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0020 NORTH PRECINCT ROAD
c Yi; G' f: , � ., �, . ,. (\�// S1' .V � '�^!�r '3 :.'1 �. y ,, ,. V _ M _ _ y y � ,, _ y �� f �.�. o � a. .. e .. � � � 1 ¢� _ ' � ,. ,. � o o p ' W e ' �. p 0 v F � n � .. � a � .� e .:. . ,, � ... -- a .. `_.' _ � - a •. e � .. d .. .. .. a • TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map ,� d° Parcel /J/ Application Health Division Date Issued y 1 'y Conservation Division Application Fee J Planning Dept. Permit Fee Date Definitive Plan Approved by Planning Board Historic - OKH Preservation/ Hyannis Project Street Address o�0 A�arE� �rCe;r4dr Village Owner C4 pvsi4vr%aL F. ,7a.,Si'jdw Address�?o �re6iNc► RoA,D, �S,�trd�%/G Telephone mod'-5 -P-W74 Permit Request edsrAt-t. 7wri.S ow Rc0A'of E'xis77M6 slowsE; i'a 2Lr,' �iTi�TCoNNd' .�/ oMGr' �'LdG"Ti�/GdG Sr�/'J -s� AW cl,;rl Square feet: 1 st floor: existing'�A proposed — 2nd floor: existing '— proposed — Total new -- Zoning District Flood Plain MA Groundwater Overlay NA Project Valuation Il Construction Type Lot Size 4/o CN•4N'6Cr Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family Two Family ❑ Multi-Family (# units) Age of Existing Structure 39yrs Historic House: ❑Yes �4No On Old King's Highway: ❑Yes VNo Basement Type: ❑ Full ❑ Crawl ❑Walkout ❑Other t!A Basement Finished Area(sq.ft.)NA ` Basement Unfinished Area (sq.ft)Ado Number of Baths: Full: existing A0 new Half: existing NA new Number of Bedrooms: NA existing —new Total Room Count (not including baths): existing WW new "-' First Floor Room Counter Heat Type and Fuel: ❑ Gas ❑ Oil ❑ Electric ❑ Other NA Central Air: ❑Yes ❑ No Fireplaces: Existing NA New Existing woods foal stove;❑Yes,❑ No Detached garage: ❑ existing ❑ new size—Pool: ❑ existing ❑ new size A1*4 Barn: ❑existing ❑-p w 'fze_ Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size Nh Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes )k(No If yes, site plan review# Current Use Proposed Use APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name So 1.4w �ity G"cra "C 4!S:OW � /.4A/Telephone Number No•7p&x 6A'J7' Address/_� rr.�rb�e �"• i�� y License # gf. - Home Improvement Contractor#Ema I ���✓'r?� ° I�u/�/L,q V<�v %21v eev" Worker's Compensation # 41,4796D04Z MW ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO clar D or ru G SIGNATURE DATE ���7 .a � S• FOR.OFFICIAL USE ONLY APPLICATION# DATE ISSUED MAP/PARCEL N0. ADDRESS r VILLAGEz• : . _ OWNER-' X tee} DATE OF INSPECTION: v,FOUNDATION._ M t FRAME a. K INSULATION Y " FIREPLACE _. 4 ELECTRICAL: ROUGH . FINAL =` PLUMBING: ROUGH FINAL GAS: ROUGH -`' FINAL , t FINAL BUILDING ')y a DATE CLOSED OUT ASSOCIATION PLAN NO. version#33.7 o' SolarCit , -%H of 3055 Clearview Way,San Mateo, CA 94402 (888)-SOL-CITY (765-2489) 1 www.solarcity.com Y00 A !l K � April 4,2014 VI fA No.4 Project/Job#026254 RE: CERTIFICATION LETTER A Project: Dasilva Residence . 20 N Precinct Rd Digitally Si oo Jin Kim Barnstable, MA 02632 Date:201 .04.0412:23:03 To Whom It May Concern, 07100' 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 = 110 mph,Exposure Category C -Ground Snow Load = 30 psf -MP1: Roof DL= 8 psf,Roof LL/SL= 21 psf(Non-PV Areas), Roof LL/SL= 13 psf(PV Areas) -MP2: Roof DL= 7.5 psf,Roof LL/SL= 21 psf(Non-PV Areas),Roof LL/SL= 13 psf(PV Areas) Note: Per IBC 1613.1; Seismic check is not required because Ss = 0.19069 < 0.4g and Seismic Design Category(SDC) = B < D On the above referenced project,the structural roof framing has been reviewed for loading from the PV assembly on the roof.The structural review only applies to the section(s)of the roof that directly supports the PV system and.its supporting elements.After this review it was determined that the existing structure is adequate to carry the PV system loading. I certify that the structural roof framing and the new attachments that directly support the gravity loading from PV modules have been reviewed and determined to meet or exceed requirements of the MA Res.Code,8th Edition. Please contact me with any questions or concerns regarding.this project. Sincerely, Yoo Jin Kim,P.E. Civil Engineer Main: 888.765.2489,x5743 email: ykim@solarcity.com $055 Clearview Way San Mateo,CA 94402 T(650)638-1028 (888)SOL-CITY F(650)63871029 solarcity.com, AZ ROC 243771.CA CSL8 888104.00"EO 8641,CT H1C 0632778,DC:HIC 71101486,DC HIS 71101488,Hi GT.29770,MA H10 168'72,MD MHIC'1.28948,NJ M140810600, ORCC8,18i7 %PA071343,7XTOLR27006,W)t 00(-SOLARC'91207.02013SolarCily..Ailtigti{s�eserv¢d. 04.04.2014 SleekMountTM PV System Version#33.7 poSolarCit y Structural Design Software PROJECT INFORMATION &TABLE OF CONTENTS Project Name: _� Dasilva Residence __ _AHJ: Barnstablea Job Number: 026254 Building Code: MA Res. Code, 8th Edition Customer-Name Dasilva,Gistina etri Based On:x. ' IRC,2009a/.IBC.2009_� Address: 20 . N Precinct Rd ASCE Code: ASCE 7-05 City/State. " .T Barn_s_t_a_b_le, MA ,&,» Risk Category: =,�_ r 7 No Zip Code 02632 Upgrades Req d. Latitude/Longitude 41 667408&70 376834 Stamp Req'd. Yes SC Office: South Shore PV Designer: Linda Huie Calculations: John A.Calvert P.E.a' EO : Yoo]in 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= 0.19069 < 0.4g and Seismic Design Category(SDQ = B < D 1 2-MILE VICINITY MAP v k a • o ' A iei y ti `i ® s old- • • • - ® °' ! ° - • •- 20 N Precinct Rd, Barnstable, MA 02632 Latitude:41.667408,Longitude: -70.376834,Exposure Category:C 1 1 LOAD ITEMIZATION - MPi PV System Load PV Module Weight(psf) __ 2.5 psf Hardware Assembly Weight s 0.5 DSf . PV System Weight s 3.0 Psf Roof Dead Load Material Load Roof Category Description MP1 Roofing Type }._Comp Roof k (1Layersers -- -- Re-Roof to 1 Laver of Comp? No lJnderlayment Roofing Paper 0.5,psf _ Plywood Sheathing Yes 1.5 psf Board Sheathing None LL Rafter Size and Spacing 2 x 8 @ 16 in. O.C. 2.3 psf Vaulted Ceiling _ _ No Miscellaneous Miscellaneous Items 1.2 psf Total Roof Dead Load 8 Psf MP1 8.0 Psf Reduced Roof Live Load Non-PV Areas Value ASCE 7-05 Roof Live Load Lo 20.0 psf Table 4-1 Member Tributary Area _ At ,` < 200 sf Roof Slope 7/12 Tributary Area Reduction Rl 1 Section 4.9 - Sloped Roof Reduction RZ 0.85 Section 4.9 Reduced Roof Live Load Lr = R R) °a f uation 4-2 Reduced Roof Live Load Lr 17 psf(MPI) 17.0 Psf Reduced Ground/Roof Live/Snow Loads Code Ground Snow Load py 30.0 psf ASCE Table 7-1 Snow Load Reductions Allowed?_ Yes I Effective Roof Slope 300 Honz.. Distance from Eve to Ridged _ W 14.8 ft _ Snow Importance Factor IS 1.0 Table 1.5-2 Partially Exposed Snow Exposure Factor ; M" � ?* '1.0 x f;; i��Table 7-2�, All structures except as indicated otherwise Snow Thermal Factor Ct 1.0 Table 7-3 Minimum Flat Roof Snow Load(w//— v Pf min 4p ": f `' • .3.4&'7.10 Rain on-Snow Surcharge)= ". ,. YR 21 ps Flat Roof Snow Load Pf pf=0.7(Ce)(Ct)(I) pg; pf>_ pf-min Eq: 7.3-1� 21.0 psf 70% ASCE Design Sloped Roof Snow Load Over Surrounding Roof Surface Condition of Surrounding All Other Surfaces Roof -goof Figure 7-2 1.0 CS7- Design Roof Snow Load Over PS- of= (Cs-roof)Pf ASCE Eq: 7.4-1 ,SurroundingRoof PS-`°°f ro21.0 Psf 70% ASCE Design Sloped Roof Snow Load Over PV Modules Surface Condition of PV Modules CS_PV Unobstructed 0.6 pery Surfaces figure 7-2 Design Snow Load Over PV pS_p"= (CS_ ")Pf ASCE Eq:7.4-1 Modules PS p" 13.0 psf 43% LOAD ITEMIZATION - MP2 PV System Load PV Module Weight(psf) 2.5 psf Hardware Assembly Weight s - 0.5 psf PV System Weight s 3.0 Psf Roof Dead Load Material Load Roof Category Description M P2 Roofing Type-. , : . Comp Roof (1 Layers)_..._ w_2.5 psf Re-Roof to 1 Layer of Comp? No _, - -�_z m Underlayment Roofng Paper _Q5,psf__ - Plywood Sheathing Yes 1.5 psf Board Sheathing ,. 