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HomeMy WebLinkAboutBuilding Permit #112-2016 - 369 WAVERLY ROAD 7/27/2015 1 BUILDING PERMIT TOWN OF NORTH ANDOVER APPLICATION FOR PLAN EXAMINATION u Permit NO: Date Received �9SSACHUS���� Date Issued: Z1 IMPORTANT: Applicant must complete all items on this 2age �. 4� LOCATION 369 Waverly Roads 7 Print PROPERTY OWNER Arthur Allen Print � MAP NO:. PARCEL . Z NII G DISTRICT Historic District yesno 0 t - Macfiine Shop Village yes -no., TYPE OF IMPROVEMENT PROPOSED USE Residential Non- Residential ❑ New Building ❑One family ❑Addition I DTwo or more family ❑ Industrial i Alteration No. of units:2 ❑ Commercial ❑ Repair, replacement ❑Assessory Bldg ❑ Others: ❑ Demolition ❑✓Other Solar/PV Septic ❑Well ❑ Floodplain, Ci Wetlands 0 Watershed'District ❑Water/Sewer Install solar electric panels to roof of existing home, to be interconnected with the homes' electrical system 21 panels @ 5.46 kW. Identification Please Type or Print Clearly) OWNER: Name: Arthur Allen Phone: 978-360-4563 Address: 369 Waverly Road CONTRACTOR Name: V `" Phone: 978-215.2383 Sol'arCity torp/Daniel Fohzi Address: 800 Research Dr.WilmingGi Mat�1887 6 Supervisor's Construction License: N Exp. Date: 101 68 9113/16 Home Improvement License,�' il Exp. Date h f 168572 . 1 318117 ARCHITECT/ENGINEER Phone: Address: Reg. No. FEE SCHEDULE:BULDING PERMIT:$12.00 PER$1000.00 OF THE TOTAL ESTIMATED COST BASED ON$125.00 PER S.F. Total Project Cost: $ 14,000 FEE: $ �( b Check No.: -I!g 46(.0 Receipt No.: h 1►0 NOTE: Persons contracti g with unregistered contractors do not have.access tgu anty fund i nature of A ent/Owner _ ._. .... .. .W n ' �g ..__._ .g .. `"" :....=----� Sgnattare of contras .._ �•_ .� J PA, r IZ-`-1 J � I Plans Submitted ❑ Plans Waived ❑ Certified Plot Plan ❑ Stamped Plans ❑ i TYPE OF SEWERAGE DISPOSAL Public Sewer ❑ Tanuing/Massage/Body Art ❑ Swi nming 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 e U FORM PLANNING & DEVELOPMENT Reviewed On Signature_ COMMENTS CONSERVATION Reviewed on Siqnature I COMMENTS HEALTH Reviewed on Signature COMMENTS Zoning Board of Appeals: Variance, Petition No: Zoning Decision/receipt submitted yes e u Planning Board Decision: Comments D Conservation Decision: Comments Wafter& Sewer Connection/Si nature Date Driveway Permit _ DPW Town ]Engineer: Signature: FRS M N T;�emp�D�um' stere L0 384 Osgood Street � Located oo on_ site,; ` nosy �1 I�Lo ted at 1224Mamtreetf e D"e_ part�mentsignatuie/dafe - IR I k Dimension Number of Stories:_ Total square feet of floor area, based on Exterior dimensions._ Total land area, sq. ft.: ++ e ELECTRICAL: Movement of Meter location, mast or service drop requires approval of Electrical Inspector Yes pp No DANGER ZONE LITERATURE: Yes MGL Chapter 166 Section 21A—F and G min.$1o0-$1000 fine No I � N®TES and DATA-- (For department use) i ® Notified for pickup Call Email Date = Time Contact Name Doc.Buildiug Permit Revised 2014 A Building Department The following is a list of the required forms to be filled out for the appropriate permit to be obtained. Roofing, 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 OTE: 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/Cross Section/Elevation Plan Of Proposed Work With Sprinkler Plan And Hydraulic Calculations (If Applicable) Mass check Energy Compliance Report (If Applicable) Engineering Affidavits for Engineered products OTE: 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 6 Photo of H.I.C. And C.S.L. Licenses Workers Comp Affidavit Two Sets of Building Plans (One To Be Returned) to Include Sprinkler Plan And Hydraulic Calculations (If Applicable) Copy of Contract 2012 IECC Energy code f Engineering Affidavits for Engineered products OTE: 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 appeal period is over. The applicant must then get this recorded at the Registry of Deeds. One copy and proof of recording must be submitted with the building application Doc:Building Permit Revised 2014 Location 3w 1 L-s�J 4A0 No. ' L ZV��O Date 2 IIS _ f . - TOWN OF NORTH ANDOVER ,. Certificate of Occupancy $ Building/Frame Permit Fee $ 1 co 4 . 7 Foundation Permit Fee $ P ^° ^ Other Permit Fee $ TOTAL $ � A Check 4t Building Inspector r , NORTH - . . E .c . : ver ?, h ver, Mass,&LOI 2b( C OC NIC Nl WICK � - S l) BOARD OF HEALTH Food/Kitchen PERMIT Septic System LDA THIS CERTIFIES THAT ......... ........ ...... ....... BUILDING INSPECTOR .... ..... ........................................... ... ............. ............. has permission to erect .......... .... buildings on . .. ..... ti,�► . . , U Foundation ........... .... ..,A.................. Rough to be occupied as . I........ .....5J".... ... *1S .......5A.6.... ................. Chimney provided that the person accepting this ermit shall in eve' respect co6orm to the terms of the application p p p g p every p pp Final on file in this office, and to the provisions of the Codes and By-Laws relating to the Inspection,Alteration and Construction of Buildings in the Town of North Andover. PLUMBING INSPECTOR VIOLATION of the Zoning or Building Regulations Voids this Permit. Rough Final PERMIT EXPIRES IN 6 ONT ELECTRICAL INSPECTOR UNLESS CONSTRUC S Rough Service ................................................................................ Final BUILDING INSPECTOR GAS INSPECTOR Occupancy Permit Required to Occupy Building Rough Display in a Conspicuous Place on the Premises — Do Not Remove Final No Lathing or Dry Wall To Be Done FIRE DEPARTMENT Until Inspected and Approved by the Building Inspector. - Burner Street No. Smoke Det. Version#48.2 'e >6r July 23, 2015 Project/Job#0182215 RE: CERTIFICATION LETTER Project: Allen Residence 369 Waverly Rd North Andover, MA 01845 To Whom It May Concern, A jobsite survey of the existing framing system was performed by a site survey team from SolarC-ity. 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 - MP2: Roof DL= 14 psf, Roof LL/SL= 35 psf(Non-PV Areas), Roof LL/SL= 35 psf(PV Areas) - MP4: Roof DL= 14 psf, Roof LL/SL= 35 psf(Non-PV Areas), Roof LL/SL= 35 psf(PV Areas) Note: Per IBC 1613.1; Seismic check is hot 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 is.adequate to withstand the applicable roof dead load, PV assembly load, and live/snow loads indicated in the design criteria above. I certify that the structural roof framing and the new attachments that directly support the gravity loading and wind uplift loading from PV modules have been reviewed and determined to meet or exceed structural strength requirements of the MA Res. Code, 8th Edition. Please contact me with any questions or concerns regarding this project. JAS014 EVIL IACD ZF TOMAN In STAKTURAL No,51554, Jason W.Toman, P.E. Professional Engineer T: 480-553-8115 x58115 Di ! Jason Toman email: jtoman@solarcity.com Date:2 1 . .23 12:37:45-07'00' 3055 Clearview Way San Mateo,CA 94402 T(650)638-1028 (888)SOL-CITY F(650)638-1029 solarcity.com F—.-i"'04 1,Cr ZS 1A',:C,i'IC: ...W'ad3, ;,t€.; i,., 98.'A01:',= 3.,X ibl,111200v rA ,,:....,.'C.ARC,—;;;9., 'a 20-:3S0ta..i •,=.:.rt 07.23.2015 11 System Structural Version#48.2 `,',Sdar0ty. Design Software PROIECT INFORMATION &TABLE OF CONTENTS _project Name: Allen Residence - Al-111 North Andover Job Number: 0182215 Building MA Res. Code, 8th Edition ­ -- -- ­­­­� _9 -ikc7m0-1 18. Customer Name: Allen,Arthur Based On C 200""' Address: 369 Waverly Rd ASCE Code: ASCE 7-65 ....................... Ci /State North Andover, MA ---Risk Category: _Kip Code 01845 Upgrades Req'd? No Latitude longitude l, 42.602359 -71.135518 Stamp Req'd? Yes SC Office: Wilmington P\iDesi gner: Dustin Calhoun 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 = 033365 < 0.4g and Seismic Design Category(SDC) =C< D I 2-MILE VICINITY MAP 369 Waverly Rd, North Andover, MA 01845 Latitude:42.692359,Longitude: -71.135518, Exposure Category:C 07.23.2015 a Version#48.2 �o�� �'���� � PV SystemStructura0 Design Software j PROJECT INFORMATION &TABLE OF CONTENTS Project Name:_ _Allen Residence AHJ: North Andover Job Number: 0182215 Building Code: MA Res. Code,8th Edition _ Customer Name: ,_Allen,_Artl_ur _ Based On: I_R_C'2009/'IBC 2009 Address: M W 369 Waverly Rd ASCE Code: - ASCE 7-05 City/State: North.Andover, MARisk Category_ A II�� Zip Code 01845 Upgrades Req'd? No — --- - ,.._�...1 Latitude/Longitude:. 42.692359_ -71.13.5518 Stamp Reg'_d? SC Office: Wilmington PV Designer: Dustin Caihoun 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 = 0133365 < 0.4g and Seismic Design Category(SDC) =C< D 1 2-MILE VICINITY MAP _ E� i_ s,. i + A i r` • u .369 Waverly Rd, North Andover, MA 01845 Latitude:42.692359,Longitude: -71.135518, Exposure Category:C STRUCTURE ANALYSIS• LOADING SUMMARY AND MEMBER B CHECK- MP2 _a .. Member Properties Summary MP2 Horizontal Member Spans Rafter Properties Overhang 0.99 ft Actual W 1.50" Roof System Pro"erties San 1 12.51 ft Actual D 9.25' Number of Spans(w/o Overhan 1 Span 2 Nominal Yes Roofing Material Comp Roof San 3 A 13.88 in.