0.33 D+ S Bending (-) Stress -75 psi 1.1 ft. -1075 psi 0.07 D + S Total Load Deflection 0.18 in. 636 5.0 ft. 0.97 in. 120 0.19 D + S CALCULATION OF DESIGN WIND LOADS - MP1B Mountinq Plane Information Roofing Material Comp Roof PV System Type SolarCity SleekMountTM Spanning Vents No Standoff Attachment Hardware Comp Mount Tupe C Roof Slope 360 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/-rrap Spacing SM Seam Only NA Wind Desi n Criteria Wind Design Code ASCE 7-05 Wind Design Method Partially/Fully Enclosed Method Basic Wind Speed V 90 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 25 ft Section 6.2 Wind Pressure Calculation Coefficients Wind Pressure Exposure KZ 0.95 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 16.7 psf Wind Pressure Ext. Pressure Coefficient U GCp Up -0.95 Fig.6-11B/C/D-14A/B Ext. Pressure Coefficient Down GCy ooW" 0.88 Fig.6-11B/C/D-14A/B Design Wind Pressure p p = qh(G ) Equation 6-22 Wind Pressure U „ -15.8 psf Wind Pressure Down 14.6 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 -250 Ibs Uplift Capacity of Standoff T-allow 500 Ibs Standoff Demand/Capacity DCR 49.9% 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 -311 Ibs Uplift Capacity of Standoff T-allow 500 Ibs Standoff Demand/Capacity DCR 62.3% STRUCTURE ANALYSIS - LOADING SUMMARY AND MEMBER CHECK- MP1B Member Properties Summary MP1B Horizontal Member S ans Rafter Pro perties Overhang 1.07 ft Actual W 1.50" Roof System Properties Span 1 12.32 ft Actual D 5.50" Number of Spans wo Overhang) 1 Span 2 Nominal Yes Roaring Material Comp Roof Span 3 A 8.25 in.^2 Re-Roof No Span 4 Sx 7.56 in.^3 Plywood Sheathing Yes Span 5 I 20.80 in.^4 Board Sheathing None Total Span 13.39 ft TL DefPn Limit 120 Vaulted Ceffing No PV 1 Start 1.17 ft Wood Species SPF Ceiling Finish 1/2"Gypsum Board PV 1 End 6.67 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 Pot Lat Bracing At Supports PV 3 End Emig 510000 psi Member Loading Summary Roof Pitch 9/12 Initial Pitch Adjust Non-PV Areas PV Areas Roof Dead Load DL 10.0 Psf x 1.24 12.4 psf 12.4 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/SLI,2 40.0 psf x 0.7 1 x 0.4 28.0 psf 16.0 psf Total Load(Governing LC TL 1 40.4 psf 32.1 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 Design Summa (per NDS) Governing Load Comb CD CL + CL - CF Cr D+ S 1.15 1.00 1 0.48 1 1.3 1.15 Member nalysis Results Summary Maximum Max Demand 0 Location Capacity DCR Load Combo Shear Stress 51 psi 1.1 ft. 155 psi 0.33 D + S Bending + Stress 1447 psi 7.6 ft. 1504 psii 0.96 D+S Bending (-)Stress -75 psi 1.1 ft. -727 psi 0.10 D + S Total Load Deflection 1.29 in. I L/141 7.3 ft. 1.52 in. 120 0.85 D + S CALCULATION OF DESIGN WIND LOADS - MP1A Mounting Plane Information Roofing Material Comp Roof PV System Type SolarCity S1eekMountTM Spanning Vents No Standoff Attachment Hardware Como Mount Tvoe C Roof Slope 360 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 90 mDh 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 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 16.7 psf Wind Pressure Ext. Pressure Coefficient(U ) GCp -0.95 Fig.6-11B/C/D-14A/B Ext. Pressure Coefficient Down G Dow" 0.88 Fig.6-11B/C/D-14A/B Design Wind Pressure p p = qh (GC ) Equation 6-22 Wind Pressure U -15.8 psf Wind Pressure Down 14.6 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 -250 Ibs Uplift Capacity of Standoff T-allow 500 Ibs Standoff Demand/Capacity DCR 49.9% 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 -311 Ibs Uplift Capacity of Standoff T-allow 500 Ibs Standoff Demand/Capacity DCR 62.3% STRUCTURE ANALYSIS - LOADING SUMMARY AND MEMBER CHECK- MP1A Member Properties Summary MP1A Horizontal Member Spans Rafter Pro erties Overhang 1.07 ft Actual W 1.50" Roof System Properties Span 1 7.85 ft Actual D 5.50" Number of Spans w/o Overhang) 1 Span 2 Nominal Yes Roofing Material Comp Roof Span 3 A 8.25 in.