7 None. Rafter Size and Spacing 2 x 6 @ 16 in. O.C. 1.7 psf Vaulted Ceiling4 No ., Miscellaneous Miscellaneous Items 1.3 psf Total Roof Dead Load 7.5 psf MP2 7.5 Psf Reduced Roof Live Load Non-PV Areas Value ASCE 7-05 Roof Live Load Lo 20.0 psf Table 4-1 Member Tributary Area Ac 200 sf Roof Slope 7/12 Tributary Area,Reduction x� R, _ E 1 Section4.9 Sloped Roof Reduction R2 0.85 Section 4.9 Reduced Roof Live Load° u � t Lr f, y - R - R �, �. Equation 4-2 . Reduced Roof Live Load Lr 17 psf MP2 17.0 Psf Reduced Ground/Roof Live/Snow Loads Code Ground Snow Load p9 30.0 psf ASCE Table 7-1 SnowIoa ;Redutions Allowd?_ dc _ Yes I Effective Roof Slope 300 Honz Distance from Eve to;Ridge�,:,_,. ,. W• ,y � ,��, 12 4 ft � ____, �,.1 Snow Importance Factor IS 1.0 Table 1.5-2 a ed Snow,Exposure Factor. Ce �� W � a i t s Table 7,2 rt ly Expo _e Snow Thermal Factor All structures except i 0 s indicated otherwise Table 7-3 Minimum Flat Roof Snow Load(w/, - r Pf-min' v .0 pS 4t �1 ( ; a 3.4&,7.10 Rain;on-Snow.Surcharge) _ _ _ 21 f 7. Y't Flat Roof Snow Load Pf pf= 0.7(Ce)(Ct) (I)pg; pf>- pf-min Eq: 7.3-1 21.0 psf 70% ASCE Desi n Sloped Roof Snow Load Over Surroundinq Roof Surface Condition of Surrounding All Other Surfaces Roof CS-goof Figure 7-2 1.0 Design Roof Snow Load Over PS-roof (q-roof)Pf ASCE Eq: 7.4-1 SurroundingRoof PS-roof 21.0 psf 70% ASCE Design Sloped Roof Snow Load Over PV Modules Surface Condition of PV Modules CS_P Unobstructed Slippery Surfaces 0.6 Figure 7-2 Design Snow Load Over PV PS-PV= (Cs „)Pf ASCE Eq: 7.4-1 Modules PS- 13.0 Psf 43% I (CALCUL;ATION O-f-W GN:WINDL'OADS_ALL MPS` ` Mounting Plane Information Roofing Material Comp Roof PV System T_ e LL' 1' •4 " sola Ci.SleekMountli Yp_ — ---tY - — -- Spanning Vents _No Standoff Attachment Hardware) Comp MountT a C�. _ Roof Slope 30° Rafter Spacing 16°O.C. Framin Type Direction Y-Y Rafters Purlin Spacing X-X Purlms OnIY 3:_ NA" ..�: 'w _.-- Tile Reveal Tile Roofs Only NA Tile Attachment System____ Tile Roofs Only _ _NA StandingSeam Spacing SM Seam Onl NA Wind Design Criteria Wind Design Code ASCE 7-05 Wind Design Method ' ���_- �" Partially F Ily Enclosed Method v Basic Wind Speed V 110 mph Fig.6-1 Exposure category C _ _E' Section 6 5.6.3 Roof Style Gable Roof Fig.6-11B/C/D-14A/B Mean Roof Height "" 'h ;Fl: " 25 ft" ' Section 6.2 Wind Pressure Calculation Coefficients Wind Pressure Exposure KZ 0.95 Table 6-3 Topographic Factor - Kzt 1.00 Section 6.5.7 Wind Directionality Factor Kd 0.85 Table 6-4 -- Importance Factor I 1A'° _ 7 Table`6-1' _. Velocity Pressure qh qh = 0.00256(Kz)(Kzt)(Kd)(V-2)(I) Equation 6-15 24.9psf Wind Pressure Ext. Pressure Coefficient U GC -0.95 Fig.6-11B/C/D-14A/B Ext. Pressure Coefficient Down GCo(Down) lir AvIft 0.88w. Fig.6-116/C/0 14A/B Design Wind Pressure P p =qh(GC ) Equation 6-22 Wind Pressure U -23.7 psf Wind Pressure Down 21.8 psf ALLOWABLE STANDOFF SPACINGS X-Direction Y-Direction Max Allowable Standoff Spacing Landscape 64" 39" Max Allowable Cantilever t d capeM p 24" N Standoff Configuration 'Landscape Staggered Max Standoff Tributary Area_ Tribes 17 sf PV Assembly Dead Load W PV 3 psf Net Wind Uplift at Standoff " - - �, ®T actual i - , -380 Ibs ,. :. Uplift Capacity of Standoff T-allow 500 Ibs Standoff Demand/CaPacity D.CR 76.0% _. X-Direction Y-Direction Max Allowable Standoff Spacing Portrait 48" 65" Max AllowableCantilever _. Portraitti= "' 17° Standoff Configuration Portrait Staggered Max Standoff_Tributary,Area_ 22 sf PV Assembly Dead Load W-PV 3 psf 7-7 Net Wind_,Uplift at Standoff r T actual y -480 Ibs _ s. - _- - - _ . _ Uplift Capacity of Standoff T-allow 500 Ibs Standoff 6emii—ndjCapacity DCR 95.9% T COMPANY PROJECT WoodWorks SORWARE FOR WOOD OFSIGN . Apr.4, 2014 12:56 MP1.wwb Design Check Calculation Sheet WoodWorks Sizer 10.1 Loads: Load Type Distribution Pat- Location (ft] Magnitude Unit tern Start End Start End DL Dead Full Area 9.00 (16.0) * psf SL Snow Full Area 21.00 (16.0) * psf PVDL Dead Full Area 3.00 (16.0) * psf Self-weight Dead Full UDL 2.6 if *Tributary Width (in) Maximum Reactions (lbs), Bearing Capacities (lbs) and Bearing Lengths (in) : 0' 12'-10" Unfactored: Dead 138 138 Snow 180 180 Factored: Total 319 319 Bearing: F'theta 741 741 Capacity Joist 556 556 Supports 586 586 Anal/Des Joist 0.57 0.57 Support 0.54 0.54 Load comb #2 #2 Length 0.50* 0.50* Min req'd 0.50* 0.50* Cb 1.00 1.00 Cb min 1.'00 1.00 Cb support 1.25 1.25 Fcp sup 625 625 *Minimum bearing length setting used: 1/2"for end supports MP1 Lumber-soft, D.Fir-L, No.2, 2x8 (1-1/2"x7-1/4") Supports: All-Timber-soft Beam, D.Fir-L No.2 Roof joist spaced at 16.0"c/c; Total length: 15-3.1"; Pitch: 7/12; Lateral support: top=full, bottom=at supports; Repetitive factor: applied where permitted (refer to online help); WOodWorkS® Slzer SOFTWARE FOR WOOD DESIGN MP1.wwb WoodWorks®Sizer 10.1 Page 2 Analysis vs. Allowable Stress (psi) and Deflection (in) using NDS 2012 : Criterion Analysis Value Design Value Analysis/Design Shear fv = 35 Fv' 207 fv/Fv' = 0.17 Bending(+) fb = 931 Fb' 1428 fb/Fb' = 0.65 . Live Defl'n 0.30 = L/593 0.74 = L/240 0.40 Total Defl'n 0.65 = L/275 0.99 = L/180 0.65 Additional Data: ' FACTORS: F/E(psi)CD CM Ct CL CF Cfu Cr Cfrt Ci Cn LC# Fv' 180 1.15 1.00 1.00 - - - - 1.00 1.00 1.00 2 Fb'+ 900 1.15 1.00 1.00 1.000 1.200 1.00 1.15 1.0.0 1.00 - 2 Fcp' 625 - 1.00 1.00 - - - - 1.00 1.00 - E' 1.6 million 1.00 1.00 1.0,0 . .1.00 2 Emin' 0.58 million 1.00 1.00 - - - 1.00 1.00 - 2 CRITICAL LOAD COMBINATIONS: Shear LC #2 = D+S, V = 274, V design = 251 lbs Bending(+) : LC #2 = D+S, M = 1019 lbs-ft Deflection: LC #2 = D+S (live). LC #2 = D+S (total) D=dead L=live S=snow W=wind I=impact Lr=roof live Lc=concentrated E=earthquake All LC's are listed in the Analysis output Load combinations: ASCE. 7-10 / IBC 2012 CALCULATIONS: Deflection: EI = 76e06 lb-in2 "Live" deflection = Deflection from all non-dead loads (live, wind, snow...) Total Deflection = 1.50(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. 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. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1: 4. SLOPED BEAMS: level bearing is required for all sloped beams. 