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Building Permit #123-2017 - 146 CHESTNUT STREET 8/8/2016
l BUILDING PERMIT taoRrH TOWN OF NORTH ANDOVER oa `` APPLICATION FOR PLAN EXAMINATION � R <oe.ac..e...c..�1• J Permit No#: 5 � Date Received �q q°RATE°�Pa�q`.2 Date Issued: IMPORTANT: Applicant must complete all items on this page LOCATION i' Cha"V I" PROPERTY OWNER,' Sh a'V0 n �_ a CO n }' iprint 1OG`Ye4r structure_ yes no MAP _PARCEL:. (00 ZONING DISTRICT: Historic District yes'' no Maclaine Shop Village yes; no { TYPE OF IMPROVEMENT PROPOSED USE Residential Non- Residential ❑ New Building WOne family ❑Addition ❑Two or more family ❑ Industrial ❑Alteration No. of units: ❑ Commercial Xl'o ❑ Repair, replacement ❑Assessory Bldg ❑ Others: i ❑ Demolition Cl-Other $p _ 77 Sept l7]Nei` O�Fl:oodpla n, fl'W Hand`s € �, Watershed District. __,Pate /Sewer I DESCRIPTION OF WORK TO BE PERFORMED: Ins= SOM e1CCb iCft1 1PG"r'&\S o0toyc1af- of exi t-iono, horY`k. `t•U 1of_ v1kCr coymnt-d W + yy\ Mxylt_S -c1 t( J1r COLA "'U\'Stt n . -- Identification- Please Type or Print Clearly OWNER: Name: QS Q)Vr X Phone: 1-11 - 8"$6-- Address: 14-lo Lb 2L M VA 'Contractor Name: Phone: gag - 2A 2arK Email: .S . Address: 0° r -cn 'lul Supervisors,Con"struction�License:- 1 n�D t Exp.. Date: 13 I l g Home Improvement License-- Exp. Date'. 2o,1-i. r ARCHITECT/ENGINEER V3M\ cyXYI E1ArR1iChq' Phone: 8$b - "fk�pV Address: ;LJ- SA- It u, VV n Ibo" �A ft Reg. No. 5 003� FEE SCHEDULE.BULDING PERMIT.$12.00 PER$1000.00 OF THE TOTAL ESTIMATED COST BASED ON$125.00 PER S.F. Total Project Cost: $ DA 000 FEE: $ Q,�V+ Check No.: Receipt No.: NOTE: Persons contracting with unregistered contractors do not have access to tl gu my Location —V Ci16ry,',rr No.1 J � ` Date C/r�} �k7 • - TOWN OF NORTH ANDOVER Certificate of Occupancy $ Building/Frame Permit Fee $ Lf Foundation Permit Fee $ Other Permit Fee $ TOTAL $ ' Check#7907041 / y � /� Building Inspector , J I � Plans Submitted ❑ Plans-Waived ❑ Certified Plot Plan ❑ Stamped Plans ❑ TYPE OF SEWERAGE DISPOSAL i Public Sewer ❑ Tanning/Massage/Body Art ❑ Swimming ng Pools ❑ Well ❑ ❑ Tobacco Sales Food Packaging/Sales ❑ Private(septic tank,etc. ❑ Permanent Dumpster on Site ❑ r THE FOLLOWING SECTIONS FOR OFFICE USE ONLY E INTERDEPARTMENTAL SIGN OFF - U FORM � PLANNING DEVELOPMENT Reviewed On Signature_ COMMENTS CONSERVATION Reviewed on Signature COMMENTS_ - I HEALTH Reviewed on Signature COMMENTS Zoning Board of Appeals: Variance, Petition No: Zoning Decision/receipt submitted yes Planning Board Decision: Comments Conservation Decision: Comments c' Wafter& Sewer Connection/Signature& Date Driveway Permit DPW Town Engineer: Signature: FIRE DEPART _�MENLocated 384 Osgood Street SM o� s Located at 124 Main S� --- Fire D.' ep,artrnenLtis-iz ig ture%date .� ' !COMMENT 4 I f Dimension Number of Stories: Total square feet of floor-area, based on Exterior dimensions. Total land area, sq. ft.: j ELECTRICAL: Movement of Meter location, mast or service drop re ;vires a Electrical Inspector Yes No approval of DANGER ZONE LITERATURE: Yes No MGL Chapter 166 Section 2 AA—F and G min.$100-$1000 fine NOTES and DATA-- (For department use) I i I ® Notified for pickup Call Email DateTime Contact Name Doa.Building Pennit Revised 2014 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 4&, Photo Copy Of H.I.C. And/Or C.S.L. Licenses 4. 