^2 Re-Roof No Span 4 S. 21.39 in A3 Plywood Sheathing Yes San 5 I 98.93 in."4 Board Sheathing None Total Span 13.50 ft TL Defi'n Limit 120 Vaulted Ceiling Yes PV 1-Start 1.58 ft Wood Species SPF Ceiling Finish 1/2"Gypsum Board PV 1 End 12.08 ft Wood Grade #2 Rafter Slope 1180 PV 2 Start Fb 875 psi Rafter Spacing 16"O.C. PV 2 End F„ 135 psi Top Lat Bracing Full PV 3 Start E1400000 psi Bot Lat Bracing Full PV 3 End E,„i„ 510000 psi Member Loading Summary Roof Pitch 4/12 Initial Pitch Adjust Non-PV Areas PV Areas Roof Dead Load DL 14.0 psf x 1.05 14.7 psf 14.7 psf PV bead Load PV-DL 3.0 psf x 1.05 3.2 psf Roof Live Load RLL 20.0 psf x 1.00 20.0 psf Live/Snow Load LL/SL112 50.0 psf x 0.7' 1 x 0.7 35.0 psf' 35:0 psf Total Load(Governing LC TL 1 49.7 psf 1 52.9 psf Notes: 1. ps=Cs*pf;Cs-roof,Cs-pv per ASCE 7[Figure 7-2] 2. pf=0.7(Ce)(CJ(IS)Pg; Ce=0.9,Ct=1.1,I5=1.0 Member Design Summa (per NDS) Governing Load Comb CD CL. + "CL - CF Cr D+S 1.15 1.00- 1 1.00 1.1 1.15 Member Analysis Results Summary Maximum Max Demand @ Location Capacity DCR Load Combo Shear Stress 46 psi 1.0 ft. 155 psi 0.30 D+ S Bending(+ Stress 762 psi 7.3 ft. 1273 psi 0.60 D+ S Bending(- Stress -20 psi 1.0 ft. -1273 psi 0.02 D+ S Total Load Deflection 0.3 in. 518 7.3 ft. 1.37 in. 120 0.23 D+S C 1oAD ITEMIZATION - 02 PV System Load PV Module Weight(psf) 2.5 psf Hardware Assembly Weight(psf) 0.5 sf PV System Weight 3.0 psf Roof Dead Load Materia! Load Roof Category Description MP2 Existing Roofing Matenal Comp Roof _ (2 Layers) 5-�0 psf Re-Roof No Underlayment _ Roofing Paper 0.5 psf Plywood Sheathing Yes 1.5 psf Board Sheathing None Rafter Size and Spacing _. 2 x 10 @ 16 in. O.C. 2.9 psf ry Vaulted Ceiling _ Yes 3.0 psf Miscellaneous Miscellaneous Items 1.1 psf Total Roof Dead Load 14 psf(11411)2 14.0 psf Reduced Roof LL Non-PV Areas Value ASCE 7-05 Roof Live Load Lo 20.0 psf Table 4-1 Member Tributary_Area A� < 200 5f - _ Roof Slope _ 4/12 Tributary Area Reduction Rl -_ .__ 1 _ _ Section 4.9 Sloped Roof Reduction RZ 1 Section 4.9 -- _— . _ _ ..._. — - Reduced Roof Live Load Lr 4 L.(111)(R2) Equation 4-2 Reduced Roof Live Load Lr 20 psf(MP2) 1 20.0 psf Reduced Ground/Roof Live/Snow Loads code Ground Snow Load pg 50.0 psf ASCE Table 771 Snow Load Reductions Allowed? Yes Snow Guards to be Installed? No Effective Roof Slope 18° Horiz. Distance from Eve to Ridge W 14.0 ft Snow Importance Factor IS 1.0 Table 1 5 2 Snow Exposure Factor C,� Fully 9posed Table 7-2 Snow Thermal Factor Ct _ Structures kept J 1 g above tee Table-7-3' Minimum Flat Roof Snow Load(wj pf""" 35.0 psf 7.3 1..4&7.10 Rain-on-Snow Surcharge)_ Flat Roof Snow Load Pf pf=0.7(Ce)(Cf)(I)p9; pf pf-min 35.0 psf 70%. ASCE Design Sloped Roo norm Load Over urroun in -Roof Surface Condition of Surrounding Roof CS_foof All Other Surfaces Figure 7-2 Design Roof Snow Load Over Ps-roof= (CS-roof)Pf ASCE Eq: 7.4-1 SurroundingRoof Pf 35.0 psf 70% ASCE Design Sloped Roo Snow Load Over PV Modules Surface Condition of PV Modules Unobstructed Slippery Surfaces Figure 7-2 -p� 1.0 Design Snow Load Over PV Pg_p„_ (Cs P„)Pf ASCE Eq: 7.4-1 Modules Ps p" 35.0 psf 70% LOAD ITEMIZATION - MP2 PV System Load PV Module Weight(psf) 25 psf Hardware Assembly Weight(psf) 0.5 psf PV Sy stem Weight 3.0 psf Roof Dead Load Material Load Roof Category Description MP2 Existing Roofing Material _^ _ Comp Roof (2 Layers) 5.0 psf _� a Re-Roof No Underlayment Roofing Paper 0.5 psf Plywood Sheathing Yes 1.5 psf Board Sheathing_ _ - _ None - _ Rafter Size and Spacing 2 x 10 @ 16 in.O.C. 2.9 psf Vaulted Ceiling_ _ Yes_ _ 3.0 psf_ . _. Miscellaneous Miscellaneous Items 1.1 psf Total Roof Dead Load 14 psf(MP2) 1 14.0 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 Roof Slope 4/12 Tributary Area Reduction Rl _ - _- „ _. - 1 _ Section 4.9 Sloped Roof Reduction R2 1 Section 4.9 Reduced Roof Live Load Lr y 4= Lo(Ri)(R2) Equation 4-2 Reduced Roof Live Load Lr 20 psf(MP2) 1 20.0 psf Reduced Ground/Roof Live/Snow Loads Code Ground Snow Load -p9 50.0 psf ASCE Table 7-1 Snow Load Reductions Allowed? Yes Snow Guards to be Installed? No Effective Roof Slope _ ~_� _ _.._ 180 Horiz. Distance from Eve to Ridge W� 14.0 ft Snow Imp§rtance Factor IS 1.0 Table 1.5--2 Snow Exposure Factor Ce Fully o 9posed Table 7-2- Snow Thermal Factor C Structures kept just 1 above freezing Table-7-3 Minimum Flat Roof Snow Load (w� Pf-min 35.0 psf -7.3.4&7:-10 Rain-on-Snow Surcharge)_ Flat Roof Snow Load Pf Pf (Ct)(I)pg, pf>_ pf-min Eq: 7.3-1 35.0 psf 1 70% ASCE Design Sloped Roof Snow Load Over Surrounding Roof Surface Condition of Surrounding Roof Cs-roof All Other Surfaces1.0Figure 7-2 Design Roof Snow Load Over Ps-roof= (Cs-roof)Pf ASCE Eq: 7.4-1- Surrounding Roof ps'`°°f 35.0 psf 700/a ASCE Desi n Sloped Roof Snow Load Over PV Modules Surface Condition of PV Modules CS-PV Unobstructed Sli0ppery Surfaces Figure 7-2 1. Design Snow Load Over PV Ps-PV= (Cs-P„) Pf ASCE Eq: 7.4-1 Modules Ps-P" 35.0 psf 70% ;CALCULATION OF DESIGN WIND LOAD5 Mpg _- Mounting Plane Information Roofing Material Com Roof PV System Type - _Solarcity S eekMountT" Spanning Vents No Standoff' Attachment Hardware Comp Mount Tvpe CM Roof Slope_ 180 Rafter Spacing 16"O.C. Framing Type Direction Y-Y Rafters Purlin Spacingm_ ._._____._ _- _.X-X_Purlins Only-w— _ _ NR _ - Tile Reveal Tile Roofs Only NA Tile Attachment System _ Ti Roofs Only W NA ,Standing Seam/Trap Spacing SM Seam Only NA Wind Design Criteria Wind Design Code ASCE 7-05 Wind Design Method _ Partially/Fully Enclosed Method Basic Wind Speed _- V. 100 mph Fig.6-1 Exposure Category_-__ _-_.___.. ,.______ -_ _ c _Section 6.5.6.3 Roof Style Gable Roof Fig.6-11B/C/D-14A/B Mean Roof Hei ht h 15 ft '" arM Section 6.2 Wind Pressure Calculation Coefficients Wind Pressure Exposure KZ 0.85 Table 6-3 Topographic Factor* Kzr 1.00 Section 6:5J. Wind Directionality Factor Kd0.85 Table 6-4 Importance Factor I - 1.0 --___._._.—.- — . able 6-1.._,_ Velocity Pressure qh qh =0.00256(Kz)(Kzt)(Kd)(V^2)(I) Equation 6-15 18.5 psf Wind Pressure - Ext. Pressure Coefficient U GC u -0.88 Fig.6-11B/C/D-14A/B Ext. Pressure Coefficient(Down) GCI) Do>v" - 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- sf ;ALLOWABLE STANDOFF SPACINGS X-Direction Y-Direction Max Allowable Standoff Spacing _Landscape 64" 39" Max Allowable Cantilever - Landscape ._ _ _ m 23" _ m..., _ NA Standoff Confi uration Landscape Staggered Max Standoff Tributary Area Trib 17 sf PV Assembly Dead Load W PV 3.0 sf Net Wind Uplift at Standoff _T actual'- -__ . _-_�..., r _ -251 lbs' _ _ r.._..... Uplift Capacity of Standoff T-allow - 500 lbs Standoff Demand Ca aci DCR,,..0.n _ 50.1% X-Direction Y-Direction Max Allowable Standoff Spacing Portrait32" 66" Max_Allowable,rCantilever _ Portrait. 4_ NA Standoff Confi uration Portrait Staggered Max Standoff Tributary„Area _. _ _ Trib -..-. _ 15 sf PV Assembly Dead Load _ W-PV 3.0 psf Net—Wind Uplift at Standoff_„- � _ ..T actual � � � _ w211 lbs Uplift Capacity of Standoff T-allow 500 lbs Standoff Demand/Capacity - __OCR ---...__..__.. _ __...42.1°l0 I STRUCTURE ANALYSIS LOADING SUMMARY AND MEMBER CHECK MP4 Member Properties Summary MP4 Horizontal Member Spans Rafter Properties, Overhang 0.99 ft Actual W - 1.50" Roof System Properties Span 1 12.69 ft Actual D 925" Number of Spans(w/o Overhang) 1 Span 2 Nominal- Yes Roofing Material Comp Roof Span 3 A 13,88 in'A2 Re-Roof No Span 4 S. 21.39 in.^3 PI ood Sheathing Yes San 5 I 98.93 in.^4 Board Sheathing None Total Span 13.68 ft TL Deffn Limit 180 Vaulted Ceiling Yes PV 3 Start 1.50 ft Wood Species SPF Ceiling Finish 1/2"Gypsum Board PV 1 End 11.17 ft Wood Grade #2 Rafter Slope 160 PV 2 Start Fb 875 psi Rafter Spacing 16"O.C. PV 2 End F„ 135 psi Top Lat Bracing Full PV 3 Start E 1400000 psi Bot Lat Bracing Full PV 3 End Emi„ 510000 psi Member Loading Summa Roof Pitch 4112 Initial Pitch Adjust Non-PV Areas PV Areas Roof Dead Load DL 14.0 psf x 1.04 14.6 psf 14.6 psf PV bead Load PV-DL 3.0 psf x 1.04 3.1 psf Roof Live Load RLL 20.0 psf x 1.00 20.0 psf Live/Snow Load LL/SLl a' 50.0 psf x 0.7 1 x 0.7 35.0 psf 35.0 psf Total Load(Governing LC TL 49.6 psf 52.7 DSf Notes: 1. ps=Cs*pf; Cs-roof,Cs-pv per ASCE 7[Figure 7-2] 2. pf=0.7(Ce)(q)(I0 pg; Ce=0.9,4=1.1, 15=1.0 Member Design Summary(per NDS Governing Load Comb .CD CL + CL . CF Cr D+ S 1.15 1.00 1 1.00 1.1 1.15 Member Analysis Results Summary Maximum Max Demand 0 Location Capacity DCR Load Combo Shear Stress 47 psi 1.0 ft. 155 psi 0.30 D .+ S Bending(+ Stress 780 psi 7.4 ft. 1273 psi 0.61 D+ S Bending(- Stress -20 psi 1.0 ft. -1273 psi 0.02 D . S Total Load Deflection 0.31 in. 505 7.3 ft. 0.88 in. 180 0.36 D+ S I STRUCTURE ANALYSIS - LOADING SUMMARY AND MEMBER CHECK- MP4 Member Properties Summary MP4 Horizontal Member Spans Rafter Properties Overhang 0.99 ft Actual W 1.50" Roof System Properties Span 1 12.69 ft Actual D 9.25" Number of Spans w/o Overhang) 1 Span 2 Nominal Yes Roofing Material Comp Roof Span 3 A 13.88 in.^2 Re-Roof No Span 4 S. 21.39 in A3 Plywood Sheathing Yes San 5 Ix 98.93 in.^4 Board Sheathing None Total Span 13.68 ft TL Defl'n Limit 180 Vaulted Ceiling Yes PV 1 Start 1.50 ft Wood Species SPF Ceiling Finish 1/2"Gypsum Board PV 1 End 11.17 ft Wood Grade #2 Rafter Slope 160 PV 2 Start Fb. 875 psi Rafter Spacing 16"O.C. PV 2 End F„ -135-psi Top Lat Bracing Full PV 3 Start E 1400000 psi Bot Lat Bracing Full PV 3 End Emi„ 510000 psi Member Loading Summary Roof Pitch 4/12 Initial Pitch Adjust Non-PV Areas PV Areas Roof Dead Load DL14.0 psf x 1.04 14.6 psf 14.6 psf PV Dead'Load PV-DL 3.0 psf x 1.04 3.1 psf Roof Live Load RLL 20.0 psf x 1.00 20.0 psf Live/Snow Load LL/SLl,2 50.0 psf x 0.7 1 x 0.7 35.0 psf 35.0 psf Total Load(Governing LC - TL 49.6 psf 52.7 ps f Notes: 1. ps=Cs*pf; Cs-roof,Cs-pv per ASCE 7[Figure 7-2] 2. pf=0.7(Ce)(Ct)(IS)p9; Ce=0.9,Ct=1.1,I5=1.0 Member Design Summary(per NDS) Governing Load Comb CD CL + Cl. - CF Cr D+ S 1.15 1.00 1 1.00 1.1 1.15 Member Analysis Results Summary Maximum Max Demand @ Location Capacity DCR Load Combo Shear Stress 47 psi 1.0 ft. 155 psi 0.30 D + S Bending(+)Stress 780 psi 7.4 ft. 1273 psi 0.61 D+ S Bending(-)Stress -20 psi 1.0 ft. -1273 psi 0.02 D + S Total Load Deflection 0.31 in. 1. U505 7.3 ft. 0.88 in. 1 IJ180 0.36 _ D+S 0 I ��OAD~ITEMIZATION -MP4��� PV System Load PV Module Weight_(psf). 2.5 psf Hardware Assembly Weight(psfj .-,. _. -• -- _ _-.__ _ --0.5 psf PV System Weight 3.0 psf Roof Dead Load Material Load Roof Category Description MP4 ExistinRoofin Material Com Roof 9 . 9at_ ..,,., p _._f.2 Layers) _5.O.psf _. Re-Roof No _ ,W___-�_— - --_ r_ _ ,.... ,._ __- Underlayment Roofing Paper _ 0.5 psf Plywood Sheathing Yes _ 1.5 psf Board Sheathing _ .. ._. d None .. _ _ Rafter Size and Spacing -_ 2 x 10 @ 16 m O.C. .9 psf _ __.. .