5. FIRE RATING: Joists, wall studs, and multi-ply members are not rated for fire endurance. COMPANY PROJECT WoodWorks . - SOF7tVAYF iOR WppO OfSIGN - Apr.4, 2014 12:57 MP2.wwb Design Check Calculation Sheet WoodWorks Sizer 10.1 Loads: Load Type Distribution Pat- Location [ft] Magnitude Unit tern Start End Start End DL Dead Full Area 9.00 (16.0) * psf SL Snow Full Area 21.00 (16.0) * psf. PVDL Dead Full Area 3.00 (16.0) * psf Self-weight IDead Full UDL 2.0 plf *Tributary Width (in) Maximum Reactions (lbs), Bearing Capacities (lbs) and Bearing Lengths (in) 12'-9All 0' 10'-9" Unfactored: Dead 112 112 Snow 151 151 Factored: Total 263 263 Bearing: F'theta 745 745 i Capacity Joist 559 559 Supports 586 586 Anal/Des Joist 0.47 0.47 Support 0.45 0.45 Load comb #2 #2 Length 0.50* 0.50* Min req'd 0.50* 0.50* Cb 1.00 1.00 Cb min 1.00 1.00 Cb support 1.25 1.25 Fcp sup 625 625 *Minimum bearing length setting used: 1/2"for end supports MO Lumber-soft, D.Fir-L, No.2, 2x6 (1-1/2"x5-1/2") Supports: All-Timber-soft Beam, D.Fir-L No.2 Roof joist spaced at 16.0"c/c; Total length: 12'-9.1'; Pitch: 7/12; Lateral support: top=full, bottom= at supports; Repetitive factor: applied where permitted (refer to online help); WoodWorks® Sizer SOFTWARE FOR WOOD DESIGN MP2.wwb WoodWorlfs®Sizer 10.1 Page 2 Analysis vs. Allowable Stress(psi) and Deflection (in) using NDS 2012 Criterion Analysis Value Design Value Analysis/Design Shear fv = 38 Fv' = 207 fv/Fv' = 0.18 Bending(+) fb = 1118 Fb' 1547 fb/Fb' = 0.'72 Live Defl'n 0.34 = L/440 0.62 = L/240 0.54 Total Defl'n 0.72 = L/208 0.83 = L/180 0.86 Additional Data: - FACTORS: F/E(psi)CD CM Ct CL CF Cfu Cr Cfrt Ci Cn LC# Fv' 180 1.15 1.00 1.00 - - - 1.00 1.00 1.00 2 Fb'+ 900 1.15, 1.00 1.00 1.000 1.300 1.00 1.15 1.00 1.00 2 Fcp' 625 - 1.00 1.00 - - - - 1.00 1.00 - - E' 1.6 million 1.00 , 1.00 - - 1.00 1:00 - 2 Emin' 0.58 million 1.00 1.00 - - 1.00 1.00 - 2 CRITICAL LOAD COMBINATIONS: Shear LC #2 = D+S, V = 227, V design = 209 lbs Bending(+) : LC #2 = D+S, M = 705 lbs-ft Deflection: LC #2 = D+S (live) LC #2 = D+S (total) D=dead, L=live S=snow W=wind I=impact Lr=roof live Lc=concentrated E=earthquake. All LC's are listed in the Analysis output Load combinations: ASCE 7-10 / IBC 2012 CALCULATIONS: Deflection: EI = 33e06 lb-in2 "Live" deflection = Deflection from all non-dead loads (live, wind, snow...) Total Deflection = 1.50(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. 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. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. 4. SLOPED BEAMS: level bearing is required for all sloped beams.. 5. FIRE RATING: Joists, wall studs, and multi-ply members are not rated for fire endurance. DocuSignn Envelcoe ID:CBB314CE-A805-499A-8930-BC1F48DECF8A '0A.SolarCity. Power Purchase Agreement Here are the key terms of your SolarCity Power Purchase Agreement Date: 3/19/2014 + - o-. O 1 5AT 0.years ' System installation cost 1 ,,r. Bectricity rate per kWh Agreement term + * Our Promises to,You ,. :. n x • We insure,maintain,and repair the System(including the inverter)at no additional cost to you,as specified in the agreement.- • We provide 24f7 web-enabled monitoring at no additional cost to you,as specified in the agreement., r, • We warranty your roof against leaks and restore your roof at the end of the agreement;as specified in the agreement. . t . The rate you pay for electricity,exclusive of-taxes,will remain fixed for the term of the agreement. s s• Amount due at contract signing:, ° $0 ;., + Estimated prepayment due when installation begins: 4;>, 10. �; $0.00: Estimated prepayment due following building inspection. U $OAO i Homeowner's,Name & Service Address Exactly as it appears on the utility bill Homeowner Name and Address Co-Owner Name(If Any) Installation Location Cristina Petri Dasilva 20 N Precinct Rd 20 N Precinct Rd Barnstable, MA 02632 Barnstable, MA 02632 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 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., 305.5 CLEARVIEW WAY, SAN MATEO, CA 94402 888.SOL.CITY ( 888.765.2489 I SOLARCITY.COM MA MA HIC 168572/MA Lic.MR-1136 Document Generated on 3/19/2014 DocuSign Enve%-pe ID:CBB314CE-A805-499A-8930-BC1F48DECF8A IN ADDITION TO ANY RIGHTS YOU MAY HAVE TO CANCEL I have read this Power Purchase Agreement and the Exhibits in their THIS PPA UNDER SECTION 22,UNLESS INSTALLATION OF entirety and I acknowledge that 1 have received a complete copy of this YOUR SYSTEM HAS ALREADY COMMENCED,YOU MAY Power Purchase Agreement. ALSO CANCEL THIS PPA AT NO COST AT ANY TIME PRIOR TO MIDNIGHT OF THE THIRD BUSINESS DAY AFTER YOU SIGN THE FIRST AMENDMENT TO THIS PPA DETAILING Owner's Name:Cristina Petri Dasilva YOUR ESTIMATED PRODUCTION. DOCUSirW by- Signature: r------------- Date: 3/19/2014 Co-Owner's Name(if any): Signature: .Date: .0%,solarCity. ,. Power Purchase Agreement r Signature: - Date: 3/19/2014 Solar Power Purchase Agreement version 7.0 The Commonwealth of Massachusetts .f Department o De art Industrial Accidents P UV Office 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): SolarCity Corporation Address: 3055 Clearview Way City/State/Zip: San Mateo/CA/94402. Phone#: 650-963-5100 Are you an employer?Check the appropriate box: Type of project(required): 1.N I am a employer with 3000 4. 1 am a general contractor and l employees(full and/or part-time).* have hired the sub-contractors 6. ❑New construction 2.❑ I am a sole proprietor or partner- listed on the attached sheet. 7. Q Remodeling ship and have no employees These sub-contractors have g. El Demolition working for me in any capacity. employees and have workers' comp. insurance? 9. ❑Building addition [No workers comp. insurance P• 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 11.0 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' 13.�Other comp. insurance required.] *Any applicant that checks box#I 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 the policy and job site information. Insurance Company Name: Liberty Mutual Insurance Company Policy#or Self-ins. Lic.#: WA766DO662650213 Expiration Date 09/0112014 Job Site Address: All Locations City/State/Zip: Barnstable MA 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. I do hereby cert#y under the pains and penalties of rJ that th information provided above Is true and correct. Signature: Date: 4/14/14 -04�_4� Phone#: 9782152359 Official 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 5.Plumbing Inspector 6.Other Contact Person: Phone#: A`C ® DATE 21/2/Y 3 CERTIFICATE OF LIABILITY INSURANCE Og/21/2a13 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 pollcy(tes)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 suctr en.dorsement(s).' PRODUCER 0726293 1-415-546-9300 CONTACT Brendan Quinlan Arthur J. Gallagher & Co. PN ONE FAX Insurance Brokers of California, Inc., License #0726293 AC,,,,Ea, 1255 Battery Street #450 E-MAIL Sf Brendan quinlan6ajg.com San Ftancisco, CA 94111 F • INSURER S AFFORDING COVERAGE _ NAIL S INSURERA: LIBERTY NOT FIRE INS CO 23035 INSURED INSURERS: LIBERTY INS CORP 42404 SolarCity Corporation INSURER C 3055 Clearview Way INSURERD: San Nateo , CA 94402 INSURERE: INSURER F: COVERAGES CERTIFICATE NUMBER: 35272277 REVISION NUMBER: 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 DL SUBR POLICY NUMBER PMILIDDYAn MMIDDIYYYY LIMITS A GENERAL LIABILITY TB2661066265053 09/01/1 09/01/24 EACH OCCURRENCE $1,000,000 X DAMAGE TO RENTED COMMERCIAL GENERAL LIABILITY REMISES wa occurrence) $ 100,000 CLAIMS-MADE a OCCUR MED EXP(Any one rson) S 10,000 X Deductible: $25,000 1,000,000 PERSONAL d ADV INJURY $ GENERAL AGGREGATE $2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMPIOP AGO S 2,000,000 X POLICY PRO-IET LOC $ * AUTOMOBILE LIABILITY AS2661066285043 COMBINED SINGLE LIMIT (Ea accident) S 1,000,000 X ANY AUTO BODILY INJURY(Per person) $ ALL OWNED SCHEDULED AUTOS AUTOS BOOILY.INJURY(Par accident) $ HIRED AUTOS NON-OWNED PROPERTY DAMAGE $ AUTOS Per accident S UMBRELLA LIAO OCCUR EACH OCCURRENCE S EXCESS LIAR HCLAIMS-MADE AGGREGATE s DED RETENTION$ $ B WORKERS COMP NATIION WC7 6 610 6 62 65 033 (WI Retr ) 09/01/1 09/01/14 X WCCSTATU• OTH- AND B DRY LIMITS rR ANY PROPRIETORIPARTNERIEXECUTIVE YIN WA766DO66265023 (Ded) 09/Ol/1 09/Ol/14 E.L.EACH ACCIDENT $ 1,000,000 OFFICERIMEMBER EXCLUDED? N NIA (Mandatory in NH) E.L.DISEASE-EA EMPLOYE $ 1,000,000 Byes,describe under - - DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT S 1,000,000 DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES(Attach ACORD 101,Additional Remarks Schedule,If more space Is required) Proof Of Insurance. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Evidence of Insurance Only THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE 01988.2010 ACORD CORPORATION. All rights reserved. ACORD 25.(2010105) The ACORD name and logo are registered marks of ACORD satyasan 35272277 � �. z, cend -'' Office of Consumer Affairs Business Regulation 10 Park Plaza - Suite 5170 Boston, Massachusetts 021.16 Home Improvement Contractor Registration ` Registration: 168572 G Type: Supplement Card SOLARCITY CORPORATION Expiration: 3/8/2015 f ` ` _ _ `. JASON QUINLAN 24 ST. MARTIN STREET BLD 2 UNIT-it" MARLBOROUGH, MA 01752 `f' Update Address and return card.Mark reason for change. sCA 1 0 20M--Wi l Address E] Renewal Employment Lost Card Mee of Consumer Affairs&Business Regulation License or registration valid for individul use only ME IMPROVEMENT CONTRACTOR before the expiration date. If found return to: tl Office of Consumer Affairs and Business Regulation egistration: 168572 Type 10 Park Plaza-Suite 5170 Expiration: 3/8/2015 Supplement ::ard Boston,MA 02116 SOLARCITY CORPORATION JASON QUINLAN 24 ST MARTIN STREET BLD 2UNI IWhBOROUGH,MA 01752 Undersecretary Not valid without signature , • Massachusetts -Department of public Safety Board of Building Regulations and Standards t License,CS495884 JASON R QUINLAN `t 190 WALL ST 5 BRIDGEWATER~MA J,,I;,_JJ Expiration GCaniruss�t�lier 12/02/2014 � i ' Office of Consumer Affairs d usmess fie u�ation O g 10 Park Plaza - Suite 5170 Boston, Massachusetts 02116 Home Improvement Contractor Registration Registration: 168572 Type: Supplement Card Expiration: 3/8/2015 SOLARCITY CORPORATION ALEC MEYERS 24 ST. MARTIN STREET BLD 2 UNIT 1114A - MARLBOROUGH, MA 01752 Update Address and return card.Mark reason for change. M SCA 1 Ca 20M-05/11 Address Renewal ❑ Employment ❑ Lost Card - ��e (,:r-1i��ieclut�irl/�rJ�C�l�n.:Ja�•�n.7t//! ffice or consumer Affairs&Business Regulation License or registration valid for individul use only �ME IMPROVEMENT CONTRACTOR before the expiration date. If found return to: Office of Consumer Affairs and Business Regulation egistration: 166572 Type: 10 Park Plaza-Suite 5170 Expiration;°3/8/2015 Supplement Card Boston,MA 02116 SOLARCITY CORPORATION' ALEC MEYERS Vy'LL•''- 24 ST MARTIN STREET BLC 2UNi � -- --- r •" ITIA?ZLBOROUGH,MA 017.52 Undersecretary NotAfidit�out si nature YOU WISH TO OPEN A BUSINESS? For Your Information: Business certificates (cost$30.00 for 4 years). A business certificate ONLY,REGISTERS YOUR NAME in town (which you must do by M.G.L. - it does not give you permission to operate.) Business Certificates are available at the Town Clerk's Office, 1s` FL.,.367 Main Street, Hyannis, MA 02601 (Town Hall) DATEJI : ,;M so W,• Fill in please: APPLICANT'S YOUR NAME: 67FV'tq L Do V A I L U4 BUSINESS YOUR HOME ADDRESS: 2o RE xr 2e_,r- Z t t V-g5 :- fri'f2VlLLr' � � � - ooe-aa .l TELEPHONE # Home Telephone Number an!6 T 20 Is 96 1- NAME,OF NEW BUSINESS u TYPE OF BUSINESS y7e9 �N�� NC9�HOu5f� IS THIS A HOME OCCUPATIO YE No., ADDRESS OF BUSINESS ' . � e.g vufMAP/PARCEL NUMB.ER�IG M!� 71TO When starting a new business there are several things you must do in order to be in compliance with the rules and regulations of the Town of Barnstable. This form is intended to assist you in obtainingPthe information you may need. You MUST GO TO 200 Main St.—(corner of Yarmouth Rd. & Main Street) to make sure you.have the appropriate permits and licenses required to legally operate your business in this town. 1. BUILDING COMMISSIONER'S FICE This individual has een ' !Pned of an ermit requirements that pertain to this type of business. 174 Aut rize Sig ture"* COMMENTS: Is 40 2. BOARD OF HEALTH This individual has been informed of the permit requirements that pertain to this type of business. Authorized Signature" COMMENTS: 3. CONSUMER AFFAIRS((LICENSING AUTHOR") This individual ha n infor ^of e liousin r q ' e ents that pertain to this.type.of business. Authorized Signature" COMMENTS: A oFt ro,,, Town of Barnstable Regulatory Services snarrseABLE Thomas F.Geiler,Director FI :�, SEP 2 4 2001 mass U 9 i639• ,��' �� 4i10rFn n„a't s Building Division , Peter F.DiMatteo,Building Commissioner --- "' 367 Main Street, Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 PERMIT# S6 676 6 FEE: $ 7/a7(0t HED REGISTRATION 120 square feet or less Tre \�dcj, Location of shed(address) Village Property owner's name Telephone number y�p Z 11�ja /Parcel# Size of Shea F•-—. - a Signature Date Hyannis Main Street Waterfront Historic District? *� Old King's Highway Historic District Commission jurisdiction? Q Conservation Commission(signature required) U v PLEASE NOTE: IF YOU ARE WITHIN THE JURISDICTION OF ANY OF THE ABOVE COMMISSIONS,THERE MAY BE A REVIEW PROCESS AND APPLICATION FEE. PLEASE SEE THE APPROPRIATE COMMISSION FOR DETAILS. THIS FORM MUST BE ACCOMPANIED BY A PLOT PLAN Q-forms-she&eg REV:083001 AW ti� C3� BED.eooM �V Gl9Z#94; fib: d p S 73�t o a '. eM � t l 2 l VY it . - ` 4r 'a. .'�;' iI@eEjBY CE'E'T/FY T,�,i14T THE BV/s.a/It/G� ' wi.it 31�o/OdV.L/ OtV T/-//.S .oL�iil/ /5 LOCrciTi-- n ON AND TAIgT iT OF ,� /�v', � X. BrL Lbws E Tbw.v o,� Ts� aF /��71�+YVs�,�e �� _,? fv, ry If t. ,ARNE H , n G'��� �n�/r�e�rir�9► o aAuti #26348 I Eil - A �*- .BEG 1�„'✓��0.� �?y Asses s map and :lot 'num er a ,�A ; SEPTIC SYS o F A M J3T` BE INSTALL r'� Sewage ,Permit,number ........... �....... .......... .. �� leITI 1 ',t '. lid i ........ ....... TOWN' Q FtNET�`o " TOWN ' OFF : BARN S XB'L'E Z '8A111STADLE;' oO'EDV. 'NP9a\e� `� t . 1JILD1:HG INSPECTOR. a APPLICATION,'FOR'�PERMIT T_O .. E � :............ . .............. ..,... TYPE OF COdNSTRUCTION ..ti G �.............. ::...................19... _ TO THE INSPECTOR OF BUILDINGS: The undersig d_Vjhereby applies for a per it according to the following informat'on: Location ....... 1G�L.* /1L ........................................... la ProposedUse ,. eP� ...... ..... ................................................................ .. Zoning District ........p�'..........................................................Fire District .........:... Name of Owner ?. /.q..�........Address ✓... Nameof Builder ....................................................................Address .................................................... ............................... Nameof Architect .................................................................Address ......1.!.....::...........................................................:.:.... O' �h.. Number of Rooms :.': �1 .............:.......................................Foundation .. ...,.`......... .. .............................. .. Exterior :�( � ..:................ .. .................................Roofing.'.... ��d ...................................................... L"Lat, Floors ..........5.'� � .................................:.....................Interior ......1.�.................... Heating �......... q44�..........................Plumbing .................. ......... ..................................... roFireplace ......... r5...............................................................Approximate Cost "'.. 