^2 Re-Roof No Span 4 Sx 7,56 in.^3 Plywood Sheathing Yes Span 5 I 20.80 in.^4 Board Sheathing None Total Span 8.92 ft TL Deffn Limit 120 Vaulted Ceiling No PV 1-Start 0.92 ft Wood Species SPF Ceiling Finish 1/2"Gypsum Board PV 1 End 9.75 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 Emig 510000 psi Member Loading Summary Roof Pitch 9/12 Initial Pitch Adjust Non-PV Areas PV Areas Roof Dead Load DL 10.0 psf x 1.24 12.4 psf 12.4 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 40.0 psf x 0.7 1 x 0.4 28.0 psf 16.0 psf Total Load(Governing LC I TL 1 40.4 sf 32.1 psf Notes: 1. ps=Cs*pf, Cs-roof, Cs-pv per ASCE 7[Figure 7-2] 2, pf=0.7(Q(Ct)(IS)p9; Ce=0.9,Ct=1.1, I5=1.0 Member Design Summary(per NDS) Governing Load Comb CD CL + CL - CF Cr D + S 1.15 1.00 1 0.71 1 1.3 1.15 Member Anal sis Results Summary Maximum Max Demand @ Location Capacity DCR Load Combo Shear Stress 30 psi 1.1 ft. 155 psi 0.19 D + S Bending Stress 499 psi 5.1 ft. 1504 psi 0.33 D+ S Bending (-) Stress -47 psi 1.1 ft. -1075 psi 0.04 D + S Total Load Deflection 0.18 in. I L/642 5.0 ft. 0.97 in. 120 0.19 D + S 06.11.2015 SolarCity. PV System Structural Version #46.4 Design Software PROJECT INFORMATION &TABLE OF CONTENTS Project Name: Lewis Residence AHJ: Northampton Job Number: 0101115 Building Code: MA Res. Code, 8th Edition Customer Name: Lewis, Benjamin Based On: IRC 2009/IBC 2009 Address: 113 Whittier St ASCE Code: ASCE 7-05 City/State: Northampton, MA Risk Category: II Zip Code 01062 Upgrades Req'd? No Latitude/ Longitude: 42.300763 -72.684034 Stamp Req'd? Yes SC Office: Springfield PV Designer:, Timothy Camilleri Certification Letter 1 Project Information,Table Of Contents, &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 = 0.22424 < 0.4g and Seismic Design Category(SDQ = B < D 112-MILE VICINITY MAP CIO •EA, U.S. Geological Survey, USDA Farm Service • .- 113 Whittier St, Northampton, MA 01062 Latitude: 42.300763, Longitude: -72.684034, Exposure Category: C Version#46.4 SolarCity. June 11, 2015 Project/Job #0101115 f RE: CERTIFICATION LETTER y1 Project: Lewis Residence 113 Whittier St Northampton, MA 01062 TEMPORARY PERMIT To Whom It May Concern, MASSACHUSETTS 2015-004-PE 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 = 90 mph, Exposure Category C -Ground Snow Load =40 psf - MP1A: Roof DL = 10 psf, Roof LL/SL = 28 psf(Non-PV Areas), Roof LL/SL = 16 psf(PV Areas) - MP113: Roof DL = 10 psf, Roof LL/SL = 28 psf(Non-PV Areas), Roof LL/SL = 16 psf(PV Areas) - MP2: Roof DL= 10 psf, Roof LL/SL = 28 psf(Non-PV Areas), Roof LL/SL = 16 psf(PV Areas) - MP5: Roof DL = 10.5 psf, Roof LL/SL= 28 psf(Non-PV Areas), Roof LL/SL = 16 psf(PV Areas) Note: Per IBC 1613.1; Seismic check is not required because Ss = 0.22424< 0.4g and Seismic Design Category(SDC) = B < 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. Paymon Eskandanian, P.E. Digitally Signed by Paymon Professional Engineer T: 714.274.7823 Eskandanian email: peskandanian @solarcity.com 2015.06.11 14:38:27 -07'00' 3055 Clearview Way San Mateo, C A 94402 T(650)638 1028 (888)S01,CITY F(1650)638-1029 solarcity.corr? DocuSign Envelope ID:34F09D8E-7B6D-4AF3-B2C6-8202EFA122A8 23. NOTICE OF RIGHT TO CANCEL. I have read this Power Purchase Agreement and the Exhibits in their YOU MAY CANCEL THIS CONTRACT AT ANY TIME PRIOR TO entirety and I acknowledge that I have received a complete copy of this MIDNIGHT OF THE THIRD BUSINESS DAY AFTER THE DATE Power Purchase