__.._.. . ...._.._ _ _ .....__� _ ..�.. - P_--- j Vaulted Ceiling Yes..__. _ 3.0 psf Miscellaneous Miscellaneous Items 1.1 psf Total Roof Dead Load 14 psf(MP4) 14.0 psf Reduced Roof LL Non-PV AreasValue" ASCE 7-05 Roof Live Load Lo20.0 psf Table 4-1 Member TributaryArea 7At Roof Slope _ 4/12 Tributary.:Area Reduction µR1 _ - _. 1 _ _._ _._ Section 4.9 _ Sloped Roof Reduction R2 1 Section 4q_2 Reduced Roof Live ad_ L� _-- _-- .._ 4_ (Ri)(RZ) __... - Equation 4Reduced Roof Live Load Lr 20 sf(MP4 20.0 s Reduced Ground/Roof Live/Snow Loads Code Ground Snow Load p9 50.0 psf ASCE Table 7-1 Snow Load Reductions Allowed? Yes No Snow Guards to be Installed? _. ._ ._..-- __. _ Effective Roof Slope w 160 Horrz Distance from Eve to Ridge W 14.1 ft Snow Importance Factor IS _ _._....... 1.0 Table 1.5-2 _ Snow Exposure Factor Ce Fully Exposed Table 7-2 0.9- Snow .9-Snow Thermal Factor 4 Structures kept 1st above freezing Table 7-3 Minimum Flat Roof Snow Load(wj Pf-min 35.0 psf 7.3.4&7.10 Rain-on-Snow Surcharge) - q - Flat Roof Snow Load pf pf 0.7(Ce)(Cc)35,00 psf psf Pf? Pf-min E 7.3-1 70% ASCE Desiqn.Sloped Roo now Load Over Surrounding 00 Surface Condition of Surrounding Roof CS_roof All Other Surfaces Figure 7-2 Design Roof Snow Load Over PS- of= (CS-roof)P' ASCE Eq:7.4-1 Surrounding Roof ps"OOf .° 35.0 psf 70% ASCE Design Sloped Roof Snow Load Over PV Modules Surface Condition of PV Modules CS-PV Unobstructed Slippery Surfaces1.0Figure 7-2 Design Snow Load Over PV PS-PV=(Cs-Pv) Pf ASCE Eq:7.4-1 Modules PS P" 35.0 psf 70% I ,'CALC- 'WIND LOADS MP4 Mounting Plane Information Roofing Material Comp Roof PV_System_type _ .__.. SolarCity SleekMountT-M Spanning Vents No _ Standoff Attachment Hardware Comp Mnunt Type c RoofT Slope 16° .. ....... ........... _.-. Rafter Spacing._ __ 16'_0 C.w Framing Type Direction Y-Y Rafters Purlin Spacing ._ . X-X Purlins_Only Tile Reveal Tile Roofs Only NA Tile Attachment System Tile Roofs Only NA ,Standing Seam/Trap Spacing SM Seam Only NA Wind Design Criteria Wind Design Code ASCE 7-05 Wind Design Method,-_ _._ m Partially/Fu11y Enclosed Method Basic Wind Speeder V 100 mph Fig. 6-1 Exposure Category_. _ _ _ _ C....__... ... Section 6.5.6.3____ Roof Style Gable RoofFig.6-11B/C/D-14A/B Mean Roof Hei ht h 25 ft m a m Section 6.2 -- Wind Pressure Calculation Coefficients Wind Pressure Exposure KZ 0.95 Table 6-3 Topographic Factor Kzt « _ 1.00 m Section 6.5,7 Wind Directionality Factor Kd 0.85 Table 6-4 Importance Factor T 1.0 Table 6-1 Velocity Pressure qh qh = 0.00256(Kz)(Kzt)(Kd)(V^2)(I) Equation 6-15 20.6 psf Wind Pressure Ext. Pressure Coefficient U GC -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 a -18.0 psf 1 Wind Pressure Down d 10.0 Psf ,ALLOWABLE STANDOFF SPACINGS X-Direction Y-Direction Max Allowable Standoff Spacing Landscape 64" 39" Max Allowable Cantilever._ _.. . ..._.Landscapes --- 23 Standoff Configuration Landscape Staggered Max Standoff Tributary Area _ _ _ ,__-- Trib 17 sf PV Assembly Dead Load W-PV _ 3.0 psf Net Wind Uplift at Standoff; _�. A n. ,T-actual Uplift Capacity of Standoff T-allow 500 lbs Standoff bemand Ca aci DCR X-Direction. Y-Direction Max Allowable Standoff Spacing Portrait 32' 66" - 'Cantilever _.... `� - - ax Mandolff Confi iaratioPortrait.v Staggered _.._ ._...___� _ _._ _.NA_. ggered Max Standoff TributaryArea, _ __ Trib ........ PV Assembly Dead Load W-PV3.0 psf _�.. _.._._ _ Net,Wind Uplift at Standoff _M_W _._T actual Y -237 lbs Uplift Capacity of StandoffT-allow 500 lbs Stanma doff bend Ca aci DCR - _ --- 47.4% CALCULATION OF DESIGN WIND'LOADS- MP4 Mounting Plane Information Roofing Material Comp Roof PV_SystemT e_ __ _ .- _ _ SolarCity SleekMountT"' Spanning Vents No Standoff Attachment Hardware Como Mount Tvpe C, Roof Slope 160 Rafter-Spacing— _.,..__ v. __ _ , 16 O.C. Framing Type/Direction Y-Y Rafters Purlin Spacing_ _X__-X_Purlins Only _ .. __._ . _ NA� Tile Reveal Tile Roofs Only NA Tile Attachment Sste ym_µ Tile Roofs Only- _ NA- ,Standing Seam/Tra Spacing SM ly NA Wind Design Criteria Wind Design Code ASCE 7-05 Wind Desgn_Method_ Y _ ^ Partially/Fully Enclosed Method-- Ba'sic ethodBasic Wind Speed V 100 mph Fig. 6-1 Exposure Category__ _. _C Section 6.'-5.63--' Roof Style Gable Roof Fig.6-11B/C/D-14A/B Mean Roof Height h Y Z5 ft '� - Section 6.2 Wind Pressure Calculation Coefficients Wind Pressure Exposure KZ 0.95- Table 6-3 Topographic Factor KA _ _ _ . 1 Oo . _Section 6.5.7_ Wind DirectionalityFactor Kd0.85 . Table 6-4 Importance Factor I -'- _- 1.0 _ Table 6-1 qh = 0.00256(Kz)(Kzt)(Kd)(V^2)(I) Velocity Pressure - qh 20.6 psf Equation 6-15 Wind Pressure Ext. Pressure Coefficient U GC u -0.88 Fig.6-11B/C/D-14A/B Ext. Pressure Coefficient(Down) GCo(Down)_ 0.45 Fig.6-11B/C/D-14A/B Design Wind Pressure p p= qh(GC ) Equation 6-22 Wind Pressure U u =18.0 psf Wind Pressure Down do 10.0 psf ALLOWABLE STANDOFF SPACINGS _ X-Direction Y-Direction Max Allowable Standoff Spacing Landscape 64 39" Max Allowable,Cantilever_ __. Landscape ". _ __ _23" NA Co Standoff hf uration Landscape Staggered Max Stando_ff_Tributary_Area Trib 17 sf PV Assembly Dead Load W-PV 3.0 psf Net Wind Uplift at Standoff -actual —1282 r -282 lbs Uplift Capacity of Standoff T-allow 500 lbs Standoff Demand/Capacity DCR 56.4% X-Direction Y-Direction Max Allowable Standoff Spacing Portrait 32" 6_6_" Max All-owable Cantilever Portrait _ - _ -- 14' NA Standoff Configuration Portrait Staggered Max Standoff Tributary Area Trib 15 sf PV Assembly Dead Load W-PV 3.0 psf Net Wind Uplift at Standoff Tactual -23716s Uplift Capacity of Standoff T-allow 500 lbs Standoff Demand/Capacity, _ _ _ - 47.4% �+ - II I DocuSign Envelope ID:4641C3D2-6073-4C4B-8409-9D38BC9EODDD SolarCity I PPA Customer Name and Address Installation Location Date Arthur Allen 369 Waverly Rd 6/29/2015 369 Waverly Rd North Andover,MA 01845 North Andover,MA 01845 Here are the key terms of your Power Purchase Agreement System installation cast Electricty rate 1;kWh Agreement Tim as as Initial hereInitial here DS The SolarCity Promise ; aQ •We guarantee that if you sell your Home,the buyer will qualify to assume your Agreement. ......................................................................... Initial here •We warrant all of our roofing work. DS •We restore your roof at the end of the Agreement. •We warrant, insure,maintain and repair the System. .................................................................................................................................................................................................................. initial hereEl. _...... .•We fix or pay for any damage we may cause to your property. •We provide 24/7 web-enabled monitoring at no additional cost. •The rate you pay us will remain fixed for the term of the Agreement. •The pricing in this Agreement is valid for 30 days after 6/29/2015. •You are free to cancel any time prior to construction at no charge. Your SolarCity Power Purchase Agreement Details Your Choices at the End of the Initial Options for System Purchase: Amount due at contract signing Term: •At certain times,as specified in $0 SolarCitywill remove the System n at o the Agreement, o may a Y g �Y Y Est.amount due at installation cost to you. purchase the System. $0 •You can upgrade to a new System with •These options apply during the 20 the latest solar technology under a new year term of our Agreement and Est.amount due at building inspection $0 contract. not beyond that term. •You may purchase the System from Est.first year production SolarCity for its fair market value as 9,457 kWh specified in the Agreement. •You may renew this Agreement for up to ten(10)years in two(2)five(5)year increments. 3055 Clearview Way,San Mateo,CA 94402 888.765.2489 I solarcity.com 903729 Power Purchase Agreement,version 9.0.1,June 25,2015 SAPC/SEFA Compliant Contractors License MA HIC 168572/EL-1136MR ❑l .❑ Document generated on 6/29/2015 Copyright 2008-2015 SolarCity Corporation,All Rights Reserved al DocuSign Envelope ID:4641C3D2-6073-4C4B-8409-9D38BC9EODDD 23. NOTICE OF RIGHT TO CANCEL. I have read this Power Purchase Agreement and the Exhibits in YOU MAY CANCEL THIS CONTRACT AT ANY TIME PRIOR their entirety and I acknowledge that I have received a TO MIDNIGHT OF THE THIRD BUSINESS DAY AFTER THE complete copy of this Power Purchase Agreement. DATE YOU SIGN THIS CONTRACT. SEE EXHIBIT 1,THE ATTACHED NOTICE OF CANCELLATION FORM FOR AN Customer's Name:Arthur Allen EXPLANATION OF THIS RIGHT. Docusigned by: 24. ADDITIONAL RIGHTS TO CANCEL. Signature: Pryw a" IN ADDITION TO ANY RIGHTS YOU MAY HAVE TO CANCEL THIS PPA UNDER SECTION 23,YOU MAY ALSO CANCEL Date: 6/29/2015 THIS PPA AT NO COST AT ANY TIME PRIOR TO COMMENCEMENT OF CONSTRUCTION ON YOUR HOME. 25. Pricing The pricing in this PPA is valid for 30 days after 6/29/2015. Customer's Name: If you don't sign this PPA and return it to us on or prior to 30 days after 6/29/2015,SolarCity reserves the right to Signature: reject this PPA unless you agree to our then current pricing. Date: Power Purchase Agreement SolarCity approved �. Signature: a �— Lyndon Rive, CEO Date: 6/29/2015 III I I Power Purchase Agreement version 9.0.1,June 25,201.5 903729 I Tile Conimo r wealth of Massadstuetts DeprrHMent ofIildus&1alAce dents Office of intresfigadons ' I Congress Street,Suite 100 Boston,AM M14-20f 7 www massgoy/tPia Workers,Compensaiien InsuranceAffldaviit-.Builders/ContrActers/Electrieians/plumbgn AM—ficant I>Qformatinn Please Print Le ibI Name(IIasincss/Otg�tixatiart/trtdividuz]): SOIarCIt�OC�� �T Address: 3055 Clearview Way City/State/Zi : 402 I'bolfte#: 888- 6 -2489 Are you an employer?Checit the appropriate box,ox: Type of project(required): 1.pri an a employer with 0' 4. © 1 ani a geiieral contractor•and I ernglayees(fill#and/or part-time).