1.... .r... .:....................... Definitive Plan Approved by Planning Board _____:___19 J_. Area .7 0 ... .................... Diagram of Lot and Building with Dimensions 4 Fee 41.0 SUBJECT TO APPROVAL OF BOARD. OF HEALTH r• I hereby agree to conform to all the Rules and Regulations of the T n of Barnstable regarding the above construction. Name ... ...................................... .................... Cape Wide Development Corp. 18000 one story, J N{ �Permrt for ....................................;single family dwelling Locati North Precinct Road1 Or ......... ...................................... :.................Centerville 3�► Cape Wide Development Corp. Owner .............................................. ................. �- =y r Type of Construction frame` - }' `f• �:b ............... .....`............................ r .................. f w '� Plot ................................ ......... Lot tf' October`1Z^ 75 �•�'� ` Permit Granted .............. ........ ................19 , Date of Inspection .C.o..f�. ............."w19CIO < y1 Date Completed-' � .. .19 PERMIT REFUSED ................................... .......... ..... 9 ...................... .................................................. i,*• , • .......................... ............................................. Approved ................................................ 19 . ....................................................... .. ... wR`. . � F ..................... ................................................ ... 'g•.i.. fi ram, �`< -s4�a�#., .r- �: ,� 4. Y,V}y ,saw.: 0 s r � - � a'✓^� „y ** f �".�6�sr'" ar rn 4+ ';.+ is`�'' }r'tit�� �-? y ;8, {){�� l, s Y .� /.�'�O�r .�t?X� ° . { '^SSW y vk t� .s .� r •r}i 3' A�t r t y �� K✓ + i A '1 �- k yy F.>,I��a £ t •.� - ry .�<�.7 1 p,:i "�. �� �.S s, x£�y as {i .l ab.D f.r ,ra t�Y sfffr' Fr . /' ti. t'' .. ;.•.x P 4 Eat, 3 '�a t tT �. �7�F _i5 � r. rn +' 1Pg S'� 4 ' , .v. `)• i u _ 3^l`� "t,tfi' �' i .( -t; _ r'.�s �� �. pA.:i s „. .w ..fi�xx t c •s„ �x '� ! V r f 7 .t � 541 C y, ''k •t` t y �— t y y t l A yet" ?y-id�nC '¢�;,, I>� ! f t � ,� -a .. e n� ,,a• `Y ., r r � k� � ,y ry � ida ' �' ti ,co"AAO.9Tia t/ Pao 00_17e b r T. 4i � CJJ •8�.��00�"✓ ,�LA- S�FP,'ykrq$r i ! u ,cif" . , t �.- ,.I, - b ..3 _ a• y 5�,t t_-'P `++ ,i '�* a ; w £. t +!��i�4'�( s.:% 7 � •� :� t - t,� .� �. t-. 73��` ' -..#` y rc. ;rt'.x�(.s� r �'�� i�.����+��,��+����M.y� y`k ;t I •:� eL�='t b � i'�� rr r tit. sy ,.x c t . ' *� ,. /3�0 0 , a o `• }; a m' Y o, # .,hk �r('art 7 yes i � i;� ."t T Y� 1. I Gs�e ya 'Or a �4�0 ' psi✓A��'�hi�,��-'� } F �� ! ;*�� �, `� �.' .: f Y - W - i 1 '`- } sL.{.;1s f e -x � : ?r,•„h,� tip�Qs�v,�t '" ., 3�..' ,,5 f- y .`*:3 s "bfw'` 4d r�' .t; 7 Y.I Ct. W )• %`,'N� =�� f ^� .4 t� �3' n 1s r s"O a ..� { 3r .' CLc• T��`�/G.aL.E �/'i9 S�. b r t z / �y } d 5 r Ijln -..Blame ��.: ® s ®/mod 0 G'Ti9L. . �✓ a t/ D r+��i /3�0,� z 8/, #; .. ./R/T. i a Si4� %✓EL�E�®y'CB2T/�Y TNgT THE �U/LD/�VGr• _ �" f 2^",, y t '}tom a i /"��,yy✓�,�jilA/A./ OA. TN/� PL/��//��y/ IS LOG T�Z7�.O.V.y�Ti,/E t jy AF741/6/ D �iia 'SAV40AIIA.1 I®^�6@�O/l/•��JA/L/s� I Nam/ /T AR N E OJALAJ ptV w r Xf i t rt .t ti. f i /O /S 1S 6 tip®v7°'E''G.4^-` �/r/fOUTHe MASS. r r ABBREVIATIONS ELECTRICAL NOTES JURISDICTION NOTES A AMPERE 1. WHERE ALL TERMINALS OF THE DISCONNECTING AC ALTERNATING CURRENT MEANS MAY BE ENERGIZED IN THE OPEN POSITION, BLDG BUILDING A SIGN WILL BE PROVIDED WARNING OF THE CONIC CONCRETE HAZARDS PER ART. 690.17. DC DIRECT CURRENT 2. EACH UNGROUNDED CONDUCTOR OF THE EGC EQUIPMENT GROUNDING CONDUCTOR MULTIORE BRANCH CIRCUIT WILL BE IDENTIFIED BY (E) EXISTING PHASE AND SYSTEM PER ART. 210.5. EMT ELECTRICAL METALLIC TUBING 3. A NATIONALLY—RECOGNIZED TESTING GALV GALVANIZED LABORATORY SHALL LIST ALL EQUIPMENT IN GEC GROUNDING ELECTRODE CONDUCTOR COMPLIANCE WITH ART. 110.3. GND GROUND 4. CIRCUITS OVER 250V TO GROUND SHALL HDG HOT DIPPED GALVANIZED COMPLY WITH ART. 250.97, 250.92(B) CURRENT 5. DC CONDUCTORS EITHER DO NOT ENTER Imp CURRENT AT MAX POWER BUILDING OR ARE RUN IN METALLIC RACEWAYS OR Isc SHORT CIRCUIT CURRENT ENCLOSURES TO THE FIRST ACCESSIBLE DC "• kVA KILOVOLT AMPERE DISCONNECTING MEANS PER ART. 690.31(E). kW KILOWATT 6. ALL WIRES SHALL BE PROVIDED WITH STRAIN LBW LOAD BEARING WALL AS REQUIRED BY RELIEF AT ALL ENTRY INTO BOXES Q MIN MINIMUM UL LISTING 4 7. MODULE FRAMES SHALL BE GROUNDED AT THE(N) NEW , NEUT NEUTRAL UL—LISTED LOCATION PROVIDED BY THE NTS NOT TO SCALE MANUFACTURER USING UL LISTED GROUNDING OC ON CENTER HARDWARE. PL PROPERTY LINE 8. MODULE FRAMES, RAIL, AND POSTS SHALL BE POI POINT OF INTERCONNECTION BONDED WITH EQUIPMENT GROUND CONDUCTORS AND PV PHOTOVOLTAIC GROUNDED AT THE MAIN ELECTRIC PANEL. SCH SCHEDULE 9. THE DC GROUNDING ELECTRODE CONDUCTOR SS STAINLESS STEEL SHALL BE SIZED ACCORDING TO ART. 250.166(B) & STC STANDARD TESTING CONDITIONS 690.47. TYP TYPICAL UPS UNINTERRUPTIBLE POWER SUPPLY V VOLT Vmp VOLTAGE AT MAX POWER Voc VOLTAGE AT OPEN CIRCUIT VICINITY MAP INDEX W WATT 3R NEMA 3R, RAINTIGHT PV1 COVER SHEET wm , PV2 SITE PLAN PV3 STRUCTURAL VIEWS PV4 THREE LINE DIAGRAM LICENSE GENERAL NOTES cutsneets Attacned GEN #168 572 1. THIS SYSTEM JS GRID—INTERTIED VIA A X ELEC 1136 MR UL—LISTED POWER—CONDITIONING INVERTER. 2. THIS SYSTEM HAS NO BATTERIES NO UPS. 3. SOLAR MOUNTING FRAMES ARE TO BE GROUNDED. 4. ALL WORK TO BE DONE TO THE 8TH EDITION I MODULE GROUNDING METHOD: ZEP SOLAR OF THE MA STATE BUILDING CODE. 5. ALL ELECTRICAL WORK SHALL COMPLY WITH REV BY DATE COMMENTS A J: Barnstable H THE 2014 NATIONAL ELECTRIC CODE INCLUDING REV A NAME DAT E COMMENTS F MASSACHUSETTS AMENDMENTS. UTILITY: NSTAR Electric (Cambridge Electric Light) CONFIDENTIAL— THE INFORMATION HEREIN [INvERJER B—O 2 6 2 5 4 00 PREMISE OWNER: DESCRIPTION: DESIGN: CONTAINED SHALL NOT BE USED FOR THE DASILVA, CRISTINA PETRI DASILVA RESIDENCE Linda Huie �\`!}SOlaf��� BENEFIT OF ANYONE EXCEPT SOLARGTY INC., MOUNTINGSYSTEM: 7 ��:. NOR SHALL IT BE DlscLosEo IN MOLE OR INunt Type C 20 N PRECINCT RD 6.36 KW PV Array ►r PART TO OTHERS OUTSIDE THE RECIPIENTS BARNSTABLE MA 02632 ORGANIZATION, EXCEPT IN CONNECTION WnH 24 St. Martin Drive, Building 2,Unit 11 THE SALE AND USE OF THE RESPECTIVE IVA OPT265-60-4-160 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN SHEET: REV: DAIS Marlborough,MA 01752 PAGE NAME: T: (650)638-1028 F: (650)638-1029 PERMISSION OF SOLARCITY INC. 5085099976 PV 1 4 3 2014E SE6000A—US-ZB-U COVER SHEET / / (e66)—soL—CITY(7ss-24s9) """.eal°ra'tY•`°"' PITCH: 30 ARRAY PITCH:30, MP1 AZIMUTH: 139 ARRAY AZIMUTH: 139 MATERIAL: Comp Shingle STORY: 2 Stories PITCH: 30 ARRAY PITCH:30 MP2 AZIMUTH: 139 ARRAY AZIMUTH: 139 MATERIAL: Comp Shingle STORY: 2 Stories �ZN OF Nr YOO JIN pp K I ca No.4 7 AL Digitally s oo Jin Kim Date: 20 4.04.0412:23:49 -07'00' Locked Gated LEGEND oc e a (E) UTILITY METER & WARNING LABEL E�:, Inv INVERTER W/ INTEGRATED DC DISCO IL---1 & WARNING LABELS a ^ MP2 © DC DISCONNECT & WARNING LABELS AC AC DISCONNECT & WARNING LABELS A DC JUNCTION/COMBINER BOX & LABELS Front Of House 0° DISTRIBUTION PANEL & LABELS (E) DRIVEWAY LOAD CENTER & WARNING LABELS Lc O DEDICATED PV SYSTEM METER 20 N Precinct Rd O STANDOFF LOCATIONS CONDUIT RUN ON EXTERIOR --- CONDUIT RUN ON INTERIOR GATE/FENCE p HEAT PRODUCING VENTS ARE RED INTERIOR EQUIPMENT IS DASHED L_'J SITE PLAN x Scale: 1/8" = 1' 01' 8' 16' CONFIDENTIAL INFORMATION HEREIN JOB NUMBER: J B-0 2 6 2 5 4 00 PREMISE OWNER: DESCRIPTION: DESIGN: CONTAINEDD AL A SolarCity.SHALL NOT BE USED FOR THE DASILVA, CRISTINA PETRI DASILVA RESIDENCE Linda HuieBENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: NOR SHALL IT BE DISCLOSED IN WHOLE OR IN Comp Mount Type C 20 N PRECINCT RD 6.36 KW PV Array PART TO OTHERS OUTSIDE THE RECIPIENTS MoouLES B A R N S TAB LE M A 