Agreement. YOU SIGN THIS CONTRACT. SEE EXHIBIT 1,THE ATTACHED NOTICE OF CANCELLATION FORM FOR AN Customer's Name:Benjamin Lewis EXPLANATION OF THIS RIGHT. DoauSi ned by: 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: 6/7/2015 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 6/7/2015. If you Customer's Name: don't sign this PPA and return it to us on or prior to 30 days after 6/7/2015, SolarCity reserves the right to reject this PPA unless you Signature: agree to our then current pricing. Date: SolarCity. Power Purchase Agreement SOLARCITY APPROVED Signature: ,r•-- �,;._..._.� L:YNDON RIVE,CEO (PPA) Power Purchase Agreement rAtt. Date: 6/7/2015 War Povaer Purchase Agreemer..t version 0 0 8.4.1 84:1?C � 0 M DocuSign Envelope ID:34F09D8E-7B6D-4AF3-B2C6-8202EFA122A8 SolarCity Power Purchase Agreerflel L Here are the key terms of your SolarCity Power Purchase Agreement Date:_V M2015 2015 $0 11000 20years System installation cost Electricity rate per kWh Agreement term Our Promises to You • We insure,maintain,and repair the System(including the inverter)at no additional cost to you,as specified in the agreement. • We provide 24/7 web-enabled monitoring at no additional cost to you,as specified in the a lreernent. • We warranty your roof against leaks and restore your roof at the end of the agreement, *pecified in the agreement. • The rate you pay for electricity,exclusive of taxes,will never increase by more thap 2.90%per..year. • The pricing in this PPA is valid for 30 days after 6/7/2015. • We are confident that we deliver excellent value and customer service-As,a result,y€ ;Jree'to cancel anytime at no charge prior to construction on your home'. Estimated First Year Production #3,404 kVY Customer's Name & Service Address Exactly as it appears on the utility bill Customer Name and Address Customer Name Installation Location Benjamin Lewis 113 Whittier St 113 Whittier St Northampton, MA 01062 Northampton, MA 01062 Options for System purchase and transfer: Options at the end of the 20 year term: • If you move,you may transfer this agreement to the purchaser of your 0 SolarCity will remove the System at no cost to you. Home,as specified in the agreement. • You can upgrade to a new System with the latest solar • At certain times,as specified in the agreement,you may purchase the technology under a new contract. System. • You may purchase the System from SolarCity for its fair • These options apply during the 20 year term of our agreement and not market value as specified in the agreement. beyond that term. • You may renew this agreement for up to ten(10)years in two(2)five(5)year increments. 3055 CLEARVIEW WAY, SAN VAiEO, CA 94402 888.SOL.CITY 1 888.765.2489 ( SOLARCITY.COM MA HIC 168572/El..-1136MR ❑ ❑ Document Generated on 6/7/20115 ■ ■ 841130 . t ACCO CERTIFICATE OF LIABILITY INSURANCE OATE(NIAlOD1YYYY) 08/2912014 kft�THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. 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PRODUCER NAME: MARSH RISK&INSURANCE SERVICES --_-_ - -- 345 CALIFORNIA STREET,SUITE 1300 P_{AIC il9LExU:-- -- -__ l.lA� Nat, CALIFORNIA LICENSE NO.0437153 E-MAIL SAN FRANCISCO,CA 94104 ADDRESS _ INSURERIS)AFFORDING COVERAGE 998301-STND-GAWUE-14.15 INSURER A Liberty Mutual Fire Insurance Company t16586 INSURED INSURER 0 Liberty Insurance Corporation 2404 Ph(650)963.5100 - ----- -- —- - ------- Corporation INSURER C NIA WA 3055 CleaNl@W Way San Mateo,CA 94402 — ---- - -- - INSURER E: INSURER COVERAGES CERTIFICATE NUMBER: SEA-002440269.02 REVISION NUMBER:4 THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS. EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INBR -------- - ------- -EARL U8k --- — ----- POLICY IEFF POLICY EXP ----- --- -. TYPE OF INSURANCE POLICY NUMBER (M Y11 L.IMTS LM A GENERAL LIABILITY T82-661-066265.014 09/01/2014 09101/2015 EACH OCCURRENCE_ ____ 3 1'000,000 15 WlA09 TO REMMI 100,000 i COMMERCIAL GENERAL LIABILITY I PREMISES(Ewer r_enw�_ s _ _ CLAIMS-MADE I X I OCCUR i MED EXP(Anyone person) S 10,001 PERSONALS AOV INJURY IS _ 1000,000 - GENERAL AGGREGATE 1 s 2000,001 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMPIOP AGG S 2 0 •0 - - ,0 X POLICY X PRO- LoC Deductible S 25,000 A AUTOMOBILE LIABILITY A 09/01/2014 09101/2015 COMBINED SINGLE LIMIT 1,000,000 X ANY AUTO __ I BODILY INJURY(Per person) S ALL OWNED SCHEDULED BODILY INJURY(Par accident) S — - x AUTOS X NO AUTOS 11 WNED PROPERTY DAMAGE S f HIRED AUTOS AUTOS .P(2!_.student)._..______- _.. X 1 Phys.l).imape COMPICOLL DED: $ $1,000 1$1.0w UMBRELLA LIAS OCCUR- - { EACH OCCURRENCE S EXCESS L1AB --- L I I AGGREGATE S D D RETENTI N s B WORKERS COMPENSATION WA7-660-066265-024 09/0112014 09/01/2015 X WC STATU- OTH- AND EMPLOYERS'LIABILITY TORY LIMIT& __ ER g WC7.661-066265.034(WI) 09/01/2014 09/0112015 1,000,000 ANY PROPRIETORIPARTNERIEXECUTIVE YIN E L EACH_C_H ACCIDENT $ B OFFICERIMEMBER EXCLUDED? 0 NIA �VYC DEDUCTIBLE:$350.000' 1.000,000 (Mandatory in NM) E l DISEASE•EA EMPLOYEE S If yes.describe undo ----_,_... ___--- _._.----- ._._-_.__. -__.000 DESCRIPTION OF OPERATIONS below E L DISEASE-POLICY LIMIT $ 1'�'� � I ; { DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES(Attach ACORD 101,Additional Remarks Schedule,H more space Is required) Evidence of Insurance. CERTIFICATE HOLDER CANCELLATION SolarCity Corporation SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE 3055 Clearview Way THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN San Mateo,CA 94402 ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE or Marsh Risk&Insurance Services Charles Marmolejo ®1988-2010 ACORD CORPORATION. All rights reserved. ACORD 25(2010105) The ACORD name and logo are registered marks of ACORD The Commonwealth of Massachusetts Department of IndustrialAccidents Ogee of Investigations I Congress Street,Suite 100 Boston,MA 02114-2017 www.mass.gov/dia Workers'Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name(Business/Organization/individual): SOLARC[TY CORP Address:3055 CLEARVIEW WAY City/State/Zip:SAN MATEO, CA 94402 Phone#:886-765-2489 Are you an employer?Check the appropriate box: Type of project(required): 1.9 1 am a employer with 5000 4. ❑ I am a general contractor and 1 6. ❑New construction employees(full and/or part-time).* have hired the sub-contractors 2.❑ 1 am a sole proprietor or partner- listed on the attached sheet. 7. ❑ Remodeling ship and have no employees These sub-contractors have g. ❑Demolition working for me in any capacity. employees and have workers' 9. ❑Building addition [No workers' comp. insurance comp. insurance. required.] 5. ❑ We are a corporation and its 10.❑ Electrical repairs or additions 3.❑ 1 am a homeowner doing all work officers have exercised their 11.❑Plumbing repairs or additions myself. [No workers' comp. right of exemption per MGL 12.❑Roof repairs insurance required.]t c. 152,§1(4),and we have no SOLAR/PV employees. [No workers' l3.®Other comp. insurance required.] *Any applicant that checks box#1 must also fill out the section below stowing their workers'compensation policy information. I Homeowners who submit this affidavit indicating they arc doing all work and then hire outside contractors must submit a new affidavit indicating such. tContmetors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees. If the sub-contractors have employees,they must provide their workers'comp.policy number. 