- have himd tho sub-contractors 6. Now construction 2.❑ I atm a stale proprietor or pwinet- listed an the attached sbeel. 7. Remodeling ship and have no employees These sub-contractors have g_ �.Demolition working forme in any capacity, employees and have workers' 9. Q l3uildiog addition [No workers' COMP. insurance comp.insurixice. required.] 5.[ We are a comoration and its 10.D Electrical repairs or additions 3.❑ 1 ani a borneowner doing all work officers have exercised their - 1]:E]Plumbing repairs or atddit9ons Myself:[No workers'comp. j>fjU SJR exemption per MG1. 12.01 P.00f rt arts insuranot roquired j t c. 352,§1(�4X and we have no r employees.(No workers' 13 Other eomp.insurance required.] ^Any applicant that checks boxfl 1 most also fill out th=section below Showing iheir workors'contarcnmtion policy information. I Homeowners who submit tbisatfidavit indicting they are doing all work and then hire outgdt contractors must submits new affidavit indicatingsuch, lcowractom Thal check this box must attached aui additional sbeetshowing ilia name of the sub-conrraetors and state whether or not those cnistics have employees. if the sub•eontrMbrs have employm,They joust provide their workers'comp.policy number. 10#1 an etnpFoyet thaX isprovuthtg workers'compensation insurancefor my employees. Betow is the,poUcy and}ob site injr�rmatian. Insurance Company Name: Liberty Mutual Insurance Co Policy#or Scli<ins.Uo.#:; 024 Expirati-on Date; 9/1/15 Job Sitc Ad&css: UlJ 7 �QV�' � City/state/r ip; �L ► i tf V r J,�fi (1/8-q-F Attach a copyof-tbe workers'compensators ley dceigration page{showing the paliey.riiertiber and expiration date). Failure w secltre coverage as required tinder Section 25A of MGL c, 152 can lead to the im osition of criminal penalties of a fins up to S 1,506.00 andlor one-year inrpr'isonment,as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to&250.01)-a day against rho violator. Be advised that a copy of this statement may b.a forwarded to the Office of Investigations ofthe DIA for insurance coverage verification. I do herthy certify!12 the pa lits and penalties ofpterfarl,that the ht rnradon prorrded abav res`tarehdancarrect. Sitnmturc: .� cif s�138ic: 7z 3 Phot I e 4- 0 vtsiJ. Da not write in lids area,to 3e winplered by city or town 4gricsaf City or Town: Permit/Lieeose;r Issuing Authority(circle ooe); ].Board of Health 2.Building Department 3,City/Town Clerk d.ClectricaI Inspector S.Flu inbingInspector ti.other Contact Berson- Phone#: DATE gltrrDTmYrvy CERTIFICATE 4F LIABILITY INSURANCE L % ,A THIS CERTIFICATE IS ISSUM AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CS;R'1FiCATI=HOLOM'THIS GE$TIFICATE DOES NOT AFARMATNEL.Y OR WGATNELY AMEND,WEND OR ALTER THE COWRAGE AFFORDED 13Y THE POLICIES MULI:W. THIS CERTIFICATE OF IRSURANGE vOES NOT CONSTITUTE A CONTRACT REfWEEN IMF SSUING INSURER{S}, REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER_ IMPORTANT, K H►a cot614eate holder Is sn ADDITIONAL it ORE[),tba ytalloy{IRRBI rtltRtl fro emfcusad. If SIJBRpQA TION IS Wonfer 1. hts to e the tern►$and candigans of she Policy,certakn Policlee.may tflquire an erldomsmsat. A station ont on this codEcate hoes not confer tights tD the certificate holder In heft of such endsfaament(3). PRODUCER - —.•. ... T ... . MARSHIIISKB INSURAW11SERVICES PlilrtrE 1� too)".. . 345 CALI6O MA STREET,SUNE 1394 tl .L.9m; ...__. CAUFOR IALICENSENU.0437153 AWRMy . .. _._... SAN FRANCISCO,CA 31144 (NBISIAf 0fWWCOVERAGE NAPM INSURE RA:L14wSYMirh'a1 fiFe Insuratco CtaPsaY 45586 99&�III•STN{!•GRWi>E-415 L�oM lnsularaDCtNp�rallon _._. ... .... ,. ._..... �tW)4 kNSElREO 01SURERS: . T INfA n(MO)8635704 Pnsa fttfNA gtdalCllyCofpotaUcn - 3055506w+fl WY1taY triSifRtERD•: f' San Wjw.CA 94462 1l19gIR1rR6;, _twsane COVERAGES CERTIFICATE NUMBER. SEA•002444�8A0t REVISION NUMBER:4 THIS IS TO CERT,FY TffAT THE POLICIES t?F INSURANCE LISTED 8Ef O1N HAVE BEEN ISSUED M THE INSU}iED I4FIt9ED A$OV6 FOR THE pfriJGY PERIOD iNOICATED. HOTWITHSTANWO ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT Q,t OTHER DOCElk19i:NT VtsTM RESPECT TQ V►94ICIi THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN.THE INSURANCE AFFOR4ED SY TME POLICRes DESCRIBED HERR jN IS SUBJECT TO ALL THE TERMS. EXCLUSIONS ANO CONIxTICM OF SUCH POLICIES,LIMITS SHOWN MAY HAVE BEEN RFDUCED&Y PAID CLAIMS_. ,� UDL mvil TAOLCY 4r. poligY&O W6Fi8 ifR 1rPECPINeUR/iNDi NUMBER 1 f 0404x7 14 & 12i5 [+REt4t5E5(�T02-%I-062514 tACH ; I 4sA,5°t A GfERAL uA9& TY Df� 'ce). .,I' s s 149.000 X:.CCWMBnCtAL C--NERAL LIABILITY i - .. IDIOM 1 CIAWS.MADE x UCf.`UR I �pLi1S8hNL&ADVIWURY Ii fJIdB000 GLI!ICItAt AGGREGATEf - 2W.ODO 6 ... � y PRaDIIf:SS•CQMPt07�AGG.y 2ADOADD GErLAGGtEGATCLIMITAPPURSPER t 23,046 rX fY Ix P ` IOCN C LRR,E uAafUTY t.00D.40D' BQDILYIRJURYQRotperwny WWI INJURY tPor acG ntyOVWt OAQ5 .PROPERTYDAI OAt1TOS 'OHIOa (E wAsprA) .Ipl� Daerta4eI AUTOS COMPXOLLDEU! :s S1AOD1314>N Yb ttpFtlaLrtLA he DCOUR j -.-SACK �C.CURREIiCE $ EXCESS UAB BLAIMS•AMQE .• :S RE N IM[ST TU• IDTW YfA7 6 85 024 II9FAfr1i17A 4tJ1035 ,tRPOR1tER&CDAtPEtfsA130N � :I4$YLI6flT4. 1 ER $ ,At4nF.ttPLGYER5'LIABILITY /N WCt-ssl-i#D626L•DI4{Wy .09mt72Dth ,I191D117A15 'EL eACHACCtotNr s 1,4D4.090 B '.IF;YpROPpE1t7RA'At%Er4-XBCUTIVc} *,I klA { aFT10ER+t/EMaERE%CLUD>D� I^`} yZ DIDUCT I!E:9359.0 ' {e i.01Sr sE•EA�Iu+PwYRC B E t 044,90D I+�++� Y In HMI I 3•094,D00 x tlosrnto ander _ .>:t nSEASE• Ic,r Lua-s i f CRIP7 pBRiSTWNsaelaw _ .. - - I i DHBCRIptMQFDPEiRATM149(EACATtamsiVEHICLO(Attach AWRVlui,AddDJoinatRamatksSaMdLao.0mare IWIVisecgulredy EvKitme of Wwrintte. CE FICATE MOLDER EL.LATID_M city Corp SHOULD AWY 6FTNI?ABOVE nESCRaM POLICIES SE CANCELL,Sb BEFORE I:Iea+vie�Y Way i i sc U%pinn i iCfi GATE jCfM0F, R-1 M VALL SS L'-"L!Y'rP. !N Ext Mateo.CA 89441 ACCORDANCE THE pO1 iGY PROVISIONS. AUTIRORMW ROORWOMTATIV E of Maralt Risk&3natrratlrA S01VIC" Git81tP.9Maiftrote;t► ""'�—w+•�""— ��'�"-'� 1998,2414 ACORD CORPORATION. All MrLts reserved. ACOAD 25(2010106) The ACOM name and toga are registered ma"of ACCIRP I 'fjdr` f f i'1////f /I!�'f'((�!!/ f llo.i'jrI dl((.if'( � �4 Office of Consumer Affairs and Business Regulation ti 10 Park Plaza - Suite 5170 Boston, Massachusetts 02116 Home Improvement Contractor Registration Registration: 168572 Type: Supplement Card SOLAR CITY CORPORATION Expiration: 3/8/2017 DAN FONZI 24 ST MARTIN STREET BLD 2UNIT 11 --- --- --- MARLBOROUGH, MA 01752 Update Address and return card.Mark reason for change. t✓ [] Address :] Renewal E] Employment ,] Lost Card -L-Office of Consumer Affairs&Business Regulntion License or registration valid for individul use only ." .J"OME IMPROVEMENT CONTRACTOR before the expiration date. If found return to: Office of Consumer Affairs and Business Regulation Registration: 168572 Type: 10 Park Plaza-Suite 5170 Expiration: 3/8/2017 Supplement Card Boston,MA 02116 SOLAR CITY CORPORATION DAN FONZI _ 3055 CLEARVIEW WAY �.:• •_>.. --• - SAN INATEO,CA 94402 Undersecretary Not valid without signature r $oars o'9uIL-4itiG Regulations antl:�tor. .- {..h+lru.ttM:�lttirc rr tsar ,7 utCnse CS-101687 DANIEL D FONZC 15 KELLEY RD WILM NGTON KA 01887, , E c pc:r on com n'"%%mner 09/13/2016 V 1Zf' > 111�112 �'1'li!LlG'flf ) lC/��fJ'CIl13t? � Z f� Office of Consumer Affairs dnd Business Regulation 10 Park Plaza - Suite 5170 Boston, Massachusetts 02116 Home Improvement Contractor Registration Registration: 168572 Type: Supplement Card SOLAR CITY CORPORATION Expiration: 3/8/2017 JAYMIE STANTON --- --� 24 ST MARTIN STREET BLD 2UNIT 11 - MARLBOROUGH, MA 01752 _ Update Address and return card.Mark reason for change. SCA 1 0 20M-05n 1 0 Address C Renewal F] Employment ❑ Lost Card r— - ficc of Consumer Affairs&business Regulation License or registration valid for individul use only Z� E IMPROVEMENT CONTRACTOR before the expiration date. If found return to: Office of Consumer Affairs and Business Regulation ti t i egsraon: 168572 Type:T 10 Park Plaza-Suite 5170 Expiration: 3/8/2017 Supplement Card Boston,MA 02116 SOLAR CITY CORPORATION JAYMIE STANTON 3055 CLEARVIEW WAY :�<<-.�_z_- �,,,• SAN MATED,CA 94402 Undersecretary Dbot valid signature ABBREVIATIONS ELECTRICAL NOTES JURISDICTION NOTES A AMPERE 1. THIS SYSTEM IS GRID—INTERIIED VIA A AC ALTERNATING CURRENT UL—LISTED POWER—CONDITIONING INVERTER. BLDG BUILDING 2. THIS SYSTEM HAS NO BATTERIES, NO UPS. CONC CONCRETE 3. A NATIONALLY—RECOGNIZED TESTING DC DIRECT CURRENT LABORATORY SHALL LIST ALL EQUIPMENT IN ECC EQUIPMENT GROUNDING CONDUCTOR COMPLIANCE WITH ART. 110.3. (E) EXISTING 4. WHERE ALL TERMINALS OF THE DISCONNECTING' EMT ELECTRICAL METALLIC TUBING MEANS MAY BE ENERGIZED IN THE OPEN POSITION, FSB FIRE SET—BACK A SIGN WILL BE PROVIDED WARNING OF THE GALV GALVANIZED HAZARDS PER ART. 690.17. GEC GROUNDING ELECTRODE CONDUCTOR 5. EACH UNGROUNDED CONDUCTOR OF THE GND GROUND MULTIWIRE BRANCH CIRCUIT WILL BE IDENTIFIED BY HDG HOT DIPPED GALVANIZED PHASE AND SYSTEM PER ART. 210.5. 