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 ;6 Copy Of Contract Floor/Cross Section/Elevation Plan Of Proposed Work With Sprinkler Plan And Hydraulic Calculations (If Applicablep 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 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 :;6 2012 IECC Energy code A6 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 Version#65.2 solarCity. PIL a''•• 0 Project/Job# 0183767 y��tµO RE: Installation Approval Letter WIt1JAMA. G ELDFUME ip, Project: Marconi Residence motto SOQ37 Chestnut St Nor G' g� North Andover, MA 01845 � �� QNtAL Date of Review 1/4/2017 AH] North Andover SC Office Wilmington To Whom It May Concern, On the above referenced project,the roof structural framing has been reviewed for additional loading due to the installation of the solar PV addition to the roof.The structural review, including the plans and calculations only apply to the section of roof that is directly supporting the solar PV system and its supporting elements. The capacity of the structural roof framing directly supporting the additional gravity loading due to the solar panel supports and modules had been reviewed and determined to be in accordance with the requirements of the MA Res. Code, 8th Edition. The work has been completed in accordance of the provisions of the approved permits of the applicable code. Should you have any further questions or requirements pertaining to this project, please do not hesitate to contact me. Digitally signed William A. Eldredge, P.E. bywlillam Professional Engineer Eldredge g Date:2017.01.04 T: 888.765.2489 x58636 09:13:59-05'00' email: weldredge@solarcity.com 0 L 3055 Clearview Way Safi Mateo,CA 94402 t(650)638-1028 (888)SOL-CITY v(650)638-102a solarcity.com NORT1i q Town of t _ 6 ndover No. * 40. ,h ver, Mass, d COC NIC„.W6 K. y1. S U BOARD OF HEALTH Food/Kitchen PERMIT T LD Septic System THIS CERTIFIES THAT der.j ,o& I BUILDING o Vi!'' INSPECTOR T � has permission to erect .......................... buildings on .......coo .!��i ..l........ ... Foundation ....., g Rou h to be occupied as . ... . ....... .. .... . .. . ................ .3...... . �.�......... ..I. .�.!� Chimney provided that the person accepting this permit shall in every respect conform to the terms of the application 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 MONTHS ELECTRICAL INSPECTOR UNLESS CONST ON Rough ervice ..... . . .... .... ........... ....... Final BUILDIN ECTO 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. DocuSign Envelope ID:492D466C-4476-4805-AB54-1B5EB8A9ED92 SolarCity I PPA Customer Name and Address Installation Location Date Sherry Marconi 146 Chestnut St 4/30/2016 146 Chestnut St North Andover,MA 01845 North Andover,MA 01845 Here are the key terms of your Power Purchase Agreement $0 13e701 yrs System installation cost Electricity rate gsr kWh Agreementt Tgrn 'n` � _ Initial here_ Initial here,__ DS The SolarCity Promise „y\ •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. „y� •We warrant, insure, maintain and repair the System. ......................................... ......................................................................... ........................................................................... Initial here. •We fix or pay for any damage we may cause to your property. •We provide 24/7 web-enabled monitoring at no additional cost. •The rate you pay us will never increase by more than 2.90%per year. •The pricing in this Agreement is valid for 30 days after 4/30/2016. Your SolarCity Power Purchase Agreement Details Your Choices at the End of the Initial Options for System Purchase: Amount due at contract signing Term: e At certain times,as specified in $0 •SolarCity will remove the System at no the Agreement,you may Est.amount due at installation cost to you. purchase the System. $0 .You can upgrade to a new System with .These options apply during the 20 the latest solar technology under a new year term of our Agreement and Est.amount due at building inspection $0 contract. not beyond that term. •You may purchase the System from Est.first year production SolarCity for its fair market value as 19,185 kWh specified in the Agreement. •You may renew this Agreement for u to Y g p ten(10)years in two(2)five(5)year increments. 3055 Clearview Way,San Mateo,CA 94402 888.765.2489 solarcity.com 1798060 Power Purchase Agreement,version 9.2.0,March 28,2016 SAPC/SEFA Compliant Contractors License MA HIC 168572/EL-1136MR Document generated on 4/30/2016 � a Copyright 2008-2015 SolarCity Corporation,All Rights Reserved DocuSign Envelope ID:492D466C-4476-4805-AB54-165EB8A9ED92 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:Sherry Marconi EXPLANATION OF THIS RIGHT. 24. ADDITIONAL RIGHTS TO CANCEL. DocuSigned by: IN ADDITION TO ANY RIGHTS YOU MAY HAVE TO CANCEL Signature: THIS PPA UNDER SECTION 23,YOU MAY ALSO CANCEL THIS PPA AT NO COST AT ANY TIME PRIOR TO Date: 4/30/2016 _ COMMENCEMENT OF CONSTRUCTION ON YOUR HOME. 25. Pricing The pricing in this PPA is valid for 30 days after 4/30/2016. If you don't sign this PPA and return it to us on or prior to Customer's Name: 30 days after 4/30/2016,SolarCity reserves the right to reject this PPA unless you agree to our then current pricing. Signature: �- Date: i Power Purchase Agreement SolarCity approved Signature: ' Lyndon Rive, CEO Date: 4/30/2016 Power Purchase Agreement,version 9.2.0,March 28,2016 1798060 N%M - Version#61.2-TBD K,po;::)olarCy.ItrooRU PIL July 21, 2016 RE: CERTIFICATION LETTER 'ItA VF Project/Job#0183767 W1LUAMA. Project Address: Marconi Residence EU)REJR• 146 Chestnut St U 5=7 North Andover, MA 01845 AHJ North Andover SC Office Wilmington Design Criteria: -Applicable Codes = MA Res.Code,8th Edition,ASCE 7-05,and 2005 NDS - Risk Category = II -Wind Speed = 100 mph, Exposure Category C -Ground Snow Load = 50 psf - MP1: 2x8 @ 16"OC, Roof DL = 11.5 psf, Roof LL/SL= 35 psf(Non-PV), Roof LL/SL = 22 psf(PV) - MP4: 3x8 @ 16"OC, Roof DL = 13.5 psf, Roof LL/SL= 35 psf(Non-PV), Roof LL/SL = 35 psf(PV) Note: Per IBC 1613.1; Seismic check is not required because Ss = 0.33365 < 0.4g and Seismic Design Category(SDC) = C< D To Whom It May Concern, A jobsite survey of the existing framing system of the address indicated above was performed by a site survey team from SolarCity. Structural evaluation was based on site observations and the design criteria listed above. Based on this evaluation, I certify that the existing structure,with upgrades specified in the plans, directly'supporting the PV system is adequate to withstand all loading indicated in the design criteria above based on the requirements of the applicable existing building and/or new building provisions adopted/referenced above. Additionally,I certify that the PV module assembly including all standoffs supporting it have been reviewed to be in accordance with the manufacturer's specifications and to meet and/or exceed all requirements set forth by the referenced codes for loading. The PV assembly hardware specifications are contained in the plans/docs submitted for approval. William A. Eldredge, P.E. Digitally signed by Professional Engineer William Eldredge T: 888.765.2489 x58636 Date:2016.07.22 email: weldredge@solarcity.com 12:01:33-04'00' 3055 Clearview Way San Mateo,CA 94402 T(650)638-1028 (888)SOL-CITY r(650)638-1029 solarcity.com N ! ,AFM•.