1 am an employer that is providing workers'compensation insurance for my emplayees. Below is Ilse policy and Job site Information. Insurance Company Name:LIBERTY MUTUAL INSURANCE COMPANY Policy#or Self-ins. Lic. M WA7-66D-066265-024 Expiration Date:09/01/2015 Job Site Address: L V l�' _ City/State/Zip:,�,� 1 ► Attach a copy of the workers' compensation policy declaration page(showing the policy number and expiration ) Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of investigations of the DIA for insurance coverage verification. 1 do hereby cert�o under the pains and penalties of perjrsry tlsal Ilia Information provided above is true and correct. Sig aQ ture: I)at r f Phone#: Of,fieial use only. Do not write in this area,to be completed by city or town official. City or Town: Permit/License# Issuing Authority(circle one): 1.Board of Health 2.Building Department 3.City/Town Clerk 4. Electrical Inspector S.Plumbing Inspector 6.Other Contact Person: Phone#: SECTION 8-CONSTRUCTION SERVICES 8.1 Licensed Construction Supervisor: Not Applicable ❑ Name of License Holder:SOLARCITY/CRAIG ELLS 107663 License Number 604 SILVER ST AGAWAM MA 01001 8/29/17 Address l Expiration Date ( , Git.`.- C,� 978-875-1698 Signature Telephone 9.Reaistered Home Fmprairement Contractor: Not Applicable ❑ SOLARCITY CORP/VICTORIA JUNCK 168572 Company Name Registration Number 604 SILVER ST AGAWAM MA 01001 03/08/2017 Address Expiration Date � 'I � � Telephone 978-215-2367 SECTION 10-WORKERS'COMPENSATION INSURANCE AFFIDAVIT(M.G.L.c. 152,§25C(6)) Workers Compensation Insurance affidavit must be completed and submitted with this application. Failure to provide this affidavit will result in the denial of the issuance of the building permit. Signed Affidavit Attached Yes....... ❑ No...... ❑ 11. - Home Owner Exemption The current exemption for"homeowners"was extended to include Owner-occupied Dwellings of one(1) or two(2)families and to allow such homeowner to engage an individual for hire who does not possess a license,provided that the owner acts as supervisor.CMR 780, Sixth Edition Section 108.3.5.1. Definition of Homeowner:Person(s)who own a parcel of land on which he/she resides or intends to reside,on which there is,or is intended to be,a one or two family dwelling,attached or detached structures accessory to such use and/or farm structures.A person who constructs more than one home in a two-year period shall not be considered a homeowner. Such"homeowner"shall submit to the Building Official,on a form acceptable to the Building Official,that he/she shall be responsible for all such work performed under the building permit. As acting Construction Supervisor your presence on the job site will be required from time to time,during and upon completion of the work for which this permit is issued. Also be advised that with reference to Chapter 152(Workers' Compensation) and Chapter 153 (Liability of Employers to Employees for injuries not resulting in Death)of the Massachusetts General Laws Annotated,you may be liable for person(s) you hire to perform work for you under this permit. The undersigned"homeowner"certifies and assumes responsibility for compliance with the State Building Code,City of Northampton Ordinances, State and Local Zoning Laws and State of Massachusetts General Laws Annotated. Homeowner Signature SECTION 5-DESCRIPTION OF PROPOSED WORK(check all applicable) New House Addition Replacement Windows Alteration(s) Roofing Or Doors Accessory Bldg. Demolition New Signs [ ] Decks [ ] Siding[ ] Other Brief Description of Proposed Work: Install solar electric panels to roof of existing