1 CURRENT 6. CIRCUITS OVER 250V TO GROUND SHALL Imp CURRENT AT MAX POWER COMPLY WITH ART. 250.97, 250.92(B). Isc SHORT CIRCUIT CURRENT 7. DC CONDUCTORS EITHER DO NOT ENTER kVA KILOVOLT AMPERE BUILDING OR ARE RUN IN METALLIC RACEWAYS OR kW KILOWATT ENCLOSURES TO THE FIRST ACCESSIBLE DC LBW LOAD BEARING WALL DISCONNECTING MEANS PER ART. 690.31(E). MIN MINIMUM 8. ALL WIRES SHALL BE PROVIDED WITH STRAIN (N) NEW RELIEF AT ALL ENTRY INTO BOXES AS REQUIRED BY NEUT NEUTRAL UL LISTING. NTS NOT TO SCALE 9. MODULE FRAMES SHALL BE GROUNDED AT THE OC ON CENTER UL—LISTED LOCATION PROVIDED BY THE PL PROPERTY LINE MANUFACTURER USING UL LISTED GROUNDING P01 POINT OF INTERCONNECTION HARDWARE. PV PHOTOVOLTAIC 10. MODULE FRAMES, RAIL, AND POSTS SHALL BE SCH SCHEDULE BONDED WITH EQUIPMENT GROUND CONDUCTORS. S STAINLESS STEEL STC STANDARD TESTING CONDITIONS TYP TYPICAL UPS UNINTERRUPTIBLE POWER SUPPLY V VOLT Vmp VOLTAGE AT MAX POWER VICI N 1 I I MAP INDEX Voc VOLTAGE AT OPEN CIRCUIT W WATT WNEMA 3R, RAINIIGHT � PV1 COVER SHEET ��' PV2 SITE PLAN PV3 STRUCTURAL VIEWS PV4 UPLIFT CALCULATIONS LPV5 THREE LINE DIAGRAM LICENSE GENERAL NOTES - � � � Cutsheets Attached GEN #168572 1. ALL WORK TO BE DONE TO THE 8TH EDITION ELEC 1136 MR OF THE MA STATE BUILDING CODE. 2. ALL ELECTRICAL WORK SHALL COMPLY WITH THE 2014 NATIONAL ELECTRIC CODE INCLUDING ° I� MASSACHUSETTS AMENDMENTS. MODULE GROUNDING METHOD: ZEP SOLAR AHJ: North Andover rr REV BY DATE COMMENTS REV A NAME DATE COMMENTS UTILITY: National Grid USA (Massachusetts Electric) '= CONFIDENTIAL- THE INFORMATION HEREIN JOB NUMBER PREMISE OWNER DESCRIPTION: DESIGN: �B-0182215 00 ALLEN, ARTHUR ALLEN RESIDENCE " I rClt CONTAINED MALL NOT BE USED FOR THE Dustin Calhoun �� •_ � BENEFIT OF ANYONE D(CEPT SOLARCITY INC., MOUNTING SYSTEM: /��� O a Y NOR SHALL IT BE DISCLOSED IN WHOLE OR IN Comp Mount Type C 369 WAVER.LY RD 5.46 KW PV ARRAY PART TO OTHERS OUTSIDE THE RECIPIENT'S ORGANIZATION, EXCEPT IN CONNECTION WITH MODULES NORTH ANDOVER, MA 01845 THE SALE AND USE OF THE RESPECTIVE (21) REC # REC260PEZ 24 St Martin Drive,Building 2 Unit 11 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN PAGE NAME SHEET: REV: DATE Marlborough, MA 01752 PERMISSION OF SOLARCITY INC. INVERTER T: (650)638-1028 F: (650)638-1029 SOLAREDGE SE5000A—USOOOSNR2 (978) 360-4563 COVER SHEET PV 1 7/23/2015 (888)—SOL—CITY(765-2489) www.solarcity.com PITCH: 18 ARRAY PITCH:18 MP2 AZIMUTH:.176 ARRAY AZIMUTH: 176 MATERIAL:Comp Shingle STORY: 1 Story PITCH: 18 ARRAY PITCH:18 MP3 AZIMUTH: 176 ARRAY AZIMUTH: 176 MATERIAL: Comp-Shingle STORY: 1 Story PITCH: 16 ARRAY PITCH:16 MP4 AZIMUTH:266 ARRAY AZIMUTH:266 MATERIAL: Comp Shingle STORY. 2 Stories A - - o LEGEND Pi c AC 0 (E) UTILITY METER & WARNING LABEL D 3 L J Front Of House INVERTER W/ INTEGRATED DC DISCO �, Inv & WARNING LABELS L-- DC DC DISCONNECT & WARNING LABELS �Inv AC ® -AC DISCONNECT & WARNING LABELS AC © O Q DC JUNCTION/COMBINER BOX & LABELS STAMPED & SIGNED PANEL & LABELS FOR STRUCTURAL ONLY Lc LOAD CENTER & WARNING LABELS -:::J- MP2 DEDICATED PV SYSTEM METER B O - Q STANDOFF LOCATIONS JS01Jdlit SAM -- CONDUIT RUN ON EXTERIOR TOMAI CONDUIT RUN ON INTERIOR STRBJCTIJRAL ea = GATE/FENCE (E)DRIVEWAY No,51551 0 HEAT PRODUCING VENTS ARE RED GIS L_J INTERIOR EQUIPMENT IS DASHED 369-Waverly Rd Di JasonToman . - SITE E PLAN N Date:201 .23 12:38:09-07'00' Scale: 3/32" = 1' W E 01, 10' 21' S CONFIDENTIAL— THE INFORMATION HEREIN ao6 NUMBER: JB-01 82 215 00 PREMISE OVIER DESCRIPTION. DESIGN: CONTAINED SHALL NOT BE USED FOR THE ALLEN, ARTHUR ALLEN RESIDENCE Dustin Calhoun �:,;SOIafCit�/ BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: w.,� NOR SHALL IT BE DISCLOSED IN WHOLE OR IN Comp Mount Type C 369 WAVERLY RD 5.46 KW PV ARRAY PART_TO_OTHERS OUTSIDE...THE,RECIPIENT'S, ORGANIZATION, EXCEPT IN CONNECTION WITH MODULES - - - - NORTH- ANDOVER,-MA-01 845 - -- 24 St Martin Drive,Building 2, Unit 11 SOLARCITY EQUIPMENTT,, THE SALE AND USE THE REJECTIVE (21) REC # REC260PEZ PAGE NAME. SHEET: REV: DATE Marlborough,MA 01752 WITHOUT THE WRITTEN INYERTER L• (650)636-1026 F. (650)638-1029 PERMISSION OF SOLARCITY INC. SOLAREDGE SESOOOA—USOOOSNR2 (978) 360-4563 SITE PLAN PV 2 7/23/2015 (6B8)-SOL-CITY(765-2489) www.solarcityaam S1 (E) LBW TAMPED & SIGNED FOR STI UCTURAL ONLY (E) LBW ' JASON WIE IAM � SIDE VIEW 0 F M P2 NTS 70 N 6 0 STRUCTURAL Cn No.51554 MP2 X-SPACING X-CANTILEVER Y-SPACING Y-CANTILEVER NOTES LANDSCAPE 64" 23" STAGGERED NAL ` PORTRAIT 32" 14" Dig_ y Jason Toman Date:2015.07.23 12:38:02-07'00' RAFTER 2X10 @ 16" OC ROOF AZI 176 PITCH 18 STORIES: 1 ARRAY AZI 176 PITCH 18 Comp Shingle S1 PV MODULE 5/16 BOLT WITH LOCK INSTALLATION ORDER & FENDER WASHERS LOCATE RAFTER, MARK HOLE ZEP LEVELING FOOT (1) LOCATION, AND DRILL PILOT " ZEP ARRAY SKIRT (6) HOLE. (4) (2) SEAL PILOT HOLE WITH POLYURETHANE SEALANT. 0 12'-8» ZEP COMP MOUNT C ZEP FLASHING C (3) (3) INSERT FLASHING. (E) LBW (E) COMP. SHINGLE_ - (4) PLACE MOUNT. SIDE VIEW OF M P4 NTS _ (1) - D (E) ROOF DECKING (2) INSTALL LAG BOLT WITH 5/16° DIA STAINLESS (5) GSEALING WASHER. STEEL LAG BOLT LOWEST MODULE SUBSEQUENT MODULESINSTALL LEVELING FOOT WITH MP4 X-SPACING X-CANTILEVER Y-SPACING Y-CANTILEVER NOTES WITH SEALING WASHER (6) BOLT & WASHERS. LANDSCAPE 64" 23" STAGGERED (2-1/2" EMBED, MIN) PORTRAIT 32" 14" (E) RAFTER 1 STANDOFF RAFTER 2X10 @ 16" OC ARRAY AZI 266 PITCH 16 ROOF AZI 266 PrTCHI 16 STORIES: 2 S 1 Scale: 1 1/2" = 1' Comp Shingle CONJB-01 82215 0 0 PREMISE OWER. DESCRIPTION: DESIGN: CONFIDENTIAL— THE INFORMATION HEREIN ,A)8 NUMBER: \\► � CONTAINED SHALL NOT E USED FOR THE � SolarC�ty ALLEN, ARTHUR ALLEN RESIDENCE Dustin Calhoun NOR SHALL IT BE N WHROLE ORCITY CIN "o'"�"�S'"�TE"� 369 WAVERLY RD 5.46 KW PV ARRAY �.��� PART TO OTHERS OUTSIDE THE RECIPIENTS Com Mount T e C ORGANIZATION, EXCEPT IN CONNECTION WITH MODULES: NORTH ANDOVER, MA 01845 THE SALE AND USE OF THE RESPECTIVE (21) REC # REC260PEZ 24 St Martin MarlbDive,orough,BA 01 2 Unit 11 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN PAGE NAME: SHEET: RM. DATE T: (650)638-1286, - (650)638-1029 PERMISSION OF SOLARCITY INC. IOC' SOLAREDGE SE5000A—USOOOSNR2 (978) 360-4563 STRUCTURAL VIEWS PV 3 7/23/2015 (888)—SOL—CITY(765-2489) w.,,.eolarcltr.c«n UPLIFT CALCULATIONS SEE SEPARATE PACKET FOR STRUCTURAL CALCULATIONS. CONFIDENTIAL— THE INFORMATION HEREIN OB NUMBERPREMISE OWNER: DESCRIPTION: DESIGN. CONTAINED SHALL NOT BE USED FOR THE JB-01 82215 00 SolarCi ALLEN, ARTHUR ALLEN RESIDENCE Dustin Calhoun }`�; BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: �.�„ 1.�/ NOR SHALL IT BE DISCLOSED IN WHOLE OR IN Com Mount Type C 369 WAVERLY RD 5.46 KW PV ARRAY ►,. PART TO OTHERS OUTSIDE THE RECIPIENTS ORGANIZATION,EXCEPT IN CONNECTION WITH ODULES: NORTH ANDOVER, MA 01845 THE SALE AND USE OF THE RESPECTIVE (21) REC # REC260PEZ 24 St Makin Drive,Building 2,Unit 11 SOLARCITY-EQUIPMENT,•WITHOITT-THE-WRITTEN- ---- - - PAGE NAME - �— -` SHEET: REt DATE* Mafl=gh,MA 01752 - PERMISSION OF sotaRgTY INC. IN VERTER: 978 360-4563 T: (650)638-1028 F. (650)638-1029 SE5000A—USOOOSNR2 UPLIFT CALCULATIONS PV 4 7/23/2015 (688)—SOL—CITY -2a6s) wwn.eala�altyaam GROUND SPECS MAIN PANEL SPECS GENERAL NOTES INVERTER SPECS MODULE SPECS LICENSE BOND (N) #8 GEC TO TWO (N) GROUND Panel Number:LC304081200 Inv 1: DC Ungrounded LINV -(1)SOLAREDGE #SE5000A-USOOOSNRF LABEL: A -(21)REC # REC260PEZ GEN #168572 ODS AT PANEL WITH IRREVERSIBLE CRIMP Meter Number:12854936 Tie-In: Supply Side Connection Inverter; 50 OW, 240V, 97.57aa w Unifed Disco and ZB,RGM,AFCI PV Module; 260W, 236.6W PTC, MC4, 40mm, Black Frame, ZEP Enabled ELEC 1136 MR Underground Service Entrance Voc: 37.8 Vpmax: 30.7 Isc AND Imp ARE SHOWN IN THE DC STRINGS IDENTIFIER E 200A MAIN SERVICE PANEL E 20OA/2P MAIN CIRCUIT BREAKER Inverter 1 (E) WIRING CUTLER-HAMMER Disconnect CUTLER-HAMMER 41, 20OA/2P 4 Disconnect 3 SOLAREDGE C+A 30A SE5000A-USOOOSNR2 C- MP 4: 1x13 F: EGC L2 DC+ I N t I 2 (E) LOADS GND _ ____ GND _-_______________________ _EGC/ ___ q:� DC+ GEC TN DG c MP 2: 1x8 i GND D r---J __ EGC- ------ ------------- G --------- --------*J I I N I (1)Conduit Kit; 3/4'EMT - _J c _EGC/GEC I I I I TO 120/240V ' SINGLE PHASE I I � l UTILITY SERVICE I I I i I PHOTO VOLTAIC SYSTEM EQUIPPED WITH RAPID SHUTDOWN Voc* = MAX VOC AT MIN TEMP oTT -(2)Ground Rod; 5/8' x 8', Copper e (1)CUTLER-HAMMER #DG222NRB \/ (21)SOLAREDGE AP300-2NA4AZS + (2)ILSCO PC 4/0-/6 ^ Disconnect- 60A, 24OVac, Fusible, NEMA 3R AC P v PowerBox O'ptimizer, 30OW, H4, OC to DC, ZEP DC Insulation Piercing Connector; Main 4/D-4, Tap 6-14 Q (1)CUTLER-HAMMER $DG221URB nd (1)AWG#6, Solid Bare Copper S SUPPLY SIDE CONNECTION. DISCONNECTING MEANS SHALL BE SUITABLE v Disconnect; 30A, 24OVac, Non-Fusible, NEMA 3R AS SERVICE EQUIPMENT AND SHALL BE RATED PER NEC. _(l)CUTLER- AMMER gDG030NB -(1)Ground Rod; 5/8'x 8', Copper Ground�Neutral I it; 30A,General Duty(DG) (N) ARRAY GROUND PER 690.47(D). NOTE: PER EXCEPTION NO. 2, ADDITIONAL ELECTRODE MAY NOT BE REQUIRED DEPENDING ON LOCATION OF (E) ELECTRODE (1 Awr,16, THWN-2, Black 1 AWG X110, THWN-2, Black (2)AWG#10, PV Wire, 60OV, Black Voc 500 VDC Isc =15 ADC 4 (i)AWG#6, THWN-2, Red 3 (1)AWG y10, THWN-2, Red 1 °0 1 AWG O� 1)AWG O� O�( ) I{6, Solid Bare Copper EGC Vmp =350 VDC Imp=9.53 ADC ( #6, THWN-2, White NEUTRAL Vmp =240 VAC Imp=21 AAC (1)AWG#10, THWN-2, White NEUTRAL Vmp =240 VAC Imp=21 AAC (1)Canduit Kit;.3/4'.EMT . ... . . .. .. . . .. . . .. .... . . . . .. .... .. .... . . ... ....-(1)AWG/6,,Solid Bare,Copper, GEC,.. , (1)Conduit.Kit;.3/4',EMT, ,,,,,, ,, , ,, , , , ,,-(1)AWG A.THWN-2,,green , , EGC/GEC.-(1)Conduit,Kit;,3/4'.EMT (2 AWG X10, PV Wire, 600V, Bladc Voc* =500 VDC Isc=15 ADC .. . . . . . . .... 2 ff(1)AWG#6, Solid Bare Copper EGC Vmp =350 VDC Imp=5.87 ADC (1)Canduit Kit;,3/4',EMT .. . .. . . .. . . .. ... . .. .... .. . . ...... .. ..... . CONFIDENTIAL- THE INFORMATION HEREIN JOB NUMBER: PREMISE OWNER. DESCRIPTION: DESIGN: CONTAINED MALL NOT BE USED FOR THE J B-0182215 0 ■ ALLEN, ARTHUR ALLEN RESIDENCE Dustin Calhoun BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: .;;,SOlarClty NOR SHALL IT BE DISCLOSED IN WHOLE OR IN Comp Mount Type C 369 WAVERLY RD 5.46 KW PV ARRAY PART TO OTHERS OUTSIDE THE RECIPIENTS ORGANIZATION, EXCEPT IN CONNECTION WITH MODULES NORTH ANDOVER, MA 01845 THE SALE AND USE OF THE RESPECTIVE 21 REC u REC260PEZ 24 St.Martin Drive,Binding 2 Unit 11 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN A PAGENAME: SHEET: REV: DATE Marlborough,MA 01752 PERMISSION OF SOLARgTY INC. INVERIIR T: (650)638-1026 F: (650)638-1029 SOLAREDGE SE5000A-USOOOSNR2 (978) 360-4563 THREE LINE DIAGRAM PV 5 7/23/2015 (886}SOL-aTY(765-2469) www.sdarcItycam l x ft solar=oo � f Solar=ooSolarEdge Power Optimizer Module Add-On for North America P300 P350 P400 SolarEdge Power Optimizer / / - 601-cell P350 P400� Module Add-On For North America (for IP (for 72-cell PV (for 96 cell PV modules)V modulesl modules) - P300 I P350 / P400 o � INPUT - - - -- - .. Rated Input DC Powell ��•_� �300350 _ 400 W r ® Absolute Maximum Input Voltage(Voc at lowest temperature) 48 60 80 ! Vdc MPPT Operating Range 8-48 8-60 8-80 -Vdc - - _ Maximum Short Circuit Current(Isc) 10 I Adc _ � ® a _ _Maximum DC Input Current 12.5 - I Adc Maximum Efficiency 99.S _ % Weighted Efficiency 98.8 % Overvoltage Category II OUTPUT DURING OPERATION(POWER OPTIMIZER CONNECTED TO OPERATING INVERTER) _® Maximum Output Current 15 Adc _ Maximum Output Voltage ) -60_ __ _ — Vdc__ - _ OUTPUT DURING STANDBY(POWER OPTIMIZE_R DISCONNECTED FROMINVERTER OR INVERTER OFF) SafetyOutput Voltage per Power Optimizer - �';: STANDARD COMPLIANCE_.._ __..._.._— _. ...... _._._......