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Home My WebLink AboutBuilding Permit #496-15 - 86 MARTIN AVENUE 11/21/2014TOWN OF NORTH ANDOVER APPLICATION FOR PLAN EXAMINATION Permit NO:4q 6 /,-16— Date Received Date Issued: `1 IZtII`� IMPORTANT: Applicant must complete all items on this page o ai17 .1011111111 PROPERTY OWNE MAP NO Print;100 Year Old Structure CEL-.: ZONING DISTRICT: Historic District fl�1907 Machine Shop Villag yes no yes � TYPE OF IMPROVEMENT PROPOSED USE Residential Non- Residential ❑ New Building ❑ One family ❑ Addition EeTwo or more family 11 Industrial [;-Alteration No. of units: 11 Commercial 0 Repair, replacement ❑ Assessory Bldg ❑ Others: 0 Demolition [Other ar U ❑ Septic 0 Well ❑ Floodplain ❑ Wetlands 0 Watershed District 0 Water/Sewer _. DESCRIPTION OF VVUMM I U tit rtKruruvir-u: Sy sir elec xr,� Js cif � ►3 �� /5u� o� � rao �y i Identification Please Type or Print Clearly) OWNER: Name: ►enoi� (k)xhilli'7�oYl Phone: 97� - 1,k6 - �lS�� Address: Ma4in f_ CONTRACTOR Name:. gAQL(_6+c,, orp-, Phone: Q_) ' Address: RfPS j rCh br. W i ( M11 aa6) fY1a • C�ta`:�k - - Supervisor's Construction License: )(�_ (�!,? Exp. Date: _ R'f 2qZJ 7 Home Improvement License: :e E5 --?2 _ _ Exp. Date: ARCHITECT/ENGINEER Phone: Address: Reg. No. FEE SCHEDULE: BOLDING PERMIT: $12.00 PER $1000.00 OF THE TOTAL ESTIMATED COST BASED ON $125.00 PER S.F. Total Project Cost: $ y00 FEE: $ qQ'8' Check No.: �� 8'bg Receipt No.: Zg NOTE: Persons contracting with unregistered contractors do not have access to the guaranty fund Signature of Agent%Owner -" Signature of contractor Plans Submitted ❑ .� Plans Waived ❑ Certified Plot Plan ❑ Stamped Plans ❑ Building Department The fol;'owing is a list of the required forms to be filled out for the appropriate permit to be obtained. Roofiv,g, Siding, Interior Rehabilitation Permits ❑ Building Permit Application ❑ Workers Comp Affidavit ❑ Photo Copy Of H.I.C. And/Or C.S.L. Licenses ❑ Copy of Contract ❑ Floor Plan Or Proposed Interior Work ❑ Engineering Affidavits for Engineered products NOTE: All dumpster permits require sign off from Fire Department prior to issuance of Bldg Permit Addition Or Decks ❑ Building Permit Application ❑ Certified Surveyed Plot Plan ❑ Workers Comp Affidavit ❑ Photo Copy of H.I.C. And C.S.L. Licenses ❑ Copy Of Contract ❑ Floor/Crossection/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 NOTE: 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) o 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 In all cases if a variance or special permit was required the Town Clerks office must stamp the decision from the Board of Appeals that the apn•,al period is over. The applicant must then get this recorded at the Registry of Deeds. One copy and proof of recording must be submAted with the building application Doc: Doc.Buh ing Permit Revised 2012 Plans Submitted 1�r Plans Waived ❑ Certified Plot Plan ❑ Stamped Plans IV TYPE OF .SEWERAGE DiSPOSAL Public Sewer ❑ Tanning/Massage/Body Art ❑ .. Swimming Pools ❑ Well ❑ Tobacco Sales ❑ Food Packaging/Sales ❑ Private (septic tank, etc. ❑ Permanent Dumpster on Site ❑ THE FOLLOWING SECTIONS FOR OFFICE USE ONLY INTERDEPARTMENTAL SIGN OFF - U FORM PLANNING & DEVELOPMENT COMMENTS DATE REJECTED x DATE APPROVED CONSERVATION Reviewed on Signature COMMENTS HEALTH Reviewed on Signature ,COMMENTS, Zoning Board of Appeals: Variance, Petition No: Zoning Decision/receipt submitted yes _f� Planning Board Decision: Comments Conservation Decision: Comm Water & Sevier Connection/Signature & Date Driveway Permit DPW Town Engineer: Signature: FIRE DEPARTMI_NT = Temp Dumpster on site Located at 124 Mair, Street Fire Departmerf-sigiiature/date- ' COMMENTS Located 384 yes- no Street Dimension Number of Stories: Total square feet of floor area, based on Exterior dimensions. Total land area, sq. ft.: ELECTRICAL: Movement of Meter location, mast or service drop requires approval of Electrical Inspector Yes N® DANGER ZONE LITERATURE: Yes No MGL Chapter 166 Section 21A -F and G min.$100-$1000 fine Doe.Building Permit Revised 2010 Location No.� Date Check # 23295 4 TOWN OF NORTH ANDOVER Certificate of Occupancy $ Building/Frame Permit Fee Foundation Permit Fee $ Other Permit Fee $ TOTAL $ " �md r CO 0 2 cc z CO LLIw U. w C� G W CL 0 uiJ 0 E O '�J z O Cl �o-0 U - •Emm V � L CL CL cmQ Oa •O. O 4) Wz V v' CL U) Cl ' V O t6 -0 om �; Cc .0 2 = •C L O. ai Q = 47� m uI C O p H �. O �. O ~ V L- O ~ MU Q L ) F - m L = U A o V L uj oC Z �y U) CD 2 m (A0 O = ��M is•w� Z O N O "a LL y O Z t t II Z _ L p O Z — C Q. a CU) 0 Mo O O • t . T 0 Q S L Q CL 4) CD Z Q • ? W Q L L LC 2 Z_ Q CD •� v m fn '' O d W U_ -03=- O O T =yt, •i iC--.� v Q Q. y O O as O J '> ;� _ 2 F— m C O c O .r O. 0 U L C U (' LU m E m J LL c d LY u Ul O cc Z N \ U _O i C L .0 U t i N O N O O .0 sj O C p p c j v O N LL0' U LL LL d Ln LL LL. ca N CO 0 2 cc z CO LLIw U. w C� G W CL 0 uiJ 0 E O '�J z O Cl �o-0 U - •Emm V � L CL CL cmQ Oa •O. O 4) Wz V v' CL U) Cl ' V O t6 -0 om �; Cc .0 2 = •C L O. ai Q 47� m uI C O �. O �. V L- MU Q L ) ��CD m L = A o V L J U) CD m O = ��M is•w� O O N O "a y O t t II •a L p O Z C Q. CU) 0 Mo O O • t . T 3 L - ~ S L Q CL 4) CD • m 0 Q L L LC 2 as Q CD •� v m fn '' O d W O -03=- O O T =yt, •i iC--.