026 32 ORGANIZATION, EXCEPT IN CONNECTION WITH 24 St.Martin Drive,Building 2,Unit 11 THE SALE AND USE OF THE RESPECTIVE (24) SUNIVA # OPT265-60-4-1BO PAGE NAME SHEET: REV- DATE Marlborough,MA 01752 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN INVERTER: E (650)638-1028 F. (650)638-1029 PERMISSION OF SOLARCITY INC. SOLAREDGE SE6000A-US-ZB-U 5085099976 SITE PLAN PV 2 4/3/2014 (888)-SOL-CITY(765-2489) www.solarcity.com (E) 1x8 S 1 (E) 1x8 51 4" 12'-10" 1010'-9" (E) LBW (E) LBW SIDE VIEW OF MP1 NTS SIDE VIEW OF MP2 NTs A B MP1 X-SPACING X-CANTILEVER Y-SPACING Y-CANTILEVER NOTES MP2 X-SPACING X-CANTILEVER Y-SPACING Y-CANTILEVER NOTES �1 LANDSCAPE 64" 24" STAGGERED LANDSCAPE 64' 24" STAGGERED PORTRAIT 48" 17° PORTRAIT 48" 17" ROOF AZI 139 PITCH 30 RAFTER: 2x6 @ 16"OC ROOF AZI 139 PITCH 30 STORIES: 2 ARRAY AZI 139 PITCH 30 RAFTER: 2X8 @ 16 OC STORIES: 2 ARRAY AZI 139 PITCH 30 C.J.: 2x6 @16 OC Comp Shingle C.J.: 2x8 @16"OC Comp Shingle PV MODULE 5/16" BOLT WITH LOCK INSTALLATION ORDER & FENDER WASHERS �HOF LOCATE RAFTER, MARK HOLE ZEP LEVELING FOOT (1) LOCATION, AND DRILL PILOT Y00 JIN $ + Vi ZEP ARRAY SKIRT (6) HOLE (4) (2)FSEAL PILOT HOLE WITH No.OLYURETHANE SEALANT. ZEP COMP MOUNT C ZEP FLASHING C (3) (3) INSERT FLASHING. ��yp (E) COMP. SHINGLE (4) PLACE MOUNT. Digitally oo Jin Kim (1) Date:2 14.04.04 12:23:19 (E) ROOF DECKING (2) INSTALL LAG BOLT WITH 07'00' 5/16" DIA LAG BOLT (5) g(5 SEALING WASHER. WITH SEALING WASHER LOWEST MODULE SUBSEQUENT MODULES INSTALL LEVELING FOOT WITH (2-1/2" EMBED, MIN) (6) BOLT & WASHERS. (E) RAFTER 1 STANDOFF i Scale: 1 1/2" _ 1' CONFIDENTIAL— THE INFORMATION HEREIN JOB NUMBER: J B-0 2 6 2 5 4 0 0 PREMISE OWNER: DESCRIPTION: DESIGN: r:d CONTAINEDD AL SHALL NOT BE USED FOR THE DASILVA, CRISTINA PETRI DASILVA RESIDENCE Linda Huie BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: A�, NOR SHALL IT BE DISCLOSED IN WHOLE OR IN Comp Mount Type C 20 N PRECINCT RD 6.36 KW PV Array ���Oh��'� PART TO OTHERS OUTSIDE THE RECIPIENT'S ORGANIZATION, EXCEPT IN CONNECTION WITH MODULES- BARNSTABLE, MA 02632 THE SALE AND USE OF THE RESPECTIVE 24 SUNIVA u OPT265-60-4-1B0 z4 sL Martin Orlre, Building 2,Unit 11 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN ( ) tt SHEET: REV: DATE: Marlborough, MA 01752 INVERTER: PAGE NAME PERMISSION OF SOLARCITY INC. 5OH5O99976 PV 3 4 3 2014 T: (650)638-1028 F: (650)638-1029 SOLAREDGE SE6000A—US—ZB—U STRUCTURAL VIEWS / / (888)-SOL-CITY(765-2489) www.solarcity.com GROUND SPECS MAIN PANEL SPECS GENERAL NOTES INVERTER SPECS MODULE SPECS LICENSE BOND (N) #8 GEC TO TWO (N) GROUND Panel Number:QOC32UF Inv 1: DC Ungrounded INV 1 -(I SOLAREDGE gSE6000A-US-ZB-U LABEL: A -(24)SUNIVA # OPT265-60-4-1BO GEN #168572 RODS AT PANEL WITH IRREVERSIBLE CRIMP Meter Number:43 939 420 Tie-In: Supply Side Connection Inverter; 6060W, 24OV, 97.57.q w/Unifed Disco and ZB, AFCI PV Module; 265W, 237.4PTC, H4, Black on Black, ZEP Enabled ELEC 1136 MR Underground Service Entrance INV 2 Voc: 38.3 Vpmax: 36.7 INV 3 Isc AND Imp ARE SHOWN IN THE DC STRINGS IDENTIFIER �E 100A MAIN SERVICE PANEL SolarCity E� 10OA/2P MAIN CIRCUIT BREAKER (E) WIRING CUTLER-HAMMER SOLARGUARD Inverter 1 Disconnect CUTLER-HAMMER METER a A 1 10OA/2P 6 Disconnect 5 SOLAREDGE Dc+ B 35A SE SOLAREDGE DC_ String(s)Of 12 On MP1,MP FvD 1 ------------ ------ -- EGC--==="-_----------� A L1 T-v r--------- B L2 DC+ j N DG I (E) LOADS GND _ ____ GND _ GND - _ EGCI ___ DC+ DC+ -- --- ------------- GEC N DG _ DC__----Strin9(s)Of 12 On MP1,MP t r---J GND EGC--- --------- ------------ EGC __ J N I (1)Conduit Kit; 3/4'EMT _J c EGGGEC_ z � � I I I I _ GEC TO 120/240V SINGLE PHASE I I I I UTILITY SERVICE I I I I I I I I I I 1 I Voc* = MAX VOC AT MIN TEMP OI (2)Ground Rod; 5/8' x 8', Copper B (I CUTLER-HAMMER DG222NRB /fj A (1)SdarCityy/4 STRING JUNCTION BOX D� -(2)ILSCO##IPC 4/0-/6 Disconnect; 60A, 24OVac, Fusible, NEMA 3R „ 2x2 STRMGS, UNFUSED, GROUNDED InsulaFion Piercing Connector, Main 4/0-4, Tap 6-14 -0)CUTLER- AMMER DG100NB -(1)ZEP /850-1196-002 C' (I)CUTLER-HAMMER DG222UR8 GroundjNeutrdt 60-100A. General Duty(DG) Universal Box Bracket; [PKG B] ( if -(I)CUTLER-HAMMER #DS16FK PV 4 SOLAREDGE4P300-2NA4AZS Disconnect; 60A, 24OVac, Non-Fusible, NEMA 3R (2) 1)CUILER- AMMERg DGIOON6 Class R Fuse Kit PowerBox Optimizer. 300W, H4, DC to DC, ZEP ( K -(2)FERRAZ SHAWMUTT A TR35R PV BACKFEED OCP Ground eutral It; 60-100A, General Duty(DG) Fuse; 35A, 25OV, Class RK5 1)AWG g6, Solid Bare Copper n� SCSUPPLY SIDE CONNECTION. DISCONNECTING MEANS SHALL BE SUITABLE ( AS SERVICE EQUIPMENT AND SHALL 8E RATED PER NEC. D SolarGuard Monitoring System -(1)Ground Rod; 5/8" x 8', Copper (N) ARRAY GROUND PER.690.47(D). NOTE: PER EXCEPTION NO. 2, ADDITIONAL 6 (1)AWG {6, THWN-2, Black � i AWG #B, THWN-2, Black 1)AWG 110, THWN-2, Black Voc* =500 VDC Isc =15 ADC (2)AWG#10, PV WIRE, Black Voc* =500 VDC Isc =15 ADC O (1)AWG 16, THWN-2, Red O Ist-(1)AWG #8, THWN-2, Red O (1)AWG 110, THWN-2, Red Vmp =350 VDC Imp=7.76 ADC O (1)AWG#6, Solid Bare Copper EGC Vmp =350 VDC Imp=7.76 ADC ���.LLL(1)AWG /6, THWN-2, White NEUTRAL Vmp =240VAC IMP=25 AAC (i)AWG #10, THWN-2, White NEUTRAL Vmp =240VAC Imp=25 AAC 0)AWG/10, THWN-2,.Green. . EGC. . . . . . . , . . . . . . . . . . . . .-(1)AWG /6,,Solid Bare.Capper. GEC. . . (1)Conduit_Kit;,3/4�.EMT, , , , , , , , , , , , , , , , ,-(1)AWG �8,,1HPM-2,.Green . . EGC/GEC.-(1)Conduit.Kit;.3/4',EMT, , , , ,_ . . . . (1)AWG #10. THWN-2, Black Voc* =500 VDC Isc =15 ADC (2)AWG#10. PV WIRE, Black Voc* 500 VDC Isc =15 ADC ® (1)AWG 110, THWN-2, Red Vmp =350 VDC Imp=7.76 ADC O (1)AWG#6, Solid Bare Copper EGC Vmp =350 VDC Imp=7.76 ADC . _ _ . . . (1)AN/1.0, THWN-2,,Green, EGC v J B-0 2 6 2 5 4 0 0 PREMISE O'er DESCRIPTION: DESIGN: CONFIDENTIAL- THE INFORMATION HEREIN JOB NUMBER: CONTAINED SHALL NOT BE USED FOR THE DASILVA, CRISTINA PETRI DASILVA RESIDENCE Linda Huie O BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: ��„SIarCit o NOR SHALL IT BE DISCLOSED IN WHOLE OR IN Comp Mount Type C 20 N PRECINCT RD 6.36 KW PV Array PART TO OTHERS OUTSIDE THE RECIPIENT'S MODULES- BARNSTABLE MA 02632 ORGANIZATION, EXCEPT IN CONNECTION WITH , 24 St.Martin Drive,Building 2,Unit 11 THE SALE AND USE OF THE RESPECTIVE (24) SUNIVA # OPT265-60-4-180 PAc NAME SHEET REV: DATE Marlborough,MA 01752 SOLARCTY EQUIPMENT, WITHOUT THE WRITTEN INVERTER T.- (650)638-1028 F. (650)636-1029 PERMISSION OF soLARaTY INC. SOLAREDGE SE6000A-US-ZB-U 5085099976 THREE LINE DIAGRAM PV 4 4/3/2014 (888)-SOL-CITY(765-2489) www.solarcity.com t, SolarCity SleekMountT"" - Comp SolarCity SleekMountT"" - Comp ._.�-+. - ..-.. ..-.. .. ... _ _ .. �._ ,.-__. .� m_.`� -_ - -,. vim-. _..-a _... .._' _ -_..__.._ .-_ .._ _... _. _ ,....._. _-� _.J,..,.._.._�, '-- ..... .... _�_.. _.. _ ....-_ - ••. ... The SolarCity SleekMount hardware solution •Utilizes Zep Solar hardware and UL 1703 listed .