-).A,—11 '47771'" :4545:.'.a 1&:1.tw CT H: ..:il•l;ti '1" 9.Df I' IL(-3-1-L D2 I.Ise,Tl 11i.,f 1': 1' N - ,E57 I 17M IL 15.�_'Mor' t' ,, l-Iter MF MD •'h JA$-M",41 4r" Ntl`•.47, 175,",M N-INJrrfp•tVHr:G15r1"t •�Eflr."^._;Ou Nht FE91 1,7759,,NV 't. t^tl?L17s.< A.'9�79 i r,lf,I 4,+1 of, 51Hb A7r5;(':I,1.i'A-.fP^11)543,, 4A.4!t:rry!'*t' Tx•Et r.Ub.`4 F, 9$. L5.1,VA LLE[7.'.L'',7s 47 iM r5 ':'NA s.�.AFf'714�1:5'�rLAF •u!�P7,;terr .13G G, r A 4.:4 Na•^.In 1 9/1,1• ,[M1 1 ka dH-17.^641r)n�,�,, 5�iff ` tl':V<l -..f Stl Ft tl t,N' 13b4-0CA- E4tl't!.' EI•• N1'R' .N 40 'V, ' Sl thft UT •t It 1'11: 1N 11 0.N6 -p•.utd ty 5•IBI f-3 e. t.-Y.Ll. A' ., tl•n[ 5�,4.voS I _.N' -.aC rywr...L-c" ,v9ty h»U. 'alta,hanr:,.r �t,A- .10-117.:.n4erl - •.n. t.t,t+Dv n+dmrr L�arrlur —141'.4 Y-.l t 1IL1 ti.VQ! 111r.r_4.C1 4i'r.wtl.vu rltl.I�."L Vj,(Lt.TAR 1. ,v CRs<t+SAL J'.5v)S' _414 0 altl-1— 4*c . ®\� Version#612-TBD RU r PIL �o. SOlarQt r a y HARDWARE DESIGN AND STRUCTURAL ANALYSIS RESULTS SUMMARY TABLES Landscape Hardware-Landscape Modules'Standoff Specifications Hardware X-X Spacing X-X Cantilever Y-Y Spacing Y-Y Cantilever Configuration Uplift DCR MP3 64" 24" 39" NA Staggered 50.8% MP4 64" 23" 39" NA Staggered 46.0% Portrait Hardware-Portrait Modules'Standoff Specifications Hardware X-X Spacing X-X Cantilever Y-Y Spacing Y-Y Cantilever Configuration Uplift DCR MPI 48" 1811 65" NA Staggered 63.4% MP4 32" 15" 65" NA Staggered 38.3% Structure Mounting Plane Framing Qualification Results Type Spacing Pitch Member Evaluation Results MPI Stick Frame 16"O.C. 32° Member Impact Check OK MP4 Stick Frame 16"O.C. 240 Member Analysis OK w/Upgrades as Specified in Plans Refer to the submitted drawings for details of information collected during a site survey. All member analysis and/or evaluation is based on framing information gathered on site.The existing gravity and lateral load carrying members were evaluated in accordance with the IBC and the IEBC. 3055 Clearview Way San Mateo,CA 94402 r(650)638-1028 (888)SOL-CITY F(650)638-1029 solarcity.com Al AR M elr.7.A7 FIC•f f41771,FC,..4:C.j.:A C50 H XM,La E-U041 CT tilt-43 173,ZLC A,a:,.D 0 't+C 6.:A1:.DC s..'1...;Lc,!1 60.52 FL E C7.,97N.,1L-t 152.MA^.:16fl57." t,11.1%'1 ND H.' ,..t MA Its' 'Jt +. �11-V 1111 f,�U, .1:,.SM NJ PI..HT0"Off'-1f.• ..4E61t7127:r ,ff4IF,e 'IV%,w ^.'!,+/1r a.l�+'.fig:fi;,..jl:'�+1y.�,H EL 477•..C;P'I:WiW9E','l_'62.PA t•f'Pa"•-'.4,A;11A..r 1'11 r n;'^311.'7,TEt...l,n IIT 87/f:tltA[1117'I'_'278.d1 EM:;56..'+WA r.f,l AP :P7. 4.+ it--:..A 1 +.,tla:5a 11_4.197' ,70$Putlian,P,xWl,k.,.0' A 11 116&4 JU-M- 't'Wrrl ....w''P—19-'r LT N i VA.$-.Ela ,:1a 1 C n,ed ETe.:ll.an Y1, *1^4s _'f-'Wa :t nt"fl ,1r 1 11,0, V' ,Nr%_IN.._;,�6�DCA AJ::a�.,u�•04d try$• a,,C W, i.[,,..c' �t:.ar.,t1.'. J A -, F1.d., L-..,•eft'.`AM, :moa. ,m(n jols,�.tyF nan.. y.L.-ie +et't,the Detana: hta Han.0 mel,.: t. nC'ete'+,a+e ll,-nxe:.u.nue,.�19C2Z VDC',rs erL•an L'...n•w:;41,•,! ..4:'n1e„t rn L,.ceneal'.11723 101024.PI L....,,,atl'.4ndw A.D "+0[LL T(`...:.!.reUr+w t,M, q�iR�.'.2-404`,T Lendw..smr•M6TL6 STRUCTURE ANALYSIS - LOADING SUMMARY AND MEMBER CHECK- MP1 Member Properties Summary MP1 Horizontal Member Spans Rafter Properties Overhang 0.10 ft Actual W 1.50" Roof System Properties Span 1 10.16 ft Actual D 7.25" Number of Spans w/o Overhang) 1 Span 2 Nominal Yes Roofing Material Comp FOR Span 3 A(in^2) 10.88 Re-Roof No Span 4 Sx(in.