� v W V Q. y O O as co '> ;� _ 2 F— eNC t C O c O .r O. 0 U CO 0 2 cc z CO LLIw U. w C� G W CL 0 uiJ 0 E O '�J z O Cl �o-0 U - •Emm V � L CL CL cmQ Oa •O. O 4) Wz V v' CL U) Cl ,,,SolarCit Y 3055 Clearview Way, San Mateo, CA 94402 (888) -SOL -CITY (765-2489) ( www.solarcity.com November 14, 2014 Project/Job # 0181306 RE: Project: To Whom It May Concern, CERTIFICATION LETTER Washington Residence 86 Martin Ave FL 1 North Andover, MA 01845 Version #39.5 YOA JIN No. Digitally figned by Yoo Jin Kim Date: 2014.11.16 20:49:04 -08'00' 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 - MP1,2: Roof DL = 8 psf, Roof LL/SL = 35 psf (Non -PV Areas), Roof LL/SL = 35 psf (PV Areas) - MP3: Roof DL = 8 psf, Roof LL/SL = 35 psf (Non -PV Areas), Roof LL/SL = 35 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 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 requires structural upgrades as detailed in the plan set 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 including the specified upgrades 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. Sincerely, Yoo ]in Kim, P.E. Professional Engineer Main: 888.765.2489, x5743 email: ykim@solarcity.com 3055 Clearview Way San Mateo, CA 94402 T(650)638-1028 (888) SOL -CITY F(650)638-1029 solarcity.com AZ RUC 243771, CA CSLB 888104, CO EC 8041, CT HIC 0832778, DC HIC 71101488, DC HIS 71101488, HI CT•29770, MA HIC 168572, MU MHK. 128948.N I QW06150600. OR CCB 180498, PA 077343, TX TDLR 27006, WA (ECL; SOLARC'91907. O 2013 SoiarOty. Atl dghls ,aso,-d. ,solarCit . SleekMountTM PV System Structural Design Software 11.14.2014 Version #39.5 PR07ECT INFORMATION & TABLE OF CONTENTS I Project Name: _ Washington- Residence AHJ: North Andover Building Code: Job Number: 0181306 MA Res. Code, 8th Edition Customer Name: Washington, Dennis - _ _ Based On: _ IRC 2009 / IBC 2009 ASCE Code: Address: 86 Martin Ave FL 1 ASCE 7-05 ____ City/State: _North Andover,_ —MA — _ _Risk Category: _ _ II Zip Code 01845 8 19 _.... 42.688319 __.. -71.128328 Upgrades Req'd? Upgrades _ Stamp.Reg'd? Yes _ Yes Latitude_/ Longitude: - _ SC Office: _Wilmington _ PV Designer: Yuna_ Saiki Calculations: Elliot Law EOR: Yoo Jin Kim P.E. 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 = 0.33365 < 0.4g and Seismic Design Category (SDC) = C < D 86 Martin Ave FL 1, North Andover, MA 01845 Latitude: 42.688319, Longitude: -71.128328, Exposure Category: C LOAD ITEMIZATION - MP1,2 PV System Load Non -PV Areas PV Module Weight (psf)_ - Hardware AssemblyWei ht s 2.5 psf 0.5 psf PV System Weight s 3.0 psf Roof Dead Load Non -PV Areas Material Load Roof Category Description to MP1,2 Table 4-1 Roofing Type _ _ _ _ Comp Roof _ ( 1 Layers) 2.5 psf Re -Roof to 1 Layer of Comp? I No _ _----_W ___ _ _ Underlayment _ _ _ _ Rl - _ Roofing Paper 0.5 psf Plywood Sheathing _ R2 Yes 1.5 psf Board Sheathing Lr _0.925 = L L, o (Ri) (112) Equation 4-2 Rafter Size and Spacing Lr 2 x 8 @ 16 in. O.C. 2.3 psf Vaulted Ceiling- Table 7-3 _ - -No -� Miscellaneous Miscellaneous Items 1.2 psf Total Roof Dead Load - 8 psf (MP1,2) 8.0 sf Reduced Roof LL Non -PV Areas Value ASCE 7-05 Roof Live Load to 20.0 psf Table 4-1 Member Tributary Area _ _ At _ _ _ < 200 sf Roof Slope I 6/12 _ _----_W ___ _ _ Tributary Area Reduction _ _ - _ Rl - _ _ i. _ _` Section_4.9 Sloped Roof Reduction R2 Snow Exposure Factor - Section 4.9 Reduced Roof Live Load Lr _0.925 = L L, o (Ri) (112) Equation 4-2 Reduced Roof Live Load Lr 18.5 psf (MPI,2) 18.5 psf Reduced Ground Roof Live/Snow Loads Code Ground Snow Load _ p9� _ 4 _ 50.0 psf �v ASCE Table 7-_i Snow Load Reductions Allowed? PS p" _ _ Yes g x ASCE Eq: 7.4-1 70% Effective Roof Slope 250 _ I H_o_riz._Distance from Eve to Ridge _ _----_W ___ _ _ _ -� 9.8.ft 35.0 Psf Snow Importance Factor IS 1.0 Table 1.5-2 Snow Exposure Factor Partially Exposed - Table 7-2 1.0 Snow Thermal Factor Ct All structures except as indicated otherwise Table 7-3 - -- --- i ----- - ' -- Minimum Flat Roof Snow Load-(iw/ " "� --_ _-fi _--_..____-.._ - Rain -on -Snow Surcharge) Pf-min 35.0 psf 7.3.4 & 7.10 Flat Roof Snow Load Pf pf = 0.7 (Ce) (Ct) (I) pg; pf >_ pf-min Eq: 7.3-1 35.0 psf 70% ASCE Design Sloped Roof Snow Load Over Surrounding Roof Surface Condition of Surrounding CS -roof All Other Surfaces Figure 7-2 Roof PS p" 0 1.rro ASCE Eq: 7.4-1 70% Design Roof Snow Load Over Ps -roof = (Cs -of) Pf ASCE Eq: 7.4-1 ,SurroundingRoof Ps -roof 70% 35.0 Psf ASCE Design Sloped Roof Snow Load Over PV Modules Surface Condition of PV Modules CS _PV Unobstructed Slii0ppery Surfaces 1. Figure 7-2 Design Snow Load Over PV Modules PS p" PS -PV = (CS-pv) Pf ASCE Eq: 7.4-1 70% 35.0 Psf COMPANY PROJECT WoodWorks® Nov. 14, 2014 17:151 MP1,2.wwb Design Check Calculation Sheet WoodWorks Sizer 10.1 Loads: Load Type Distribution Pat- Location [ft] Magnitude Unit. 553 504 tern Start End Start End DL Dead Full Area No 8.00 (16.0)* psf PV LOAD Dead Full Area No Capacity 3.00 (16.0)* psf SNOW LOAD Snow Full Area No 5737 35.00 (16.0)* psf *Tributary Width (in) Maximum Reactions (lbs), Bearing Capacities (lbs) and Bearing Lengths (in) : 19'-0.6" 0' 1' 16'-6" Unfactored: Dead Snow 144 410 131 373 Factored: Total 553 504 Bearing: F'theta 493 493 Capacity Joist 5737 5182 Supports 5020 - Anal/Des Joist 0.10 0.10 Support 0.11 - Load comb #2 #2 Length 3.50 3.50 Min req'd 0.50* 0.50* Cb 1.11 1.00 Cb min 1.75 1.00 Cb support 1.13 - Fcp su 425 - "Minimum bearing length setting used: 1/2" for end supports Bearing for wall supports is perpendicular -to -grain bearing on top plate. No stud design included. MP1,2 Lumber n -ply, S -P -F, No.1/No.2, 2x8, 2 -ply (TW -1/4") Supports: 1 - Lumber Stud Wall, S -P -F Stud; 2 - Hanger; Roof joist spaced at 16.0" c/c; Total length: 19'-0.6"; Pitch: 6/12; Lateral support: top= full, bottom= at supports; Repetitive factor: applied where permitted (refer to online help); WARNING: Member length exceeds typical stock length of 18.0 [ft] ❑ I WoodWorks® Sizer SOFTWARE FOR WOOD DESIGN MP1,2.wwb WoodWorks® Sizer 10.1 Analysis vs. Allowable Stress (psi) and Deflection (in) using NUS 2012: Criterion Analysis Value Design Value Analysis/Design Shear fv = 28 Fv' = 155 fv/Fv' = 0.18 Bending(+) fb = 858 Fb' = 1389 fb/Fb' = 0.62 Bending(-) fb = 14 Fb' = 1385 fb/Fb' = 0.01 Live Defl'n 0.56 = L/369 1.16 = L/180 0.49 Total Defl'n 1 0.76 = L/273. 