� -, Installation Instructions is optimized to achieve superior strength and Zep CompatibleTM modules aesthetics while minimizing roof disruption and �� Q Drill Pilot Hole of Proper Diameter for labor.The elimination of visible rail ends and •Interlock and grounding devices In system UL Fastener Size Per NDS Section 1.1.3.2 listed to UL 2703 mounting clamps, combined with the addition ; of array trim and a lower profile all contribute Interlock and Ground Zep 2 Seal ilof hole with roofin sealant • ETL listed to UL 1703 r 9<. O p g to a more visually appealing system.SleekMount as"Grounding and Bonding System" O a `` ©3 Insert Comp Mount flashing under upper utilizes Zep Compatible TM modules with •Ground Zep UL and ETL listed to UL 467 as layer of shingle 3 strengthened frames that attach directly to grounding device -�� ® Place Comp Mount centered Zep Solar standoffs, effectively eliminating the need for rail and reducing the number of •Painted galvanized waterproof flashing upon flashing standoffs required. In addition, composition .Anodized components for corrosion resistance O5 Install lag pursuant to NDS Section 11.1.3 shingles are not required to be cut for this with sealing washer. system, allowing for minimal roof disturbance. •Applicable for vent spanning functions Secure Leveling Foot to the Comp Mount using machine Screw O7 Place module 0 Components 5/16"Machine Screw Leveling Foot Lag Screw Q Comp Mount O Comp Mount Flashing January 2013 �,/mW Y V� LISTED ��� S®1al''ity® January 2013 SolarCity. OOMPP� OPTIMUS SERIES-OPT 60 CELL MMULES OPTIMUS SERIES: OPT 60 CELL MODULES High-quality and high-efficiency wmw,eG••a de SunivaePV yields sensible solar The B+illiance of Solar Made Sensible' B ►I\IAMM/V►Ar ssk�A�/ � � � � O , u u ,u + w a. w .ss vdr°p•M m . " +w.rw—ww—w•mra—wwv—wwx—,wwnuemc OPTXXX-60-4-1 BO(Zep Compatible frame)F a The Optimus®modules consist of Suniva's, - ELECTRICAL DATA(NOMINAL) latest technology:ARTisui Select.These Superior - Thomfedpowe,movonivabvt2.5wDatdatiotherelectdcal mmetembvt5% monocrystalline cells are designed and manufactured , Power Classification Pmax(W) 255 260 265 in the U.S.A.using our proprietary low-cost processing Module Efficiency % 15.71 16.02 16.33 techniques.Engineered with our pioneering ion implantation technology,high power-density. Model Number OPT ,255-60-4-1 BO-8 260-60-4-1 BO-8 .265.60-4-1 BO-6 z <,... .c:,... Optimus modules provide excellent value, Voltage at Max.Power.Point Vmp(V) 30.20 30.50 30.70 performance and reliability. - Current at Max.Power Point Imp(A) 8.45 8.52 8.64 caninoanona: Open Circuit Voltage Voc IV) 38.1 38.3 38.3 0. FSEC AS503,,,ORtlF}PIOfyERT. Short Circuit Current ISC(A) 18.96 '•_,.. 9 01 e ,,=;Y.Ia 9:12cono - r The electrical data apply to standard test conditions(STC).hindrance of 1000 1 with AM 1.5 spectra at 25 C. Inta+tek DIMENSIONS AND WEIGHT Cells/Module _ 60(600) .: Module Dimensions 1652 x 982 mm(65.04 x 38.66 in.) - Module Thickness(Depth) ,... 40 mm(1.57 in.) - Approximate Weight 18.5+/-0.25 kg.(40.8+/-0.5 Ib.) Engineering Excellence Features Quality&Reliability CHARACTERISTIC DATA Built exclusively with Suniva s Contains the latest ARTisun Select Sunivi•'manufactured warranted highest-efficiency ARTiSLin Select cell technology-over 19% Type of Solar Cell -+ High-efficiency Sunivao ARTisun®Select monocrystalline cells of 156 x 156 mm(6 in.)n consistentcells.providing one of the highest Silver frame and black frame with specifications assuring Frame Black anodized aluminum alloy;Zep Compatible frame Glass Tempered(low-iron);anti-reflective coatingpower Outputs per square rueter at performance and quality worldwide. an . affordable roanufaCtUring cost managementblack back sheet available Rigorous quality Junction Box NEMA IP67 rated;3 internal bypass diodes --of-the art Marine grade alurninuni frame with Performance longevity with Cable&Connectors :`.w 12 AWG(4 ram'}cable with Amphenol H4 connectors;cable length approx.1200 mm'�.�` :, manufacturing facility features advanced polymer backsheet TEMPERATURE COEFFICIENTS the most advanced equipment hard anodized coating and technology Industry leading linear warranty Produced in an •9001 2008 Voltage R,Voc(%/°C) -0.335 SUniva is a U.S.—based company (10 yearvarranty onviorkmanship certified facility Current a,Isc(%/°C) +0.047 spun out frorn the Georgia Tech ard at�najv:25 vea,Ii—,peirf—a— Passed the rnost stringent silt spray Power "�,y;Pi(%/'C) -0.420University _ Centerof Excellence in warranty delivering't%power at STC) tests based on IEC 61701 NOCT Avg (+/-2°C) 46.0 Photovoltarcs(one of only two such Buy America compliant upon request Passed enhanced stress tests'based on LIMITS research center,in the U.S.) Qualifies forMax.System Voltage:. .:ak 1000 VDQ for IE(C,.1000 VDC for UL „;, "•�::, System and design services available Certified • Operating Module Temperature -40°C to+g5°C(-4WE to+185°F) - _ - Ask about Our validated PAN files Storm Resistance/Static Load' Tested to IEC 61215 for loads up to 5400 Pa(113 psf); hail and wind resistant Suntva•roserves the right to change the data at anytime.View instaliall-manual at zepsolafcom.'UV g0 ki TC 400,DH 2O00. 'Tests were conducted on module type OPT 60 silver ham.. [SAMD_0038] GOMpATje OUR PRODUCTS: Hfit• Monocrystalline Modules Monocrystaliine Cells s • OPTIMUS SERIES 60 cell 19%+ePociency O 5765 Peachtree Indust PTIMUS SERIES 72 cell art•n Industrial Blvd., ray`,• Multicrystalline Modules Balance of Systems Solutions[BOSS) Norcross,Georgia 30092 USA Suni va 0 Tel+1 404 4T7 2700 Collins MV SERIES 60 cell Racking,Inverters,Batteries,Energy w / MV SERIES 72 cell Storage Appliances and EV Chargers www.susrva.wm r,e,,, m. ,.... s.w e.s.°,im.• v s ua. OS 14 13 (Rev.2) ( l I. { ' o o solar=oo $olal' SolarEdge Power Optimizer Module Add-On for North America C= P300 / P350 / P400 SolarEdge Power Optimizer - Module Add-On For North America Q P300 P35B PaBb v (Tor 60.cell PV (for 72 cell PV (for 96-cell PV . ,. ... modules) modules) modules), )INPUT„: P300 / P350 / P400 Rated Input DC PowerP1 300 350 400 W MPPTOPMmting Range uaximum Inpxoltage.(Voc at lowest temperature)...._..._..8448..................$60.0....................8$$.O ....... ....Vdc..._ Maximum Short Circuit Curren[(Ist) 10 Adc Maximum DC Input Current 12.5 Adc Maximum Efficiency ......................99:5...... .... ......- ...............................:....... ............................ .... ........................... ✓,. "'*.,,^... ':. ) Weighted ........Efficiency ........................................... .98.8................ ..... Overvoltage Category 11 ,OUTPUT DURING OPERATION(POWER OPTIMIZER CONNECTED TO OPERATING INVERTER) Maximum Output Current ............................15. ...Adc,,._, Maximum Output Voltage 60 Vdc rp� t ;OUTPUT DURING STANDBY(POWER OPTIMIZER DISCONNECTED FROM INVERTER OR INVERTER OFF) - r— Safety Output Voltage per Power Optimizer 1 Vdc - Jse i 'STANDARD COMPLIANCE FCC Part15 Class B,IEC61000-6-2,IEC61000.6-3 - t4Wq" ..................................................: .....................IEC62109-1(loss II safety),UL1741................... ............. Y ........ ..ham RoHS Yes - - - - !.INSTALLATION SPECIFICATIONS - -' _ Maximum Allowed System Voltage ...1. 000 Vdc - ....................... ........................................................................ ........................................... ............. Dimensions(W zLx H) - 141x212x40.5/S.SSx8.34x1.59 mm/in .................... ... ................................................................................ 5/ ....x ............................... ............ Weight(mcludmg cables)...............................................................................950/?..................................... ..@r/...... - InputConnector ............................MC4/Amphenol/Tyco t Output Wue Type/Connector ,Double lnsulated:.Amphenol.. ... Output Wue Length....................:......................... ......095/30........� :. .. ...... 1.2./_39. ....... .. m/ft Operating Temperature Range.................................... ................. ............ .... ... ... ..�C/�F.... - _. Protechon Rating...... ............................................ . ..................... IP65/.NWM ................. .......... ........ - . ativ Rele Humidity..................................................... ................................P..100 .......... ............_. l'l R.-STe powe of the module.Module of uD to.S%power roknncc allowed. - PV SYSTEM DESIGN USING A SOLAREDGE THREE PHASE THREE PHASE. .. - ;INVERTER", _.. :. _ SINGLE PHASE M'r, -• . . . z:>"... .... .» a .:208V 480V'"'., PV power optimization at the module-level - - l- Minimum5tring Length(Power Optimizers) ,8 10 18 - (. ..................................... .................................... ........... ....... .... Up to 25%more energy - _ Maximum String Length(Power Optimizers) 25 .25: 50... ................................................ ................................... ........... ... Maximum Power per String - 5250 6000 12750 W — Superior efficiency(99.5%) ............. .g .................. ....................................... .....-... ... ...... ......... .............. ........... Parallel Strings of Different Lengths or Orientations Yes — Mitigates all types of module mismatch losses,from manufacturing tolerance to partial shading """"""•'.."""'"""""""""""""'"""""""""""""""""""'•"""""".•""""""""""""""""""""""........'-"""""""' - - - Flexible system design for maximum-space utilization - - - .. . — Fast installation with a single bolt. : l:.r• 4 ;4�.,_7 _ :.. ,�1l h. ,a i;f .. .,t. , — Next generation maintenance with module-level monitoring ' " •; 'il`1"' - - - Module-level voltage shutdown for installer and firefighter safety m([3' f(/'��, - - USA - GERMANY - ITALY - FRANCE - JAPAN - CHINA - ISRAEL - AUSTRALIA www.solaredge.us so I a r e 0 0 Single Phase Inverters for North America solar=oo p SE3000A-US/SE380OA-US/SE5000A-US/SE6000A-US/ SE7600A-US/SE10000A-US/SE11400A-US SE3000A-US SE3800A-US SESOOOA-US SE6000A-US SE7600A-US SE10000A-US SE31400A-US h Inverters a OUTPUT SolarEdge Single Phase5200@2DBV 9980@208V r 5520 @24ov 10080 @24ov Nominal AC Powe Output 3300 3840 6000 7680 11520 VA . �.. . ......................................... ................ ............... ........... ............ ....... ...... .............. ......... For North America Max.AC Power Output 3650 4150 5600 @ 208V 6000 8350 10800 @ 208V 12000 VA .. 00 @240V....... 10950 @240V. .... .................rout.................... .....3650..... ................60. ........... ................... . ..-..-....--............. AC Output Voltage Min.Nom.Max.• SE3000A-US/SE380OA-US/SE5000A-US/SE6000A-US/ ': `` 1g3-2DB 229Vac ✓ ✓ SE7600A-US/SE10000A-US/SE11400A-US ..Min.No .Ma.... .......✓....... ............ AC Output Voltage Min.Nom.Max.` ... ✓ ✓ ✓ ✓ ✓ ✓ 211-240-264 Vac '," AC Frequency Min..Nom:Max:!..... ............ ........... 3-60 60.5 ....co, .. tting57.,60..60:5)•.,.......... .....................Hz,.... ,59.23 (with HI country se 25 @ 208V 48 @ 208V Max Continuous Output Current ....14.......I......16.•....I..23@240V......,,,25.......I.,....32 ..-._L..42@240V,,, ,,,,,,,48 A ,. ...... . .. .... Utility Monitoring,Isl and ing F Protection,Country Configurable Yes Thresholds f INPUT 3aWarta� Recommended Max.DC Power" 00 (STC).... .............. ....... ........................... I....... .................................. ........... ......... 4100 4800 6500 75 9600 12400 14400 W 'q„�-.,»;,.,,,,,,„„m Transformer-Iess,Ungrounded ..................Yes...... ..................... ... 500 V.. ..... Nom.DC Input Voltage............... ............ ........... ... 325 @ 208V/,350 @ 240V... .. .... . .............. .Vdc.... ...... .... ..... .'d ........ .. ......... ..17 @ 208V..I :..33 @ 208V... ._ a • Max.Input Current•'• it 13 18 23.5 35 Adc 17 @ 240V 1 30.5 @ 240V . ...... ........... ..............I..........240V..I............................. Max.Input Short Circuit Current ................•..,.•...,....30. ........................45 ........................................... . ................................ ............................... -•Y^--- " I - - Reverse-Polarity Protection Yes .............. ....... ................... ..................................................................................................................................... ((Y Ground-Fault Isolation Detection 600kn Sensitivit q ........................................... ................ ................................................ Y......................,......... ...... ... .... .. ... - 8.3 98.3 98 9S 98 % a Maximum Inverter Efficiency 97.. 98.2 9 i, 97.5 @ 208V 97 @ 208V CEC Weighted Efficiency 97.5 98 g8 @ 240V 97.5 97.5 @ 2 97.. % i 97.5 40V Nighttime Power Consumption <2.5 <4 W t�.1Y- $.. ADDITIONAL FEATURES Supported Communication Interfaces RS485,RS232,Ethernet,ZigBee(optional) ' STANDARD COMPLIANCE,74 _r t .; Safety UL1741,UL1699B(Partnumbersendmgm U) UL3998 CSA22.2...................... ......... f!� Grid Connection Standards IEEE1547 Emissions FCC part15 class B INSTALLATION SPECIFICATIONS 4 (, y, con .................. .............. .... . ........ ........ ........... ........... ......... A output... du t size/AWG rangy _ 3/4"m ../24-6 AWG 3/4 mlmmum/8 3 AWG - - -S;«• F - i �� DC input conduit size/gof strings / .. .... " "`. ` -- ".- - inimu 3/4"minimum/1 2 strings/24 6 AWG 3/4"minimum/1-2 strings/14-6 AWG rang?......... ... i,. _. .._.. (..,(d `. :>• ..Dimensions with AC/DC Safety...... ......30.5 x 12.5 x.7./..... .....30.5 x 12.5 x 7.5/...... ..........................'....................... ...in/.... b.�.. .. 30.Sx12.5x1...... 5x315x260 c �+' . ; .. ., .... .. ....... ................. ................. .. .Wei cht(with AC/DC Safety Switch 7751.2/23,272 7754.7/24.791 .•88.4/40.1. lb/kg Cooling Natural Convection Fans(user replaceable) osystems - Noise <25 <50 dBA o Y Ran. .................................. ................................................................... .................................................... ....... Min.-Max.Operating Temperature 13 to+140/-25 to CAN version****-40 to+60 'F/'C The best choice for SolarEdge enabled s stems ( ) — Integrated arc fault protection(Type 1)for NEC 2011 690.11 compliance(part numbers ending in"-U") Protection Rating NEMA 3R ........................................... ..................................................................................................................................... •For other regional settings please contact SolarEdge support f — Superior efficiency(98%) - "Limited to 125%for locations where the yearly average high temperature is above 770F/259C and to 135%for locations where it is below 779F/251C. _ - For detailed information,refer to htto-//www solaredee us/files/ocifs/'nverter do oveni ng guide odf Small,lightweight and easy to install on provided bracket Ahigher current source maybe used;the inserter will its input current to he vanes stated. '•••CAN P/Ns are eligible for the Ontario FIT and micmFIT(microFIT exc.SE11400A-US-CAN) Built-in module-level monitoring Internet connection through Ethernet or Wireless Outdoor and indoor installation Fixed voltage inverter,DC/AC conversion only -f y- i — Pre-assembled AC/DC Safety Switch for faster installation USA GERMANY ITALY FRANCE JAPAN CHINA ISRAEL AUSTRALIA www.solaredge.us w�+1Qm `.an �•r ,W'+13L � m5 t tUaO inv '. �� fl�a� �`,M�rf pi,tcn