_. ... _�, ., EMC FCC Part15 Class B,IEC61000 6-2,IEC61000-6-3 - r.� Safety IEC62109-1(class 11 safety),UL1741 RoHS _- .. - ___ .._— — ... __ Yes — -- INSTALLATION SPECIFICATIONS Maximum Allowed System Voltage 1000 Vdc Dimensions(W x L x H) 141x212 x 40.5/5.55 x 8.34 x 1.59 i mm/in Weight(including cables) 950/2.1 gr/Ib , Input Connector MC4/Amphenol/Tyco - - F, Output Wire Type/Connector Double Insulated;Amphenol _ Output Wire Length 0.95/3.0 I 1.2/3.9 m/k Operating Temperature Range -40-+85/-40-+185 •C/'F h Protection Rating IP65/NEMA4 .rf E „ v Relative Humidity0-100 % �., R.-src vows,or me�wom�Moem.or omsnnowKno�aM.Rnow.a. m - _ - PV SYSTEM DESIGN USING A SOLAREDGE SINGLE THREE PHASE THREE PHASE INVERTER a<- R E P 208V 480V RASE i • ..i: PV'po"r optlmlzat)Qi1 at the module-levet Minimum String Length(Power Optimizers) 8 � 10 i 18 Maximum String Length(Power Optimizers) 25 25 ! 50 i - €1p to 25%more energy I , t + Superior efficiency(99.5%) Maximum Power per String 5250 6000 12750 W 11 Parallel Strings of Different Lengths or Orientations Yes Mitigates all types of module mismatch losses,from manufacturing tolerance to partial shelling E j -•Flexible system design for maximum:space utilization - ,;FastInstallationwithasinglebolf - - Next generation maintenance with module-level monitoring Module-level voltage shutdown for installer and firefighter safety USA - GERMANY - ITALY - FRANCE - JAPAN - CHINA - ISRAEL - AUSTRALIA www.solared e.us ti • I I Jl g � 11{j t It _ Single Phase Inverters for North America e =a & s o 1 a r e © SE3000A-US/SE380OA-US/SE5000A-US/SE6000A-US/ solarSo SE7600A-US/SE10000A-US/SE11400A-US SE3000A-US SE3800A-US SESOOOA A-US i SE11400A-US OUTPUT _ -.._::-. - - .:. ... ..... _....... ...... SolarEd a Single Phase inverters �� Nominal AC Power Output 3000 3800 5000 I 6000 7600 9980 @ 208V 11400 _ VA g g ( 10000 @240V '� -" `. Max.AC Power Output 3300 4150 5400 @ 208V 6000 8350 10800 @ 208V 12000 VA For North America 5450@240V i 10950@240V AC Output Voltage Min:Nom.-Max.* � � SE3000A-US/.SE3800A-US/SE5000A-US/SE6000A-US/ 183-208-229 Vac AC Output Voltage Min.-Nom.-Max.* � � ✓ � � � � SE760OA-US/SE10000A-US/SE1140OA-US J 211-240-264 Vac AC Frequency Min.-Nom.-Max.* 59.3-60-60.5(with HI country setting 57-60-60.5) Hz Max.Continuous Output Current 12.5 I 16 24 @ 208V I 21 @ 240V I 25 I 32 42 @ 48 @ 208V 240V I 47.5 A ..._ ... .. v" GFDI 1 - A , I _ Utility Monitoring,Islanding - „ Protection,Country Configurable Yes _ ": uerPef Thresholds INPUT Recommended -Max.-D.C Power** 750 _ 7_50 6250 i i2._4._00.� 1425-0._-- -._Wv%RP', T 3750 4 _W .,...W_ = Transformer-less,Ungrounded Yes 49 w *.> Max.Input Voltage 500 _ Vdc Nom.DC Input Voltage 325 @ 208V/350 @ 240V - Vdc F - Max.Input Current*** 9.5 13 16.5 @ 208V j 18 23 33 @ 208V 34.5 Adc 11 15.5 @ 240V 30.5 @ NOV Max.Input Short Circuit Current 30 45 Adc Reverse-Polarity Protection Yes Ground-Fault Isolation Detection 600ka Sensitivity Maximum Inverter Efficiency 97.7 98.2 98.3 98.3 98 98 98 -I" CEC Weighted Efficiency I 97.5 j 98 97.985 @ 2 208V 5 @ 2 24V0 97.5 97.5 97 @ 2 97.5 97. 4 Nighttime Power Consumption <2.5 <4 - W DIDITI AL ES A pportedhCommuni ation Interfaces RS485,RS232,Ethernet,ZigBee(optional)--°-� •, Revenue Grade Data,ANSI 012.1.. Optional : .- STANDARD COMPLIANCE _,. Safety UL1741,UL16996,UL1998,CSA 22.2 . - Grid Connection Standards IEEE1547 z Emissions SPECIFICATIONS FCC part15 class a n` INSTALLATION I AC output conduit size/AWG range 3/4"minimum/24-6 AWG 3/4"minimum/8-3 AWG DC input a wt size/ of strings_ / 30 5 x 1. 5 x 7 / I / nd ize k AWG range � 3/4"minimum/1-2 strings/24-6 AWG 3/4"minimum/1,2 strings/14-6 AWG - _ _ Switch(HxWxD)AC/DC Safety i 775 x 315 x 172 3075 x 315 x 191 30.5 x 10.5 775 x _ x 260 in/ hAC/DCSafety-Switch 51. 3. .7 I / x 12 5 / 315 Weight with - 2/2 2 � 54 7/.24 88:4/40.1 b kg _ Cooling Natural Convection - Fans(user replaceable) The best choice for Solardgqe enabled systems Noise <25 <5D dBA b 1 Min.-Max.Operating Temperature -13 to+140/-25 to+60(CAN version-***-40 to+60) 'F -C - Integrated arc fault protection{Type 1)for NEC 20116x90.11 compliance � Range } Protection Rating NEMA3R - Superior efficiency(9895) - - - - - I -For other regional settings please contact solarEdge support 3 I Small lightweight and easy to install on provided bracket "Limited for locations where the yearly average high temperature sabove 77'F/25'C5"C and135%for locations where it is below 77'F/25'C.� For detailed leddinformation,refer to htto d idd, ai I - Built-in modelle-level monitoring - -A higher current source maybe used;the inverterwill limit its input current to the values stated. ••••CAN P/Ns are eligible for the Ontario FIT and microFIT(micm FIT on.SE11400A US CAN). - Internet connection through Ethernet or Wireless Outdoor and indoor installation - Fixed voltage inverter,DC/AC conversion only _- = l - Pre-assembled AC/DC Safety Switch for faster installation - - Optional-revenue grade data,ANSI C12.1C a � _ USA-GERMANY-ITALY-FRANCE-JAPAN-CHINA-AUSTRALIA-THE NETHERLANDS-ISRAEL t WWN.SOiBrE!t��2.US �z sem` ® ��• REE PEAK ENERGY ZUNK 5ERIE5 - 55.55 20.7 3 9.02 _. .. HIGH PERFORMANCE - -----__---- ..._-- !, EFFr_IENCY i SOLAR PANELS YEAR PRODUCT WARRANTY 25 YEAR LINEAR POWER OUTPUT WARRANTY REC PEAK47,24 VrxF US IMPORT DUTY FREE ENERGY I 4= O f�l TEMPERATURE RATINGS W 5 e r,Z, F ____.. .-.... -____ - --.__ ____-.( � � _ � NommalOperatingCehTemperature{NOC,j1 457 C(t2`C) 7N Temperature CoefficientofP,,, 040%J°C [— TemperatureCoefficlentotVoc -0,27*6/C a yti REC Peak Energy Z»I_inkSeries s01a1 Temperature Coefficientoft� x 0.024°t/'C All measurements in inches panels are the perfectghoice for building 1 solar systemsthatcombine longtaSting Nominal Power-PM,(Wp) 260 Cell Type; 6OREG17Emulti•cryStal4ne product quat` j with reliable power output. Watt Class Sorting-(Wp) ./-5 3 strings of20 ceils with bypass diodes REC CC)rnbin2stllghgLla(itydeslgnanCl Nominal Power Voltage 30.7 Glass! 0,125 in Solar glass with anti-reflection,treatment`' Nominal Power Current-IM„(A) 8.50 gackSheet: Double layer highly resistant polyester manufacturing standards to pr6duce highs- Open Circuit Voltage-Vnc(V) 37.8 Frame; Anodizedauminu`m(blackJ performance spar anelS.With,; Ia p Short Circuit Current-Isc(A) 9.01 2ep Groove compatible uncompromisirig quality. Panel Efficiency(%) 1S.8 Junction Box:. IP67rate4 0156 irr(12 AWG)solar cable,2x 4724 in The electrical characteristics are within 10%of the indicated values of 155c, ic aPrim at standard Test conditions(STC). Values at standard test conditions STC(armass AMl5,,rradiance 1000 W/mV',cellnd temperature77°F(25'C)). Connectors: H4Amphenol I 14 P4 ri At low irradiance of 200 W/m'IAM 1.5&cell temperature 77°F(25°C))at least 97%of the STC panel efficiency will be achieved. r(€ P €Ir Origin: Made in'5ingapbre MAXIM �wrrFNominal Power- (W 197 0 eratio iTem eraturq; -40...+1$5'F $5°C,p �� M� P) P P {-40...< �QMPP�1: Nominal Power Voltage-VM„(V) 29.0 M'iximum'SystemVoltage; 1000VUL Nominal PowerCurrent-IM„(A) 6.81 DestgnL4ad: SOlbs/ft2(2400Pa)long side MOREPOWER COMPATIBLEWITH ° PfRPT� ZEP6R6OVEPRAME Open Circuit Voltage-Vnc(V) 35.7 301bsffte(14.3Pa)short side Short Circuit Current-Is,(A) 7.24 Max Series Fuse Rating;; tSA. Nominal operating cell temperature NOCT(800W/m',AM1.5,windspeedIm/s,ambient temperature 68°F(20°C). NaxR@VerseCurrent: T 10 year product warranty. "Dimensions 6555x39,D2xl 7in(166SSx99tx4Omtn) CUL us 25 year linear power output warranty Area; 17,75ft(1.65m2) U5IMPORT EASY TO uSTeo (max.degressioninperformanceof0.7%p.a.). Weight:DUTYPRC^� dNSTALL g t: � � 43lbs(19.5kg) a ne. 11703,Fire rating:Type 1,ClassC Note! All given specifications afesubletttochange without notice ataoytime. REC is a leading global provider of solar energy solutions. With more than 15 years of experience,we offer sustainable,high performing REC products,services and investments for the solar industry.Together with our partners,we create value by providing solutions that better R 1`(`C1t'Ya7 1` meet the world's growing energy needs.REC is headquartered in Norway and listed on the Oslo Stock Exchange(ticker:RECSDL).Ourl,600 employees worldwide generated revenues of USD 647 million in 2013. www.recgroup.com I I s ABBREVIATIONS ELECTRICAL NOTES JURISDICTION NOTES A AMPERE 1. THIS SYSTEM IS GRID—INTERTIED VIA A AC ALTERNATING CURRENT UL—LISTED POWER—CONDITIONING INVERTER. BLDG BUILDING 2. THIS SYSTEM HAS NO BATTERIES, NO UPS. CONC CONCRETE 3. A NATIONALLY—RECOGNIZED TESTING DC DIRECT CURRENT LABORATORY SHALL LIST ALL EQUIPMENT IN EGC EQUIPMENT GROUNDING CONDUCTOR COMPLIANCE WITH ART. 110.3. (E) EXISTING 4. WHERE ALL TERMINALS OF THE DISCONNECTING EMT ELECTRICAL METALLIC TUBING MEANS MAY BE ENERGIZED IN THE OPEN POSITION, FSB FIRE SET—BACK A SIGN WILL BE PROVIDED WARNING OF THE GALV GALVANIZED HAZARDS PER ART. 690.17. GEC GROUNDING ELECTRODE CONDUCTOR 5. EACH UNGROUNDED CONDUCTOR OF THE GND GROUND MULTIWIRE BRANCH CIRCUIT WILL BE IDENTIFIED BY HDG HOT DIPPED GALVANIZED PHASE AND SYSTEM PER ART. 210.5. 