1 1.73 = L/120 0.44 Additional Data: FACTORS: F/E(psi)CD CM Ct CL CF Cfu Cr Cfrt Ci Cn LC# Fv' 135 1.15 1.00 1.00 - - - - 1.00 1.00 1.00 2 Fb'+ 875 1.15 1.00 1.00 1.000 1.200 1.00 1.15 1.00 1.00 - 2 Fb'- 875 1.15 1.00 1.00 0.998 1.200 1.00 1.15 1.00 1.00 - 2 Fcp' 425 - 1.00 1.00 - - - - 1.00 1.00 - - E' 1.4 million 1.00 1.00 - - - - 1.00 1.00 - 2 Emin' 0.51 million 1.00 1.00 - - - - 1.00 1.00 - 2 CRITICAL LOAD COMBINATIONS: Shear : LC #2 = D+S, V = 435, V design = 404 lbs Bending(+): LC #2 = D+S, M = 1878 lbs -ft. Bending(-): LC #2 = D+S, M = 32 lbs -ft Deflection: LC #2 = D+S (live) LC #2 = D+S (total) D=dead L=construction S=snow W=wind I=impact Lr=roof constr. Lc=concentrated All LC's are listed in the Analysis output Load combinations: ASCE 7-10 / IBC 2012 CALCULATIONS: Deflection: EI = 67e06 lb-in2/ply "Live" deflection = Deflection from all non -dead loads (live, wind, snow...) Total Deflection = 1.00(Dead Load Deflection) + Live Load Deflection. Bearing: Allowable bearing at an angle F'theta calculated for each support as per NDS 3.10.3 Page 2 Design Notes: 1. WoodWorks analysis and design are in accordance with the ICC International Building Code (IBC 2012), the National Design Specification (NDS 2012), and NDS Design Supplement. 2. Please verify that the default deflection limits are appropriate for your application. 3. Continuous or Cantilevered Beams: NDS Clause 4.2.5.5 requires that normal grading provisions be extended to the middle 2/3 of 2 span beams and to the full length of cantilevers and other spans. 4. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. 5. SLOPED BEAMS: level bearing is required for all sloped beams. 6. The critical deflection value has been determined using maximum back -span deflection. Cantilever deflections do not govern design. [CALCULATI-ON_OF DESIGN WIND LOADS-MP1,2----- Mounting Plane Information Roofing Material _ �. KZ - _ - Comp Roof Table 6-3 PV -System Type _ _ _ _ _ _ _SolarCity SleekMountTm_ Section 6.5.7 Spanning VentsNo . NA 100 mph Fig. 6-1 Standoff Attachment Hardware �V _ - Y QomQ Mount Type C Section 6.5.6.3 Roof Slope - - - - 250 -- Fig. 6-11B/C/D-14A/B - - Rafter Spacing _ _,- _ _ 16" O.C. Section 6.2 Framing Type Direction Y -Y Rafters T -allow - -B—CR Purlin Spacing _ -X-X Purlins Only . _ .. _ _ NA Standoff Demand/Capacity Tile Reveal Tile Roofs Only_ NA _ Tile Attachment System Tile Roofs Only NA_ IStanding Seam Spacing SM Seam Only NA Wind Design Criteria Wind Design Code= �. KZ ASCE 7-05 Table 6-3 Wind Design Method _ _ _ _ _ Partially/Fully Enclosed Method Section 6.5.7 Basic Wind Speed . NA 100 mph Fig. 6-1 Exposure Category _ �V _ - - _ . ~ - C Section 6.5.6.3 Roof Style_ _ qh _ Ga_ ble 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 . NA R 0.85 Table 6-4 fml36rtance Factor _Kd I 1.0 Table 6-1 Velocity Pressure qh qh = 0.00256 (Kz) (Kzt) (Kd) (V^2) (I) Equation 6-15 3 psf 20.6 psf . Tactual_-282_lbs Wind Pressure Ext. Pressure Coefficient U GC -0.88 Fig. 6-11B/C/D-14A/B Ext. Pressure Coefficient Down GC W 0.45 Fig. 6-11B/C/D-14A/B Design Wind Pressure I P p = qh (GC) Equation 6-22 Wind Pressure U -18.0 psf Wind Pressure Down 10.0 Psf ALLOWABLE STANDOFF SPACINGS X -Direction Y -Direction Max Allowable Standoff Spacing Landscape 64" - 39" Max AllowableCantilever _ _ _Landscape _ _ -. ° 24" �._ — _ _ _ _ . NA Standoff Confi, uration Landscape Staggered Max Standoff Tributary _Area Trib ' _ �17 sf� PV Assembly Dead Load W -PV 3 psf Net Wind.Uplift at Standoff _ _ _ . Tactual_-282_lbs -._ _ _ -235 lbs Uplift Capacity of Standoff T -allow - -B—CR 500 lbs —56.3%— Standoff Demand Ca aci Standoff Demand/Capacity 47.0% X -Direction Y -Direction Max Allowable Standoff Spacing_ Portrait 32" 64" Max Allowable Cantilever_ _ _ Portrait - _ �_. _ _ 15" —_ _ _ NA— _ - Standoff Configuration' Portrait Staggered Max Standoff TributaryArea _-_ ._.- , -_ Trib_ _ _� _ _ 14 sf PV Assembly Dead- Load W -PV 3 sf _ Net Wind Uplift at Standoff-_ _ , T-actual� -._ _ _ -235 lbs Uplift Capacity of Standoff _ T -allow 500 lbs ®y _ DCR Standoff Demand/Capacity 47.0% LOAD ITEMIZATION _--M P3 PV System Load Non -PV Areas PV Module Weight (psf) Hardware Assembly Weight s 2.5 psf 0.5 psf PV System Weight s 3.0 psf Roof Dead Load Non -PV Areas Material Load Roof Category Description Lo MP3 Table 4-1 Roofing Type - _ _ _ Comp Roof _ ( 1 Layers) 2.5 psf Re -Roof to 1 Layer of Comp? ASCE Eq: 7.4-1 No _ W_ Underlayment_ 70% Roofing Paper _ _ _ _ -0.5 psf _ Plywood Sheathing R2 Yes 1.5 psf Board Sheathing _ _ Lr _ „ No Equation 4-2 Rafter Size and Spacing _ - - 2 x 8 16 in. O.C. YNo 2.3 psf Vaulted Ceiling _ - - Table 7-3 - _@ Miscellaneous Miscellaneous Items 1.2 psf Total Roof Dead Load 8 psf MP3 8.0 psf Reduced Roof LL Non -PV Areas Value ASCE 7-05 Roof Live Load Lo 20.0 psf Table 4-1 Member Tributary Area _ At_ < 200 sf Ps -of Roof Slope6/12 ASCE Eq: 7.4-1 Noriz. Distance from Eve to Ridge _. _ _ W_ Tributary Area Reduction 70% Snow Importance Factor - ' IS1.0 Sloped Roof Reduction R2 0.925 Section 4.9 Reduced Roof Live Load Lr _ 4 = to (RI) (R2) Equation 4-2 Reduced Roof Live Load Lr 18.5 psf MP3 18.5 psf Reduced Ground/Roof Live Snow Loads Code Ground Snow Load _ P - p9_ _ 50.0 psf .ASCE Table 7-1 Snow Load Reductions Allowed? PS °" y_ u Yes f Effective Roof Slope Ps -of 250 ASCE Eq: 7.4-1 Noriz. Distance from Eve to Ridge _. _ _ W_ - —v ._ _ _ _ - _ 9•8ft._- 70% Snow Importance Factor - ' IS1.0 Table 1.5-2 - Snow Exposure Factor - ._ �Ce __Partially Exposed__ - - '�- _ W -Table 7-2 .1'0 Snow Thermal Factor Ct All structures except as indicated otherwise - Table 7-3 1.0 Minimum Flat Roof Snow Load (w/ Rain -on -Snow Surcharge) _ pf-min _ _ _ . 