home.to be interconnected with home's electrical system. Alteration of existing bedroom Yes No Adding new bedroom Yes No Attached Narrative Renovating unfinished basement Yes No Plans Attached Roll -Sheet 6a. If New house and or addition to existing housing, complete the following: a. Use of building : One Family Two Family Other b. Number of rooms in each family unit: Number of Bathrooms c. Is there a garage attached? d. Proposed Square footage of new construction. Dimensions e. Number of stories? f. Method of heating? Fireplaces or Woodstoves Number of each g. Energy Conservation Compliance. Masscheck Energy Compliance form attached? h. Type of construction i. Is construction within 100 ft. of wetlands? Yes No. Is construction within 100 yr. floodplain Yes No j. Depth of basement or cellar floor below finished grade k. Will building conform to the Building and Zoning regulations? Yes No. I. Septic Tank City Sewer Private well City water Supply SECTION 7a-OWNER AUTHORIZATION-TO BE COMPLETED WHEN OWNERS AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT Benjamin Lewis as Owner of the subject property hereby authorize SOLARCITY to act on my behalf, in all matters relative to work authorized by this building permit application. 06/12/2015 Signature of Owner Date l SOLARCITY CORPNICTORIA JUNCK as Owner/Authorized Agent hereby declare that the statements and information on the foregoing application are true and accurate, to the best of my knowledge and belief. Signed under the pains and penalties of perjury. SOLARCITY CORPNICTORIA JUNCK Print Name 06/12/2015 Signature of Owner/Agent Date Section 4. ZONING All Information Must Be Completed. Permit Can Be Denied Due To Incomplete Information Existing Proposed Required by Zoning This column to be filled in by Building Department Lot Size Frontage Setbacks Front Side L: R: L: R: Rear Building Height Bldg. Square Footage % Open Space Footage % (Lot area minus bldg&paved parking) #of Parking Spaces Fill: volume&Location A. Has a Special Permit/Variance/Finding ever been issued for/on the site? NO DON'T KNOW YES IF YES, date issued: IF YES: Was the permit recorded at the Registry of Deeds? NO DON'T KNOW YES IF YES: enter Book Page and/or Document# B. Does the site contain a brook, body of water or wetlands? NO DON'T KNOW YES IF YES, has a permit been or need to be obtained from the Conservation Commission? Needs to be obtained Obtained , Date Issued: C. Do any signs exist on the property? YES NO IF YES, describe size, type and location: D. Are there any proposed changes to or additions of signs intended for the property? YES NO IF YES, describe size, type and location: E. Will the construction activity disturb(clearing,grading, excavation, or filling)over 1 acre or is it part of a common plan that will disturb over 1 acre? YES NO IF YES, then a Northampton Storm Water Management Permit from the DPW is required. '. ..lull ti ity of Northampton 6#�� ilding Departmentui � � :. 1 JUN �� 1'� 212 Main Street Sa� bttttr „� � Room 100 ag ampton, MA 01060 T�its of bin &Gs p, O trio,Plea Pon, 7-1240 Fax 413-587-1272 tNAo APPLICATION TO CONSTRUCT,ALTER,REPAIR, RENOVATE OR DEMOLISH A ONE OR TWO FAMILY DWELLING SECTION 1 -SITE INFORMATION 1.1 Property Address: This section to be completed by office 113 Whittier St Map Lot unit; Zone Overlay District Elm St.District CB District SECTION 2-PROPERTY OWNERSHIP/AUTHORIZED AGENT 2.1 Owner of Record: Benjamin Lewis 113 Whittier St Northampton,MA 01060 Name(Print) Current Mailing Address: 845-271-9571 Telephone Signature 2.2 Authorized Anent: SolarCity CorpNictoria Junck 604 Silver St Agawam MA 01001 Name(Print) Current Mailing Address: 