1 CURRENT 6. CIRCUITS OVER 250V TO GROUND SHALL Imp CURRENT AT MAX POWER COMPLY WITH ART. 250.97, 250.92(6). Isc SHORT CIRCUIT CURRENT 7. DC CONDUCTORS EITHER DO NOT ENTER kVA KILOVOLT AMPERE BUILDING OR ARE RUN IN METALLIC RACEWAYS OR kW KILOWATT ENCLOSURES TO THE FIRST ACCESSIBLE DC LBW LOAD BEARING WALL DISCONNECTING MEANS PER ART. 690.31(E). MIN MINIMUM 8. ALL WIRES SHALL BE PROVIDED WITH STRAIN (N) NEW RELIEF AT ALL ENTRY INTO BOXES AS REQUIRED BY NEUT NEUTRAL UL LISTING. NTS NOT TO SCALE 9. MODULE FRAMES SHALL BE GROUNDED AT THE OC ON CENTER UL—LISTED LOCATION PROVIDED BY THE PL PROPERTY LINE MANUFACTURER USING UL LISTED GROUNDING P01 POINT OF INTERCONNECTION HARDWARE. PV PHOTOVOLTAIC 10. MODULE FRAMES, RAIL, AND POSTS SHALL BE SCH SCHEDULE BONDED WITH EQUIPMENT GROUND CONDUCTORS. S STAINLESS STEEL STC STANDARD TESTING CONDITIONS TYP TYPICAL UPS UNINTERRUPTIBLE POWER SUPPLY V VOLT Vmp VOLTAGE AT MAX POWER VICINITY MAP INDEX Voc VOLTAGE AT OPEN CIRCUIT W WATT 3R NEMA 3R, RAINTIGHT 4 PV1 COVER SHEET PV2 SITE PLAN PV3 STRUCTURAL VIEWS �I PV4 UPLIFT CALCULATIONS LICENSE GENERAL NOTES ` PV5 THREE LINE DIAGRAM Cutsheets Attached GEN #168572 1. ALL WORK TO BE DONE TO THE 8TH EDITION ELEC 1136 MR OF THE MA STATE BUILDING CODE. ` 2. ALL ELECTRICAL WORK SHALL COMPLY WITH THE 2014 NATIONAL ELECTRIC CODE INCLUDING � MASSACHUSETTS AMENDMENTS. ' MODULE GROUNDING METHOD: ZEP SOLAR AHJ: North Andover 4f• REV BY DATE COMMENTS REV A NAME DATE COMMENTS a UTILITY: National Grid USA (Massachusetts Electric) v. J B-0182215 0 0 PRE6SE oV"� oE�RIPTION: DESIGN: CONFIDENTIAL— THE INFORMATION HEREIN JOB NUMBER: Dustin Calhoun `r';�OI���'�` CONTAINED SHALL NOT BE USED FOR THE ALLEN ARTHUR ALLEN RESIDENCE Y BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: NOR SHALL IT BE DISCLOSED IN WHOLE OR IN Comp Mount Type C 369 WAVERLY RD 5.46 KW PV ARRAY wo PART TO OTHERS OUTSIDE THE RECIPIENT'S ORGANIZATION, EXCEPT IN CONNECTION WITH MODULES. NORTH ANDOVER, MA 01845 THE SALE AND USE OF THE RESPECTIVE (21) REC # REC260PEZ 24 St.Martin Drive. MABuil01g 2 unit II SOLARCITY EQUIPMENT, WITHOUT THE WRIIIEN PAGE NAME SHEET: REV: DATE Marlborough,MA 01752 29 PERMISSION OF SOLARCITY INC. INVERTER: /978 360-4563 PV 1 7/23/2015 (888)—(SOL,CITY(765-2489)638--102B F: 85 www.sdarcotycoT SOLAREDGE SE5000A—USOOOSNR2 l ) COVER SHEET PITCH: 18 ARRAY PITCH:18 MP2 AZIMUTH: 176 ARRAY AZIMUTH: 176 MATERIAL: Comp Shingle STORY. 1 Story PITCH: 18 ARRAY PITCH:18 MP3 AZIMUTH: 176 ARRAY AZIMUTH: 176 MATERIAL:Comp Shingle STORY: 1 Story PITCH: 16 ARRAY PITCH:16 MP4 AZIMUTH:266 ARRAY AZIMUTH:266 MATERIAL: Comp Shingle STORY: 2 Stories A a LEGEND Pik rqC 0 (E) UTILITY METER & WARNING LABEL Front Of House a INVERTER W/ INTEGRATED DC DISCO & WARNING LABELS L-- OC DC DISCONNECT & WARNING LABELS Inv,': AC © AC DISCONNECT & WARNING LABELS AC © O O DC JUNCTION/COMBINER BOX & LABELS STAMPED 8t SIGNED DISTRIBUTION PANEL & LABELS FOR T UCTURA ONLY LC LOAD CENTER & WARNING LABELS MP2 O � M DEDICATED PV SYSTEM METER B JASON W1> Q STANDOFF LOCATIONS �— CONDUIT RUN ON EXTERIOR TO AN r" --- CONDUIT RUN ON INTERIOR 0 STRUCTURAL 0, GATE/FENCE No 5155 Q HEAT PRODUCING VENTS ARE RED (E)�RTvewnY INTERIOR EQUIPMENT IS DASHED L_-J 369 WaverlyRd Di tO Jason Toman N Date:201 . .23 12:38:09-07'00' SITE PLAN Scale: 3/32" = 1' WE 01, 10' 21'1 + S CONFIDENTIAL— THE INFORMATION HEREIN JOB NUMBER: PREMISE OWNER: DESCRIPTION: DESIGN: CONTAINED SHALL NOT BE USED FOR THE J B-0182215 �� ALLEN, ARTHUR ALLEN RESIDENCE Dustin Calhoun SolarCity. BENEFIT OF ANYONE EXCEPT SOLARgTY INC., MOUNTING SYSTEM:NOR SHALL IT BE DISCLOSED IN WHOLE OR IN Com Mount T e C 369 WAVERLY RD 5.46 KW PV ARRAY �� PART TO OTHERS OUTSIDE THE RECIPIENTS ORGANIZATION,EXCEPT IN CONNECTION WITH MODULE- NORTH ANDOVER, MA 01845 THE SALE AND USE OF THE RESPECTIVE (21) REC # REC260PEZ - 24 St.Martin Drive,Building 2,Unit 11 SOLARCITY EQUIPMENT-WTHOUT_THE-WRITTEN_ - — PAGE NAME SHEET: REV: DATE: Marlborough.MA 01752 PERMISSION of SOLARgTY INC. MvOL (978 360-4563 PV 2 7/23/2015 (688j-SOL (765-2489jsswrn.sda�ycom SOLAREDGE SE5000A—USOOOSNR2 C ) SITE PLAN 0 S S1 (E) LBW . STAMPED & SIGNED FOR STRUCTURAL ONLY 0 12'-6" (E) LBW JA Ot WIL IAM SIDE VIEW OF M P2 NTS � TO AN 6 0 STRUCTURAL Ch No 51554 MP2 X-SPACING X-CANTILEVER Y-SPACING Y-CANTILEVER NOTES �„ *� °� LANDSCAPE 6411 23" STAGGERED Dig' y Jason Toman PORTRAIT 32 14 Date:2015.07.23 12:38:02-07'00' RAFTER 2X10 @ 16" OC ROOF AZI 176 PITCH 18 ARRAY AZI 176 PITCH 18 STORIES: 1 Comp Shingle PV MODULE S 5/16 BOLT WITH LOCK INSTALLATION ORDER & FENDER WASHERS LOCATE RAFTER, MARK HOLE ZEP LEVELING FOOT (1) LOCATION, AND DRILL PILOT " ZEP ARRAY SKIRT (6) HOLE. (4) C(2)FSIALPILOT HOLE WITH OLYURETHANE SEALANT. 0 12'-8" ZEP COMP MOUNT C ZEP FLASHING C (3) (3) INSERT FLASHING. (E) LBW (E) COMP. SHINGLE (4) PLACE MOUNT. SIDE VIEW OF M P4 NTS (') D (E) ROOF DECKING (2) INSTALL LAG BOLT WITH 5/16" DIA STAINLESS (5) T(5) SEALING WASHER. STEEL LAG BOLT LOWEST MODULE SUBSEQUENT MODULES INSTALL LEVELING FOOT WITH MP4 X-SPACING X-CANTILEVER Y-SPACING Y-CANTILEVER NOTES WITH SEALING WASHER G(6) BOLT & WASHERS. LANDSCAPE 64" 23" STAGGERED (2-1/2" EMBED, MIN) (E) RAFTER PORTRAIT 32" 14" ROOF AZI 266 PITCH 16STANDOFF RAFTER 2X10 @ 16 OC ARRAY AZI 266 PITCH 16 STORIES: 2 S 1 1 Scale: 1 1/2" = 1' Comp Shingle J B-0182215 0 PREMISE OWNER` DESaaPTION: DESIGN: CONFIDENTIAL- THE INFORMATION HEREIN JOB NUMBER \\ ,�SolarCity CONTAINED SHALL NOT BE USED FOR THE ALLEN, ARTHUR ALLEN RESIDENCE Dustin Calhoun �,`' BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: prow NOR MALL IT BE DISCLOSED IN WHOLE OR IN Comp Mount Type C 369 WAVERLY RD 5.46 KW PV ARRAY PART TO OTHERS OUTSIDE THE RECIPIENTS ORGANIZATION, EXCEPT IN CONNECTION WITH [MODULES- NORTH ANDOVER, MA 01845 THE SALE AND USE OF THE RESPECTIVE (21) REC # REC260PEZ 2a St.Martin ghve, MABuil01g 2 Unit t1 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN PAGE NAME ��V REV DATE (650)M6381028h F:A(650)639-1029 PERMISSION OF SOLARCNTY INC. INVERTERSOLAREDGE SE5000A—USOOOSNR2 (978) 360-4563 STRUCTURAL VIEWS 3 7/23/2015 (888)—SOL—CITY(765-2499) www.solarcity.com UPLIFT CALCULATIONS SEE SEPARATE PACKET FOR STRUCTURAL CALCULATIONS. J B-0182215 0 0 PREMISE OWNER: DESCRIPTION: DESIGN: CONFIDENTIAL— THE INFORMATION HEREIN ,p6 NUMBER \\� CONTAINED SHAM NOTUSED FOR THE ALLEN' ARTHUR ALLEN RESIDENCE Dustin Calhoun , . BENEFIT WH T OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM:NOR 1 r• NOR ALL IT BE DISCLOSED IN OLE OR IN Comp Mount Type C 369 WAVERLY RD 5.46 KW PV ARRAY � PART TO OTHERS OUTSIDE THE RECIPIENTS ORGANIZATION, EXCEPT IN CONNECTION WITH MODULES: NORTH ANDOVER, MA 01845 24 St.Martin Drive,Building 2,Unit 11 THE SALE AND USE OF THE RESPECTIVE _ _(21 .—REC_#_ REC260PEZ PAGE NAME 1�y REV DATE Marlborough,MA 01752 SOLARCITY EQUIPMENT,—WITHOUT THE WRITTEN INVERTER: T. (650)638-1026 F: (650)638-1029 PERMISSION OF SOLARCITY INC. SCILAREDGE SE5000A—USOOOSNR2 (978) 360-4563 UPLIFT CALCULATIONS 4 7/23/2015 (888)-SOL—CITY(765-2489) www•solarcitycom i + GROUND SPECS MAIN PANEL SPECS GENERAL NOTES INVERTER SPECS MODULE SPECS LICENSE BOND N 8 GEC TO TWO N GROUND Panel Number:LC304OB1200 Inv 1: DC Ungrounded GEN #168572 ( ) # ( ) Meter Number: Tie-In: Supply Side Connection INV 1 -(1)SOerter; E#SE5000A-USOOOSNR LABEL: A -(21)REV # dule; 260 ELEC 1136 MR ODS AT PANEL WITH IRREVERSIBLE CRIMP PP Y Inverter; 50 0W, 240V, 97.5%; w�Unifed Disco and ZB,RGM,AFCI PV Module; 260W, 236.6W PTC, MC4, 40mm, Black Frame, ZEP Enabled Underground Service Entrance INV 2 Voc: 37,8 Vpmox: 30.7 INV 3 Isc AND Imp ARE SHOWN IN THE DC STRINGS IDENTIFIER �E 200A MAIN SERVICE PANEL E3 20OA/2P MAIN CIRCUIT BREAKER (E) WIRING CUTLER-HAMMER Inverter 1 Disconnect CUTLER-HAMMER I 20OA/2P 4 Disconnect 3 SOLAREDGE DC+ - A 303 SE5000A-USOOOSNR2 Dc MP 4: 1x13 B 2gav ----- -------- EGC------------------ � A L1 ----------- B �2 DC+ 1 N DC- 'IF 2 (E) LOADS GND _ ____ GND _-__ EGC/ DC+ I --------------------- - GEC ---1N DG + - - MP 2: 1x8 r---� -- EGC---- --------------------- ------------- G GND -----------------♦J I N (1)Conduit Kit; 3/4' EMT o EGCIGEC W � - Z I I I I I I _ GEC�-1 TO 120/240V SINGLE PHASE I I UTILITY SERVICE I I I I I I I I I PHOTO VOLTAIC SYSTEM EQUIPPED WITH RAPID SHUTDOWN Voc* = MAX VOC AT MIN TEMP POIS2)Ground Rod; 5/8'x 8, Copper A (I)CUTLER-HAMMER #DG222NRB /r\ Pv (21)SOLAREDGE P30D-2NA4AZS D� -(l2))ILSCO/IPC 4/0-/6 Disconnect; 60A, 24OVac, Fusible, NEMA 3R A PowerBox ptimizer, 30°W, H4, DC to DC, ZEP Insulation Piercing Connector; Main 4/0-4, Top 6-14 B (1)CUTLER-HAMMER DG221URB nd (1)AWG#6, Solid Bare Copper S SUPPLY SIDE CONNECTION. DISCONNECTING MEANS SHALL BE SUITABLE v Disconnect; 30A, 240Vac, Non-Fusible, NEMA 3R AS SERVICE EQUIPMENT AND SHALL BE RATED PER NEC. -(1)oGroiind�l MMERl�PGO33°General Duty(DG) -(1)Ground Rod; 5/8" x 8, Copper (N) ARRAY GROUND PER 690.47(D). NOTE: PER EXCEPTION NO. 2, ADDITIONAL ELECTRODE MAY NOT BE REQUIRED DEPENDING ON LOCATION OF (E) ELECTRODE 1 AWG® #6, THWN-2, Black 1 AWG X110,THWN-2, Black (2)AWG#10, PV Wire, 60OV, Black Voc 500 VDC Isc =15 ADC IcnF(1)AWG 16, THWN-2, Red OI- I (1)AWG#10,THWN-2, Red O c0o (1)AWG Q6, Solid Bare Copper EGC Vmp =350 VDC Imp=9.53 ADC Ir' (I)AWG#6, THWN-2, White NEUTRAL Vmp =240 VAC Imp=21 AAC L` (I)AWG#10, THWN-2, White NEUTRAL Vmp =240 VAC Imp=21 AAC (1 Conduit Kit;.3/j'.EMT .,.,..-(1)AWG#6,,Solid Bare.Copper, GEC., . (1)Conduit.Kit;,3/4'EMT, ,, ,,,, , ,, ,,,,, , ,-,(1)AWG#8,,1HWN-2,,Preen , , EGC/GEC.