35.0 psf -- - _ . _... _ . ®_ _ _ . _ _ ._ _ 7.3.4 & 7.10 _ - _ _ Flat Roof Snow Load Pf pf = 0.7 (Ce) (Ct) (I) pg; pf >_ pf-min Eq: 7.3-1 35.0 Psf 70% ASCE Design Sloped Roof Snow Load Over Surroundinq Roof Surface Condition of Surrounding Cs roof All Other Surfaces Figure 7-2 Roof PS °" 1.0 ASCE Eq: 7.4-1 70% Design Roof SnowLoad Over Ps -of Ps -roof = (`s -roof) Pf ASCE Eq: 7.4-1 35.0 Psf Surroundingro Roof 70% ASCE Design Sloped Roof Snow Load Over PV Modules Surface Condition of PV Modules C „ S _ ° Unobstructed Slippery Surfaces 1.0 Figure 7-2 Design Snow Load Over PV Modules PS °" P. -PV = (C. - Py) Pf ASCE Eq: 7.4-1 70% 35.0 psf COMPANY PROJECT Woodworks SOFIB�ARF FOR WOOD OFSIGN Nov. 14, 2014 17:331 MP3.wwb Design Check Calculation Sheet WoodWorks Sizer 10.1 Loads: Load Type Distribution Pat- Location [ft] Magnitude Unit 313 260 tern Start End Start End DL Dead Full Area No 8.00 (16.0)* psf PV LOAD Dead Full Area No Capacity 3.00 (16.0)* psf SNOW LOAD Snow Full Area No 2868 35.00 (16.0)* psf *Tributary width (in) Maximum Reactions (lbs), Bearing Capacities (lbs) and Bearing Lengths (in) : 10'-5.8„ 0' 1' 8'-10" Unfactored: Dead Snow 81 232 67 193 Factored: Total 313 260 Bearing: F'theta 493 493 Capacity Joist 2868 2591 Supports 2789 - Anal/Des Joist 0.11 0.10 Support 0.11 - Load comb #2 #2 Length 3.50 3.50 Min req'd 0.50* 0.50* Cb 1.11 1.00 Cb min 1.75 1.00 Cb support 1.25 - Fcp sup 425 - "Minimum bearing length setting used: 1/2" for end supports Bearing for wall supports is perpendicular -to -grain bearing on top plate. No stud design included. MP3 Lumber n -ply, S -P -F, No.1/No.2, 2x8, 1 -ply (1-1/2"x7-1/4") Supports: 1 - Lumber Stud Wall, S -P -F Stud; 2 - Hanger; Roof joist spaced at 16.0" c/c; Total length: 10'-5.8"; Pitch: 6/12; Lateral support: top= full, bottom= at supports; Repetitive factor: applied where permitted (refer to online help); C MP3.wwb WoodWorks® Sizer SOFTWARE FOR WOOD DESIGN WoodWorks® Sizer 10.1 Analysis vs. Allowable Stress (psi) and Deflection (in) using NDS 2012: Criterion Analysis Value Design Value Analysis/Design Shear fv = 26 Fv' = 155 fv/Fv' = 0.17 Bending(+) fb = 427 Fb' = 1389 fb/Fb' = 0.31 Bending(-) fb = 29 Fb' = 980 fb/Fb' = 0.03 Live Defl'n 0.07 = <L/999 0.58 = L/180 1.00 0.12 Total Defl'n 0.10 = <L/999 1 0.88 = L/120 2 0.11 Page 2 Additional Data: FACTORS: F/E(psi)CD CM Ct CL CF Cfu Cr Cfrt Ci Cn LC# Fv' 135 1.15 1.00 1.00 - - - - 1.00 1.00 1.00 2 Fb'+ 875 1.15 1.00 1.00 1.000 1.200 1.00 1.15 1.00 1.00 - 2 Fb'- 875 1.15 1.00 1.00 0.706 1.200 1.00 1.15 1.00 1.00 - 2 Fcp' 425 - 1.00 1.00 - - - - 1.00 1.00 - - E' 1.4 million 1.00 1.00 - - - - 1.00 1.00 - 2 Emin' 0.51 million 1.00 1.00 - - - - 1.00 1.00 - 2 CRITICAL LOAD COMBINATIONS: Shear : LC #2 = D+S, V = 225, V design = 187 lbs Bending(+): LC #2 = D+S, M = 468 lbs -ft Bending(-): LC #2 = D+S, M = 32 lbs -ft Deflection: LC #2 = D+S (live) LC #2 = D+S (total) D=dead L=construction S=snow W=wind I=impact Lr=roof constr. Lc=concentrated All LC's are listed in the Analysis output Load combinations: ASCE 7-10 / IBC 2012 CALCULATIONS: Deflection: EI = 67e06 lb-in2 "Live" deflection = Deflection from all non -dead loads (live, wind, snow...) Total Deflection = 1.00(Dead Load Deflection) + Live Load Deflection. Bearing: Allowable bearing at an angle F'theta calculated for each support as per NDS 3.10.3 Design Notes: 1. Wood Works analysis and design are in accordance with the ICC International Building Code (IBC 2012), the National Design Specification (NDS 2012), and NDS Design Supplement. 2. Please verify that the default deflection limits are appropriate for your application. 3. Continuous or Cantilevered Beams: NDS Clause 4.2.5.5 requires that normal grading provisions be extended to the middle 2/3 of 2 span beams and to the full length of cantilevers and other spans. 4. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. 5. SLOPED BEAMS: level bearing is required for all sloped beams. 6. The critical deflection value has been determined using maximum back -span deflection. Cantilever deflections do not govern design. [CALCULATION OF DESIGN WIND CO- ADS�MP3i_ m:: Mounting Plane Information Roofing Material -_ Comp Roof Table 6-3 PV System Type_ ._ _ _ _ _ SolarCitySleekMountrm _ Section 6.5.7 Spanning Vents V No R Fig. 6-1 Standoff Attachment Hardware _._ _ J comp Mount T g C Section 6.5.6.3 Roof Slope M. _. _._ _ . 250 - - - Fig. 6-11B/C/D-14A/B Rafter Spacing _ _ _ _ y 16`' O.C. Section 6.2 Framing Type Direction Y -Y Rafters T -allow Purlin Spacing _ X -X Purl ins _Only _ _ NA.