978-215-2367 Signature Telephone SECTION 3-ESTIMATED CONSTRUCTION COSTS Item Estimated Cost(Dollars)to be Official Use Only completed by ermit applicant 1. Building 9,000 (a)Building Permit Fee 2. Electrical 20,000 (b)Estimated Total Cost of Construction from 6 3. Plumbing Building Permit Fee 4. Mechanical(HVAC) 5. Fire Protection 6. Total=(1 +2+3+4+5) 29,000 Check Number This Section For Official Use Only Building ermit Number: Date g Issued: Signature: Building Commissioner/Inspector of Buildings Date File#BP-2015-1306 APPLICANT/CONTACT PERSON SOLARCITY CORP ADDRESS/PHONE 604 SILVER ST AGAWAMO1001 (888)765-2489(2358) PROPERTY LOCATION 113 WHITTIER ST MAP 43 PARCEL 149 001 ZONE THIS SECTION FOR OFFICIAL USE ONLY: PERMIT APPLICATION CHECKLIST ENCLOSED REQUIRED DATE ZONING FORM FILLED OUT Fee Paid Building Permit Filled out 6 V 74 Fee Paid Typeof Construction: INSTALL ROOF MOUNTED SOLAR ARRAY New Construction Non Structural interior renovations Addition to Existing Accessory Structure Building Plans Included: Owner/Statement or License 107663 3 sets of Plans/Plot Plan THE FOLLOWING ACTION HAS BEEN TAKEN ON THIS APPLICATION BASED ON INFOIJWATION PRESENTED: pproved Additional permits required(see below) PLANNING BOARD PERMIT REQUIRED UNDER:§ Intermediate Project: Site Plan AND/OR Special Permit With Site Plan Major Project: Site Plan AND/OR Special Permit With Site Plan ZONING BOARD PERMIT REQUIRED UNDER: § Finding Special Permit Variance* Received&Recorded at Registry of Deeds Proof Enclosed Other Permits Required: Curb Cut from DPW Water Availability Sewer Availability Septic Approval Board of Health Well Water Potability Board of Health Permit from Conservation Commission Permit from CB Architecture Committee Permit from Elm Street Commission Permit DPW Storm Water Management De liti ay � oe_/S SignAWSr,orrBuilding Official Date Note: Issuance of a Zoning permit does not relieve a applicant's burden to comply with all zoning requirements and obtain all required permits from Board of Health,Conservation Commission,Department of public works and other applicable permit granting authorities. * Variances are granted only to those applicants who meet the strict standards of MGL 40A. Contact Office of Planning&Development for more information. 113 WHITTIER ST BP-2015-1306 GIS#: COMMONWEALTH OF MASSACHUSETTS Map:Block: 43 - 149 CITY OF NORTHAMPTON Lot:-001 PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS Permit: Building DO NOT HAVE ACCESS TO THE GUARANTY FUND (MGL c.142A) Category: SOLAR PANELS BUILDING PERMIT Permit# BP-2015-1306 Project# JS-2015-002398 Est.Cost: $29000.00 Fee: $174.00 PERMISSION IS HEREBY GRANTED TO: Const.Class: Contractor: License: Use Group: SOLARCITY CORP 107663 Lot Size(sa. ft.): 105850.80 Owner: LEWIS BENJAMIN Zoning: Applicant: SOLARCITY CORP AT. 113 WHITTIER ST Applicant Address: Phone: Insurance: 604 SILVER ST (888) 765-2489 (2358) Workers Compensation AGAWAMMA01001 ISSUED ON.611612015 0:00:00 TO PERFORM THE FOLLOWING WORK.-INSTALL ROOF MOUNTED44 PANELS 11.44 KW SOLAR ARRAY POST THIS CARD SO IT IS VISIBLE FROM THE STREET Inspector of Plumbing Inspector of Wiring D.P.W. Building Inspector Underground: Service: Meter: Footings: Rough: Rough: House# Foundation: Driveway Final: Final: Final: Rough Frame: Gas: Fire Department Fireplace/Chimney: Rough: Oil: Insulation: Final: Smoke: Final: THIS PERMIT MAY BE REVOKED BY THE CITY OF NORTHAMPTON UPON VIOLATION OF ANY OF ITS RULES AND REGULATIONS. Certificate of Occupancy Signature: FeeType• Date Paid: Amount: Building 6/16/2015 0:00:00 $174.00 212 Main Street,Phone(413)587-1240,Fax: (413)587-1272 Louis Hasbrouck—Building Commissioner