-(1)Conduit.Kit;.3/4",EMT, , , , ,. . (2 AWG#10, PV Wire,60OV, Black V. . ... .... ... . .. .. . . ... ... .. c* 500 VDC Isc=15 ADC O (11 AWG#6, Solid Bare Copper EGC Vmp =350 VDC Imp=5.87 ADC (1)Conduit Kit.3/4' EMT . . . ... . ... .. . .... ... .... ... . .. .. .. ...... .. J B-0182215 0 0 PREMISE OWNER DESCRIPTION: DESIGN: CONFIDENTIAL- THE INFORMATION HEREIN JOB NUMBER: CONTAINED SHALL NOT BE USED FOR THE ALLEN, ARTHUR ALLEN RESIDENCE Dustin Calhoun .;;Sola�City BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: NOR SHALL IT BE DISCLOSED IN WHOLE OR IN Comp Mount Type C 369 WAVERLY RD 5.46 KW PV ARRAY �1% PART TO OTHERS OUTSIDE THE RECIPIENTS ORGANIZATION, EXCEPT IN CONNECTION WITH MODULES: NORTH ANDOVER, MA 01845 THE SALE AND USE OF THE RESPECTIVE (21) REC # REC260PEZ 24 St Marlborough,MAMartin Drive, 01752 Unit 11 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN PAGE NAME SHEET- REV: -DATE PERMISSION OF SOLARCITY INC. 'SOLA 978 360-4563 PV 5 7/23/2015 (888}-��aTY(7e5-2489i65638-1029 SOLAREDGE SE5000A-USOOOSNR2 � ) THREE LINE DIAGRAM - 0 solar=oo solar=ooSolarEdge Power Optimizer � o Module Add-On for North America P300/ P350 / P400 SolarEdge Power Optimizer PI Paso P400 Module Add-On For North America — sDD -- - y (for 60 cell PV (for 72 cell PV (for 96-cell PV modules) modules) _. (..._ modules) P300 / P350 / P400 (® INPUT Rated Input DC Power�nl 300 350 400 W s` Absolute Maximum Input Voltage(Voc at lowest temperature) 48 60 80 Vdc zr' r MPPT Operating Range 8-48 8-60 8-80 Vdc Maximum Short Circuit Current(Isc) 10 Adc Maximum DC Input Current 12.5 Adc Maximum Efficiency 99.5 % l'or .„ Weighted Efficiency 98.8 % '� Overvoltage Category II �� OUTPUT DURING OPERATION(POWER OPTIMIZER CONNECTED TO OPERATING INVERTER) Maximum Output Current _ 15 Adc p ' '•' _ Maximum Output Voltage _ 60 Vdc - ` �- ® f OUTPUT DURING STANDBY(POWER OPTIMIZER__DISCONNECTED FROM INVERTER OR INVERTER OFF) 1 C' _ _ _... .._ .._.. .— .- .- -.. ._ -...._. a � �. tet. �" Safety Output Voltage per Power Optimizer_ 1 _ Vdc STAN DAR D COM PLIAN CE.___ _.s__._...._._....•.- ._.. ., .._ .._ - -- -.._.. a EMC �FCC Part15 Class B,IEC61000 6 2 IEC61000 6-3 Safety IEC62109-1(class II safety)UL1741 _ -�.._.. RoHS Yes INSTALLATION SPECIFICATIONS Maximum Allowed System Voltage g 1000 Vdc Dimensions(W x L x H) 141x212 x 40.5/555 x834 x 1.59 mm/in Weight 1 I ' Ilii Wei ht(including cables) 950/2.1 I gr/Ib i Y Input Connector .MC4/Amphenol/Tyco _ ' Output Wire Type/Connector Double lnsulated;Amphenol Output Wire Length 0.95/3.0 I 1.2/3.9 m/ft fffJ " Operating Temperature Range -40-+85/-40-+185 'C/'F Protection Rating IP65/NEMA4 Relative Humidity 0-100 I % DISI 5 STEM t GN USING A SOLAREDGETHREE PHASE THREE PHASE M _ ori x w INVERTER SINGLE PHASE 206V 4gOV I3 PV Power optimization at the module-level Minimum String Length(Power Optimizers) 8 10 T 18 Maximum String Length(Power Optimizers) 25 25 It 50 R up to 25%more eneFgy Superior efficiency(99.5%) Maximum Power per String 5250 6000 12750 W Parallel Strings of Different Lengths or Orientations Yes f. 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 Next generation maintenance with module-level monitoringa - - a r Module-level voltage shutdown for installer and firefighter safety - t I '�.,. USA - GERMANY - ITALY - FRANCE JAPAN - CHINA - ISRAEL - AUSTRALIA WWW.SOlaredge.US �' 1 §•;l: '� y ' I s s ' (a Sol a rMoe Single Phase Inverters for North America S =�;416 y. SE3000A-US/SE380OA-US/SE5000A-US/SE6000A-US/ SE760OA-US/SE1000OA-US/SE1140OA-US SE3000A-US SE380OA-USI SE5000A-US ISE6000A-US SE7600A-U5 SE10000A-US SE11400A-US� OUTPUT SolarEdge Single Phase Inverters ® Nominal AC Power Output 3000 3800 5000 6000 7600 9980 @ 208V 0000@240V 11400 I VA '- - - _ Max.AC Power Output 3300 4150 5400 @ 208V 6000 8350 10800 @ 208V 12000 VA For North America 5450 @240V 10950 @240V - AC Output Voltage Min.-Nom:Max.* � 1 � SE3000A-US/SE380OA-US/SE5000A-US/SE6000A-US/ 183-208-229 Vac AC Output Voltage Min.-Nom.-Max.* ✓ ✓ SE760OA-US/SE10000A-US/SE1140OA-US 211-240-264 Vac AC Frequency Min.-Nom.-Max.* 59.3-60-60.5(with HI country setting 57-60-60.5) Hz Max.Continuous Output Current 12.5 16 I 24 @ 208V l 25 I 32 48 @ 248V I 47.5 A , ice.• _ _. ...,. _ _,. ;i GFDI . 1 .( A Utility Monitoring,Islanding - t Protection,Country Configurable Yes + ��vertew Thresholds 3 :* zy INPUT ' r All feat+ F Recommended Max.DC Power** °f R�`I m' (STC) 3750 4750 6250 7500 9500 12400 14250 W . Warta ' �BfieRy\ � Transformer-less,Ungrounded _ Yes Max.Input Voltage ' 500 Vdc Nom.DC Input Voltage 325 @ 208V/350 @ 240V Vdc Max.Input Current*** 9.513 16.5 @ 208V 18 23 I 33 @ 208V I 34.5 Adc 15.5 @ 240V 30.5 @ 240V Max.Input Short Circuit Current 30 45 Adc Reverse-Polarity Protection Yes . Ground-Fault Isolation Detection 600ko Sensitivity ,Maximum Inverter Efficiency 97.7 98.2 98.3 98.3 98 98 98 97.5 @ 208V 975 97 97 @ 2 97.5 08V CEC Weighted Efficiency 97.5 98 98 @ 240V . .5 97.5 @ 240V Nighttime Power Consumption <2.5 <4 W AL Supported pportd l hACommunication Interfaces RS485,RS232,Ethernet,ZigBee(optional) Revenue Grade Data,ANSI Cl:.1 Optional . . STANDARD COMPLIANCE " Safety UL17 UL16998,UL1998, SA 22.2 5 41 C T Grid Connection Standards IEEE1547 Emissions FCC part15 class B INSTALLATION SPECIFICATIONS AC output conduit size/AWG rang 3/4"minimum/24-6 AWG 3/4"minimum/8-3 AWG DC input conduit size/#of strings/ ( „ [ _AWG range 3/4"minimum/1-2 strings/24-6 AWG 3/4"minimum/1-2 strings/14-6 AWG Dimensions with AC/DC 30.5x12.5x7/ 0.5x12.5x7.5/ 30.5x12.5x10.5/775x315x260 In/ ,�., - _ Switch(HxWxD) A 775 x 31S x 172 3775 x 315 x 191 mm - -- —� Weight with AC/DC Safety Switch 51.2/23.2 54.7/24.7 88.4/40.1 Ib/kg Cooling Natural Convection Fans(user replaceable) I - Noise <25 <50 dBA b The best choice for SolarEdgqe enabled systems� Min.-Max.Operating Temperature -13 to+140/-25 to+60(CAN version**"*-40to+60) 'F/'C Integrated arc fault protectioA(Type 1)for NEC 2011690,11 compliance � Range Superior efficiency(98%) Protection Rating I NEMA 3R •For other regi anal settings please contact SolarEdge support Small,lightweight and easy to install on provided bracket Limited to 125%for locations where the yearly average high temperature is above 777/25Y and to 135%for locations where its below 77'F/25'C. t For detailed information,refer to r r ,i Built-in mod U�e'IeVei monitoring - - $ ::*A highercurrent source maybe used;the nvenerwll limit its input current to the values stated. e P ••CAN P/Ns are eligible forthe Ontario FIT and m croFIT(microFlT exc SE11400A US-CAN). — Internet connection through Ethernet or Wireless F Outdoor and indoor installation — Fixed voltage inverter,DC/AC conversion only x � Pre-assembled AC/DC Safety Switch for faster installation Optional—revenue grade data,ANSI C12.1c . USA-GERMANY-ITALY-FRANCE-JAPAN-CHINA-AUSTRALIA-THE NETHERLANDS-ISRAEL www.solaredge.us r i ��• REE PEAK ENERGY Z-LINK SERIES .. 65.55±0.I HIGH PERFORMANCE —�=� EFFICIENCY SOLAR PANELS YEAR PRODUCT WARRANTY YEAR LINEAR POWER 25 OUTPUT WARRANTY REEPEAK 47,24. YrF US IMPORT.©LtTY FREE ENERGYTEMPERATURE RATINGS Lh KC SMEFSS _ _ nal Operating Ce Tomperatt4re{N0CT) 457C(t2°C)�/) Nomf d/J __ Tempe atureCoeffitt2ntofP,,,, 0.4f-w-C L JV�I�� __ t� l it _, _.. _. __. IV TemperatureCoefficlentofVic -0,27%J°6 REC [''' p �'• { „ TemperatrQ Coeffifentoflsc,r ;:. 0.124°!qj°C .. REC Peak Energy Zink 5erles solar All measurements in inches panels are the perfect choice fofrbuilding ELECTRICAL DATA @ STC REC260PEZ solar systems that combine lon lasting Nominal Power-PM„(Wp) 260 CellTy�e': 1160RECPEmultt drystalline` prQdUCt quality W 1th tellable pgtltE r OUpllt. WattClass Sorting-(Wp) +/-5 3 stri ngs of 20 cells with byftoss dlodes Nominal Power Voltage 30.7 Glassy 0.125 in solar glass with a nti-reflection REC cgmbinesbighqualitydesign and surfaolreatment manufacturing standards to produce high- NominalPower Current-IM„(A) 8.50 Backsheet, Doublelayerhighly resistant polyestar OpenCircuit voltage-Vo,(V) 37.8 Frame. Anodized aluminum(black) performance solar panels wit: ` ShortClrcuitCurrent-Ist(A) 9.01 Zep(xrot ecompetbi le uncompromising quality. Panel Efficiency(%) 15.8 Junction Box: IP67rated 0.156 in(12 AWG)solar cable,2 x 47,24 in The electrical characteristics are within 10%of the indicated valuesof 1pp Va and P,,,°eatstandardTestconditions(STC)- Values at standard test conditions STC(a7mass AM 15 irradiance 1000 W/m'cell temperature 77°F(25°C)). Connectors, H4Amphenol Ari At low irradiance of 200 W/m'(AM 1.5&cell temperature 77°F(25°C))at least 97%of the STC panel efficiency will be achieved. �'�- �' ` t Q to Ck4gins adeinSingapore Nominal Power-P_(Wp) 197 Operationzl7emperature: QP�\� ' Nominal POwerVoltage-VN„(V) 290 MaximumSystem Voltage: 1000VUL -z Nominal Power Current-IM„(A) 6.81 Designtoad:: 50tbs/fta(2400P�)long sid : MORE POWER COMPATIBLE VATH Open Circuit Voltage-V.(V) 35.7 30lbs/ft2(1436 Pa}short side PERFT2 2EPGROOVEFRAME ShortCircuitCurrent-Isc(A) 7.24 Max SeriesFuselkating: 15A + r Nominal operating cell temperature NOCT(800W/m'AM1.5,windspeedlm/s,ambient temperature 68°F(20°C). Max`RaverseCurrent: 15.A. 1 MECHANICAL r �r” 1ATA - FF g� 10 year product warranty. Dimensions: 65.55x39.02 x l.57 in(1665 x 99l x4O mm) c UL us 25 year linear power output warranty Ana: 7'75ft2(1,65m2) "IMPORT EASYTb' usteo (max.degressioninperformance ofO.7%p.a.)' Weight 431bs 1 OIITYFREE INSTALL {9.5'kg) n UL 1703.Fire rating:Type 1,Class C Nortel All given speciificationsaresubject€ochange + wu hontnstiteatanytime, T REC is a leading global provider of solar energy solutions.With more than 15 years of experience,we offer sustainable,high performing ^ products,services and investments for the solar industry.Together with our partners,we create value by providing solutions that better REC 1` meet the world's growing energy needs.REC is headquartered in Norway and listed on the Oslo Stock Exchange(ticker:RECSOL).OUf1,600 employees worldwide generated revenues of USD 647 million in 2013. www.recgroup.com