- _ DCR Tile Reveal Tile Roofs Only NA Tile Attachment System '. _ Tile Roofs Only - _ . _ _ NA -_ IStanding Seam Spacing SM Seam Only NA Wind Design Criteria Wind Design CodeASCE -_ 7-05 Table 6-3 Wind Design Method _ _ _- - Partially/Fully Enclosed Method Section 6.5.7 Basic Wind Speed V _ _ 100 mph Fig. 6-1 Exposure Category _ _._ _ J _ _ _ _ _ _C . Section 6.5.6.3 Roof Style qh Gable Roof Fig. 6-11B/C/D-14A/B Mean Roof Hei ht Fh 15 It Section 6.2 Wind Pressure Calculation Coefficients Wind Pressure Exposure K 0.85 Table 6-3 Topographic Factor _ _ _ _ _ Krt .. ._ - L-00-- _ Section 6.5.7 Wind Directionality Factor _ - Kd 0.85 _ Table 6-4 Importance Factor I 1.0 Table 6-1 Velocity Pressure qh qh = 0.00256 (Kz) (Kzt) (Kd) (V^2) (I) Equation 6-15 3 psf 18.5 Psf w T -actual Wind Pressure Ext. Pressure Coefficient U GC -0.88 Fig. 6-11B/C/D-14A/B Ext. Pressure Coefficient Down GC 0.45 Fig. 6-11B/C/D-14A/B Design Wind Pressure P p = qh (GC) Equation 6-22 Wind Pressure U -16.2 psf Wind Pressure Down 10.0 Psf ALLOWABLE STANDOFF SPACINGS X -Direction Y -Direction Max Allowable Standoff Spacing_ Landscape _ _ _ _ 64" g _ _ 39" Max Allowable Cantil -ever :,Landscape— q _ -__ 24" _ _ _ _ - —NA Standoff Configuration Landscape Staggered Max Standoff Tributary Area . - Tri -b- _ _.._m __ �._ _ _ 17 sf PV Assembly_Dead Load W -V 3 psf Net Wind Uplift at Standoff_ _. w T -actual - Uplift Capacity of Standoff T -allow 500 lbs DCR Standoff Demand/Capacity DCR 50.0% X -Direction Y -Direction Max Allowable Standoff Spacing Max Allowable Cantilever . P Portrait Portrait . _ 32" _ _ _ 15" w _ _ 64" _ NA Standoff Configuration Portrait Staggered Tributary- Max Standoff TributaryArea _ _ _ —__Trib- _ _ _ _e _ _ 14.sf -_ PV Assembly_Dead Loa W-PV 3 psf Net Wind _Upliftat-S_tandoff Tactual. _ µ _ Uplift Capacity of Standoff T-allow500 lbs Standoff Demand Ca acici -f'^ 41.7%- 7 DCR oA,Sola�rC t� . Q 3055 Clearview Way, San Mateo, CA 94402 (888) -SOL -CITY (765-2489) i www.solarcity.com November 14, 2014 YO0 AN No. Project/Job # 0181308 969 F-49/1 RE: CERTIFICATION LETTER Wsiy Project: Starks Residence DigitaJin 88 Martin Ave FL 2 North Andover, MA 01845 Kim Date: 2014.11.16 20:52:07 To Whom It May Concern, 08'00 Version #39.5 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 - MP1,2: Roof DL = 8 psf, Roof LL/SL = 35 psf (Non -PV Areas), Roof LL/SL = 35 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 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 requires structural upgrades as detailed in the plan set 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 including the specified upgrades 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. Sincerely, Yoo ]in Kim, P.E. Professional Engineer Main: 888.765.2489, x5743 email: ykim@solarcity.com 3055 Clearview Way San Mateo, CA 94402 T(650)638-1028 (888) SOL -CITY F(650)638-1029 solarcity.com A2 R0C 243771, CA CSLB 888104, CC F.0 8041. C T HIC 0632778, DC HC 71101486, 00 HIS 71101488, HI CT -29770, MA HIC 188572. MD MMIC 128948, NJ WH06160800. OR con 1804118• PA 077343. TX TDLR 27006, WA OCL: SOLARCA 1907. 0 2013 SolerCity. AN dgMs reserved. 11.14.2014 N. TM Version #39.5 _ SleekMount PV System aelsolarCity. Structural Design Software St uct g PROJECT INFORMATION & TABLE OF CONTENTS _Project_Name:-Starks Residence _ AHJ: _ ._. North Andover i Building Code: Number: 0181308 MA Res. Code, 8th Edition ---Job _Customer Name: _ Stark-s,'Penny e Based On; w IRC 2009 / IBC 2009 ASCE Code: Address: 88 Martin Ave FL 2 North Andover, MA_ ASCE 7-05 - _ II City/State:_ —Risk Category_:_ Zip Code 01.845 Upgrades Req'd? Yes W_Latitude J Longitude: _ 42.688319 _ �-71.128328 _ Stamp Redd? Yes SC Office: Wilmington PV Designer: Yuna Saiki Calculations: _ Elliot Law EOR: _ Yoo Jin Kim P.E. 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 = 0.33365 < 0.4g and Seismic Design Category (SDC) = C < D 88 Martin Ave FL 2, North Andover, MA 01845 Latitude: 42.688319, Longitude: -71.128328, Exposure Category: C jLO�AD ITEMIZATION - MP1,2 PV System Load Non -PV Areas PV Module Weight (psf)-� Hardware Assembl Wei_ ht s 2.5 psf 0.5 sf PV System Weight s 3.0 psf Roof Dead Load Non -PV Areas Material Load Roof Category Description __ MP1,2m Table 4-1 Roofing Type - _ _ . _ .. _ _. _ _ _. _ _ . _ _ Comp Roof ' __(I Layers) 2.5 psf - Re -Roof to 1 Layer of Comp? _ No Ps -roof Underlayment - _._ - . _ . Roofing Paper - 0.5 psf Plywood Sheathing _ Rz _ Yes - 1.5 psf Board Sheathing _ _ _ _ _ None _Section _ Equation 4-2 Rafter Size and Spacing 2 x 8 16 in. O.C. 2.3 psf Vaulted Ceiling Table 7-3 No Miscellaneous _, __. -- - Miscellaneous Items 1.2 psf Total Roof Dead Load 8 psf (MP1,2) 8.0 psf Reduced Roof LL Non -PV Areas Value ASCE 7-05 Roof Live Load _ _ _ _ _ __ _ -_ 20.0 psf Table 4-1 Member Tributary Area _ T -- - Y _ __w- . _ Ac _ ` _ _ _ < 200 sf Roof Slope_ _ _ _ 6/12 Ps -roof Tributary Area Reducti_on _ _ _ Ri_.. _ _ _ - . _ 1 Section 4.9 Sloped Roof Reduction - _ Rz _ 0.925 4.9 Load Reduced Roof Live Loa - Lr _ - Lr = Lo (RI) (R2) _Section _ Equation 4-2 Reduced Roof Live Load Lr 18.5 psf (MPI,2) 18.5 Psf Reduced Ground Roof Live Snow Loads Code Ground Snow Load py 50.0 psf ASCE Table 7-1 Snow Load Reductions Allowed? PS -PV Yes j Effective Roof Slope 250 _ SurroundingRoof Ps -roof �9.8-,ft 35.0 Psf Snow Importance Factor ` — IS 1.0 Table_ 1.5-2 Snow Exposure Factor �Ce m _ _ _ Partially Exposed _ T _ - Table 7-2- _ --_ - --- - - 1.0 -- Ct Snow Thermal Factor All structures except as indicated otherwise Table 7-3 1.0 Mint Ro imum Flaof Snow Load (w% _ " �T Rain -on -Snow Surcharge) Pf-min 35.0 psf 7.3.4 & 7.10 Flat Roof Snow Load Pf pf = 0.7 (Ce) (Ct) (I) pg; pf >_ pf-min Eq: 7.3-1 35.0 psf 70% ASCE Design Slo ed Roof Snow Load Over Surrounding Roof Surface Condition of Surrounding CS -roof All Other Surfaces Figure 7-2 Roof PS -PV 1.0 ASCE Eq: 7.4-1 70% Design Roof Snow Load Over ro Ps -of = (CS_,,of) Pf ASCE Eq: 7.4-1 SurroundingRoof Ps -roof 70% 35.0 Psf ASCE Design Sloped Roof Snow Load Over PV Modules Surface Condition of PV Modules CS -PV Unobstructed Slippery Surfaces Figure 7-2 Design Snow Load Over PV Modules PS -PV PS - PV = (CS_ „) Pf ASCE Eq: 7.4-1 70% 35.0 psf COMPANY PROJECT 0 WoodWorkso SOMARFFOR WOOD 0MGN Nov. 14, 2014 17:151 MP1,2.wwb Design Check Calculation Sheet WoodWorks Sizer 10.1 Loads: Load Type Distribution Pat- Location [ft] Magnitude Unit 553 504 tern Start End Start End DL Dead Full Area No 8.00 (16.0)* psf PV LOAD Dead Full Area No Capacity 3.00 (16.0)* psf SNOW LOAD Snow Full Area No 5737 35.00 (16.0)* psf *Tributary Width (in) Maximum Reactions (lbs), Bearing Capacities (lbs) and Bearing Lengths (in) : 19'-0.6" 0' 1' 91-W-1 A, Unfactored: Dead Snow 144 410 131 373 Factored: Total 553 504 Bearing: F'theta 493 493 Capacity Joist 5737 5182 Supports 5020 - Anal/Des Joist 0.10 0.10 Support 0.11 - Load comb #2 #2 Length 3.50 3.50 Min req'd 0.50* 0.50* Cb 1.11 1.00 Cb min 1.75 1.00 Cb support 1.13 - Fcp sup 425 - *Minimum bearing length setting used: 1/2" for end supports Bearing for wall supports is perpendicular -to -grain bearing on top plate. No stud design included. MP1,2 Lumber n -ply, S -P -F, No.1/No.2, 2x8, 2 -ply (3"x7-1/4") Supports: 1 - Lumber Stud Wall, S -P -F Stud; 2 - Hanger; Roof joist spaced at 16.0" c/c; Total length: 19'-0.6"; Pitch: 6/12; Lateral support: top= full, bottom= at supports; Repetitive factor: applied where permitted (refer to online help); WARNING: Member length exceeds typical stock length of 18.0 [ft] MP1,2.wwb WoodWorks® Sizer SOFTWARE FOR WOOD DESIGN WoodWorksO Sizer 10.1 Analysis vs. Allowable Stress (psi) and Deflection (in) using NDS 2012: Criterion Analysis Value Design Value Analysis/Design Shear fv = 28 Fv' = 155 fv/Fv' = 0.18 Bending(+) fb = 858 Fb' = 1389 fb/Fb' = 0.62 Bending(-) fb = 14 Fb' = 1385 fb/Fb' = 0.01 Live Defl'n 0.56 = L/369 1.16 = L/180 1.00 0.49 Total Defl'n 0.76 = L/273 1 1.73 = L/120 2 0.44 Additional Data: FACTORS: F/E(psi)CD CM Ct CL CF Cfu Cr Cfrt Ci Cn LC# Fv' 135 1.15 1..00 1.00 - - - - 1.00 1.00 1.00 2 Fb'+ 875 1.15 1.00 1.00 1.000 1.200 1.00 1.15 1.00 1.00 - 2 Fb'- 875 1.15 1.00 1.00 0.998 1.200 1.00 1.15 1.00 1.00 - 2 Fcp' 425 - 1.00 1.00 - - - - 1.00 1.00 - - E' 1.4 million 1.00 1.00 - - - - 1.00 1.00 - 2 Emin' 0.51 million 1.00 1.00 - - - - 1.00 1.00 - 2 CRITICAL LOAD COMBINATIONS: Shear : LC #2 = D+S, V = 435, V design = 404 lbs Bending(+): LC #2 = D+S, M = 1878 lbs -ft Bending(-): LC #2 = D+S, M = 32 lbs -ft Deflection: LC #2 = D+S (live) LC #2 = D+S (total) D=dead L=construction S=snow W=wind I=impact Lr=roof constr. Lc=concentrated All LC's are listed in the Analysis output Load combinations: ASCE 7-10 / IBC 2012 CALCULATIONS: Deflection: EI = 67e06 lb-int/ply "Live" deflection = Deflection from all non -dead loads (live, wind, snow...) Total Deflection = 1.00(Dead Load Deflection) + Live Load Deflection. Bearing: Allowable bearing at an angle F'theta calculated for each support as per NDS 3.10.3 Page 2 Design Notes: 1. WoodWorks analysis and design are in accordance with the ICC International Building Code (IBC 2012), the National Design Specification (NDS 2012), and NDS Design Supplement. 2. Please verify that the default deflection limits are appropriate for your application. 3. Continuous or Cantilevered Beams: NDS Clause 4.2.5.5 requires that normal grading provisions be extended to the middle 2/3 of 2 span beams and to the full length of cantilevers and other spans. 4. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. 5. SLOPED BEAMS: level bearing is required for all sloped beams. 6. The critical deflection value has been determined using maximum back -span deflection. Cantilever deflections do not govern design. 'CALCULATION OF DESIGN WIND LOADS - MP1,2 Mounting Plane Information Roofing Material_ KZ Comp Roof _ PV System Type _ _ - _ -- - _ _.SolarCity SleekMountT"' Section 6.5.7 Spanning Vents V No Fig. 6-1 Standoff Attachment Hardware _ Comp Mount Type C Section 6.5.6.3 _ Roof Slope qh 250 Fig. 6-11B/C/D-14A/B Rafter Spacing . _ - _ _.._ _ __. _ _- 16" O.C. _ Section 6.2 Framing Type Direction Y -Y Rafters _ _ T -allow Purlin Spacing _ _ _ _ w X -X Purlins Only_ _ _ _. _ NA DCR Tile Reveal Tile Roofs Only NA Tile Attachment System Tile Roofs Only _ _ _ NA Istanding Seam Spacing SM Seam Onl NA Wind Design Criteria Wind Design Code KZ ASCE 7-05 Table 6-3 Wind Design:Method _ _Kn. wPartially/Full y Enclosed Method _ Section 6.5.7 Basic Wind Speed V 1.0.0 mph Fig. 6-1 Exposure Category _ _ - _ _ _C_ _ _._ Section 6.5.6.3 _ Roof qh Gable Roof Fig. 6-11B/C/D-14A/B -Style— Mean Roof Height h 25 ft Section 6.2 Wind Pressure Calculation Coefficients Wind Pressure Exposure KZ 0.95 Table 6-3 Topographic Factor _ _ _ _Kn. _. _ _ _ ._ _ _ _ 1.00 _ _ Section 6.5.7 Wind Directionality Factor_ - Kd _ _ _ __ 0.85 - T - �- -- v Table 6-4 Im ortae Factor nc I 1.0 Table 6-1 Velocity Pressure qh qh = 0.00256 (Kz) (Kzt) (Kd) (V^2) (I) Equation 6-15 3 psf 20.6 psf Y- T -actual Wind Pressure Ext. Pressure Coefficient U GC -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 U -18.0 psf Wind Pressure Down I Pfdnwnl 10.0 Psf ALLOWABLE STANDOFF SPACINGS X -Direction Y -Direction Max Allowable Standoff Spacing _ Landscape 64" 39" Landscape. Max Allowable Cantilever _ .. - - _ _ _ _ �24" _ . _ _ _ _ NA _ Standoff Configuration Landscape Staggered Max Standoff -Tributary, Area_ _ _ Trib�^ _ _ d _ _ 17 sf PV Assembly Dead Load W -PV 3 psf _ _ ___... Net Wind.Uplift at Standoff..- Y- T -actual y _ _ -235 lbs Uplift Capacity of Standoff -..T _ _ T -allow 500 lbs Standoff Demand/Capacity DCR 56.3% X -Direction Y -Direction Max Allowable Standoff Spacing__. Portrait 32" _ -__ _ ._- 64" Max Allowable Cantilever_ _ ' _ r-_ _ _ _ w _ 15"� _- _ _ _ Portrait _ Standoff Configuration Portrait Staggered Max -Standoff Tributary- Area ^ _ _. _ �� 14 sf- _ _Tr_ib W -PV PV Assembly Dead Load 3 psf Net Wind Uplift at Standoff_ - ._ ___ _� T -actual y _ _ -235 lbs Uplift Capacity of Standoff T -allow 500 lbs Standoff Demand Ca aciaci - DCR _ _ �T 47.0% DocuSign Envelope ID: 9D1 E8F8F-E760-47E3-97BO-ADFE765BOC1 A solarCit . o „ Power Purchase Agreement 11/5/2014 Here are the key terms of your SolarCity Power Purchase Agreement Date: i O System installation cost , 12.00¢ Electricity rate per kWh Our Promises to You t ,j 20years Agreement term • 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 agreement. • We warranty your roof against leaks and restore your roof at the end of the agreement, as specified in the agreement. • The rate you pay for electricity, exclusive of taxes, will never increase by more than 2.90% per year. • The pricing in this PPA is valid for 30 days after 11/4/2014. • We are confident that we deliver excellent value and customer service. As a result, you are free to cancel anytime at no charge prior to construction on your home. Estimated First Year Production u_ 8,234 kWh Customer's Name & Service Address Exactly as it appears on the utility bill Customer Name and Address Customer Name Installation Location Dennis Washington Wanda Washington 86 Martin Ave FL 1 86 Martin Ave FU North Andover, MA 01845 North Andover, MA 01845 Options for System purchase and transfer: • If you move, you may transfer this agreement to the purchaser of your Home, as specified in the agreement. • At certain times, as specified in the agreement, you may purchase the System. • These options apply during the 20 year term of our agreement and not beyond that term. Options at the end of the 20 year term: • SolarCity will remove the System at no cost to you. • You can upgrade to a new System with the latest solar technology under a new contract. • You may purchase the System from SolarCity for its fair market value as specified in the agreement. • You may renew this agreement for up to ten (10) years in two (2) five (5) year increments. U 3055 CLEARVIEW WAY, SAN MATEO, CA 94402 888.SOL.CITY i 888.765.2489 i SOLARCITY.COM MA HIC 168572/EL-1136MR Document Generated on 11/4/2014 0 �■ 373103 0 DocuSign Envelope ID: SIM E8F8F-E760-47E3-97BO-ADFE765BOC1 A 22. NOTICE OF RIGHT TO CANCEL. YOU MAY CANCEL THIS CONTRACT AT ANY TIME PRIOR TO MIDNIGHT OF THE THIRD BUSINESS DAY AFTER THE DATE YOU SIGN THIS CONTRACT. SEE EXHIBIT 1, THE ATTACHED NOTICE OF CANCELLATION FORM FOR AN EXPLANATION OF THIS RIGHT. 23. ADDITIONAL RIGHTS TO CANCEL. IN ADDITION TO ANY RIGHTS YOU MAY HAVE TO CANCEL THIS PPA UNDER SECTION 22, YOU MAY ALSO CANCEL THIS PPA AT NO COST AT ANY TIME PRIOR TO COMMENCEMENT OF CONSTRUCTION ON YOUR HOME. 24. Pricing The pricing in this PPA is valid for 30 days after 111412014. If you don't sign this PPA and return it to us on or prior to 30 days after 1114/2014, SolarCity reserves the right to reject this PPA unless you agree to our then current pricing. I have read this Power Purchase Agreement and the Exhibits in their entirety and I acknowledge that I have received a complete copy of this Power Purchase Agreement. Customer's Name: Dennis Washington q�DocuSigned by. Signature: LU655502 10546'... Date: 11/ 5/2014 Customer's Name: Wanda Washington DocuSigned by. Signature: ujGtSut bin. 845WBCCADAM C— Date: 111,15120= =;;;SolarCity. e. Power Purchase Agreement SOLAROtTY APPROVED Signature: L.YNDON RIVE, CEO (PPA) Power Purchase Agreement .!!% :W&Wl Date: 11/4/2014 Solar Power Purchase Agreement version 8.1.1 373103 r' The Commonwealth of Massachusetts Department of Industrial Accidents ' Office of Investigations 1 Congress Street, Suite 100 Boston, MA 02114-2017 j www.mass gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Anglieant Information Please Print Leeibly Name (Business/Organization/Individual): SOLARCITY CORP Address: 3055 CLEARVIEW WAY City/State/Zip: SAN MATEO, CA 94402 Phone ##: 888-765-2489 Are you an employer? Check the appropriate box: Type of project (required): 1. ❑ 1 am a employer with 5000 4. ❑ I am a general contractor and 1 6 ❑ New construction employees (full and/or part-time).* 2. ❑ 1 am a sole proprietor or partner- have hired the sub -contractors listed on the attached sheet. 7. ❑ Remodeling ship and have no employees These sub -contractors have S. ❑ Demolition working for me in any capacity. employees and have workers' comp. insurance.: 9. ❑ Building addition [No workers' comp. insurance 5. ❑ We are a corporation and its f 0.❑ Electrical repairs or additions required.] 3. ❑ 1 am a homeowner doing all work officers have exercised their 1 I.❑ Plumbing repairs or additions myself. [No workers' comp. right of exemption per MGL c. 152, §1(4), and we have no 12.❑ Roof repairs insurance required.] t employees. [No workers' 13A Other SOLAR/ PV coma. insurance required.] *Any applicant that checks box N l must also fill out the section below showing their workers' compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. tContractors 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. I am an employer that is providing workers' compensation insurance for my employees. Below is fire policy and job site Information. Insurance Company Name: LIBERTY MUTUAL INSURANCE COMPANY Policy # or Self -ins. Lie. #: WA7-66D-066265-024 Expiration Date: 09/01/2015 Job Site Address: ��e " �� n00 r+i n Ionic City/State/Zip: A 2 orm 19=�(', Attach a copy of the workers' compensation policy declaration page (showing the policy number and expiration date). Failure to secure coverage as required"under Section 25A of MGL c. 152 can lead to the imposition of criminal 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 certify n►rrler t/re pa�i/nsandpeua/Nes�ofperjury thantahe it{/ornraflon provid fed above Is true and correct. Cionatiirpr �^ /r'r-'mss" 11L�Q�'.�7 �+}f C' ei)i3lC:__ Uhnna U. of ficial use only. Do not write In flits area, to be completed by city or town olllclal. City or Town: Permit/License # Issuing Authority (circle one): 1. Board of Health 2. Building Department 3. City/Town Clerk 4. Electrical Inspector 5. Plumbing Inspector 6. Other Contact Person: Phone M AC40RO CERTIFICATE OF LIABILITY INSURANCE 0029120DDIYYYY) THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(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 endorsemen s . PRODUCER MARSH RISK & INSURANCE SERVICES 345 CALIFORNIA STREET, SUITE 1300 CALIFORNIA LICENSE NO. 0437153 SAN FRANCISCO, CA 94104 CONTACT NAME: Perko Not_ E-MAIL ADDRESS: _ 09/01/2014 INSURERIS►AFFORDING COVERAGE NAIC a 998301-STND-GAWUE-14.15 INSURER A: Liberty Mutual Fire Insurance Company 16586 INSURED _ Ph (650) 963.5100 SoiarCity Corporation INSURER B : Liberty Insurance Corporation 42404 — - INSURER C: NIA NIA INSURER D: 3055 Clearview Way San Mateo, CA 94402 -- INSURER E : INSURER F: $ 2,000,000 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. LTR TYPE OF INSURANCE ADDL WVn UB POLICY NUMBER MMIIDDOY EFF FXP MMIDD LIMITS A GENERALLIABILITY COMMERCIAL GENERAL LIABILITY X CO _ CLAIMS -MADE Ifl OCCUR Charles Marmolejo TB2-661-066265.014 09/01/2014 09/01/2015 .PREMISES EACH OCCURRENCE $ 1,000,000 DAMAGE O RENTED (Eaoxurrence $ 100000 MED EXP (Anyone person) S 10'000 PERSONAL & ADV INJURY $ 1,000,000 GENERAL AGGREGATE $ 2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: T _X1 POLICY X PRO- LOC PRODUCTS - COMPIOP AGG $ 2,000,000 Deductible J $ 25,000 A AUTOMOBILE X X X LIABILITY ANY AUTO ALL OWNEDSCHEDULED AUTOS AUTOS iWNED HIRED AUTOS X Phys. Damage AS2aM66265.044 09/0112014 09101/2015 COMBINED SINGLE LIMIT Ee accident 1,000000 BODILY INJURY (Per person) $ BODILY. INJURY (Per accident) $ PROPERTY DMAGE$pp POPEt) COMPICOLL DED: $ $1,0001$1,000 UMBRELLA LIAB EXCESS LIAS [d OCCUR CLAIMS -MADE EACH OCCURRENCE S AGGREGATE S DEO F RETENTION $ $ B B B WORKERS COMPENSATION AND EMPLOYERS' LIABILITY YIN OFFICER EMBER/ PACLUDEDXECUTIVEFNI (Mandatory InN R EXCLUDED? (Mandatory In NH) K es, describe under DESCRIPTION OF OP RATIONS below NIA WA7-66D-066265.024 WC7-661-M265.034 (WI) 'WC DEDUCTIBLE: $350,000 09/01/2014 09/01/2014 09/0112015 09101/2015 X WC STATU- oTH, IMIT _:£R EL EACHACCIDENT 1,000,000 $ E.L. DISEASE - EA EMPLOYEE $ 1,000,000 E L. DISEASE - POLICY LIMIT -- 1,000,00() $ DESCRIPTION OF OPERATIONS/ LOCATIONS I VEHICLES (ANach ACORD 1101, Additional Remarks Schedule, If more space Is required) Evidence of Insurance. CERTIFICATE HOLDER CANCELLATION SolarCity Corporation SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE 3055 Clearvim Way THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN San Mateo, CA 94402 ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE of Marsh Risk & Insurance Services Charles Marmolejo ©1988-2010 ACORD CORPORATION. All rights reserved. ACORD 25 (2010/05) The ACORD name and logo are registered marks of ACORD I/ JUL. t r r wle (( 01PW ())1W1(1(1 ell 0 (''� Office of Consumer Affairs and Business Regulation -` A, -LL' 0 1 Park Plaza i 5170 a za - Suite Boston Massachusetts 02116 Home Improvement Contractor Registration Registration: 168572 Type: Supplement Card SOLARCITY CORPORATION Expiration: 3/8/2015 CRAIG ELLS 24 ST. MARTIN STREET BLD 2 UNIT 11 - - - - MARLBOROUGH, MA 01752 SCA 1 0 24b1 05111 Update Address and return card. Mark reason for change. Address E] Renewal nEmployment [I Lost Card IN .��;; ffice of Consumer Affairs & Business Regulation 4 ' - ApME IMPROVEMENT CONTRACTOR #�Registration: 168572 Typr. ry v Expiration: 3/8/2015 Supplement and SOLARCITY CORPORATION CRAIG ELLS 24 ST MARTIN STREET BLD 2UNI �-_-- Ii ki-SOROUGH, MA 01752 Undersecretary 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, MA 02116 Not v lid without signature Massachusetts . Department of public Safety Board of Building Regulations and Standards t ,+n+tiu its,n ~oliva ti4rr Llcenae CS -107663 CRAIG ELLS 206 BAKER STREET Keene NH 03431 "PF r,"1Por e)I11ii11c�1anlrr 08129/2017 ` Office of Consumer Affairs nd Business Regulation 10 Park Plaza Suite 5170 Boston, Massachusetts 02116 Home Improvement Contractor Registration SOLAR CITY CORPORATION ASTRID BLANCO 24 ST. MARTIN STREET BLD 2 UNIT 11 MARLBOROUGH, MA 01752 SCA 1 * 'DMtS!l I �-\ E�r`6rninrr:11"W 1111 tr/C 1f(:;u�rr:t•11d =' Preece of Consumer Affairs & Business Regulation ME IMPROVEMENT CONTRACTOR �ORegistration: 168572 Type: Expiration: 3/8/2015 Supplement Card SOLAR CITY CORPORATION ASTRID BLANCO 24 ST MARTIN STREET BLD 2UNI &AALBOROUGH, MA 01752 Undersecretary Registration: 168572 Type: Supplement Card Expiration: 3/8/2015 Update Address and return card. Mark reason for change. Address j—] Renewal ❑ Employment E) Lost Card License or registration valid for individui use only before the expiration elate. 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