^3) 13.14 Plywood Sheathing No San 5 Ix !n^4 47.63 Board Sheathing Solid-Sheathing Total Rake Span 12.10 ft TL DefPn Limit 120 Vaulted Ceiling No PV 1 Start 0.83 ft Wood Species SPF Ceiling Finish 1/2"Gypsum Board PV 1 End 9.17 ft Wood Grade #2 Rafter Sloe 320 PV 2 Start Fb(psi) 875 Rafter Spacing 16"O.C. PV 2 End Fv(psi) 135 Top Lat Bracing Full PV 3 Start E(psi) 1,400,000 Bot Lat Bracing At Su orfs PV 3 End E-min(psi) 510,000 Member Loading Summary Roof Pitch 8/12 Initial Pitch Adjust Non-PV Areas PV Areas Roof Dead Load DL 11.5 psf x 1.18 13.6 psf 13.6 psf PV Dead Load PV-DL 3.0 psf x 1.18 3.5 psf Roof Live Load RLL 20.0 psf x 0.83 16.5 psf Live/Snow Load LL/SL1,2 50.0 psf x 0.7 1 x 0.44 35.0 psf 22.0 psf Total Load(Governing LC TL 1 1 48.6 psf 1 39.1 psf Notes: 1. ps=Cs*pf;Cs-roof,Cs-pv per ASCE 7[Figure 7-2] 2. pf=0.7(Ce)(CO(IS)N; Ce=0.9,Ct=1.1,I,=1.0 Member Design Summary(per NDS) Governing Load Comb CD CL + CL - CF Cr D +S 1.15 1.00 0.51 1.2 1.15 Member Analysis Results Summary Governing Analysis Pre-PV Moment Ib-in Post-PV Moment Net Impact Result Gravity Loading Check 763 620 0.81 Pass CALCULATION OF DESIGN WIND LOADS = MP1 Mounting Plane Information Roofing Material Comp Roof Roof Slope 320 Rafter Sliacing 16"O.C. _ Framing Type/Direction Y-Y Rafters PV System Type SolarCity SleekMo_untT"' Zep System Type ZS Comp Standoff Attachment Hardware Comp Mount SRV Spanning Vents No 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 Height h 15 ft Section 6.2 Wind Pressure Calculation Coefficients Wind Pressure Exposure KZ 0.85 Table 6-3 Topographic Factor Kn 1.00 Section 6.5.7 Wind Directionality Factor Kd 0.85 T Table 6-4 Importance Factor I 1.0 Table 6-1 Velocity Pressure qh qh = 0.00256(Kz)(Kzt)(Kd)(V^2)(I) Equation 6-15 18.5 psf Wind Pressure Ext. Pressure Coefficient U GCp(Up) -0.95 Fig.6-11B/C/D-14A/B Ext. Pressure Coefficient Down GCp(Down) 0.88 Fig.6-11B/C/D-14A/B Design Wind Pressure p p =qh(GCp) Equation 6-22 Wind Pressure U P(UP) -17.6 psf Wind Pressure Down 16.2 psf ;ALLOWABLE STANDOFF SPACINGS, X-Direction Y-Direction Max Allowable Standoff Spacing Landscape 64" 39" Max Allowable Cantilever Landscape 24" NA Standoff Configuration Landsca a Stag2ered Max Standoff Tributary Area Trib 17 sf PV Assembly Dead Load W-PV 3.0 psf Net Wind Uplift at Standoff T-actual _-278 lbs Uplift Capacity of Standoff T-allow 548 lbs Standoff Demand/Capacity DCR 50.8% X-Direction Y-Direction Max Allowable Standoff Spacing Portrait 48" 65" Max Allowable Cantilever _ Portrait 18" NA Standoff Configuration T Portrait Staggered Max Standoff Tributary Area Trib 22 sf PV Assembly Dead Load W-PV 3.0 psf Net Wind Uplift at Standoff _ _ _T-actual - _ _ 47 lbs Uplift Capacity of Standoff T-allow __3 548 lbs Standoff Demand Ca aci DCR 63.4% c _ f STRUCTURE ANALYSIS - LOADING SUMMARY AND MEMBER CHECK- MP4 Member Properties Summary MP4 Horizontal Member Spans Upgraded Rafter Properties Overhang 0.10 ft Net W 3.00" Roof System Properties Span 1 14.92 ft E uiv D 7.25" Number of Spans w/o Overhang) 1 Span 2 Nominal Yes Roofing Material Comp Roof Span 3 A(in^2) 21.75 Re-Roof No Span 4 Sx(in.^3) 26.28 Plywood Sheathing_ No San 5 Ix(in^4 95.27 Board Sheathing Solid-Sheathing Total Rake Span 16.44 ft TL DefPn Limit 120 Vaulted Ceiling No PV 1 Start 1.20 ft Wood Species SPF Ceiling Finish 1/2"Gypsum Board PV 1 End 14.00 ft Wood Grade #2 Rafter Slope 240 PV 2 Start Fb(psi) 875 Rafter Spacing 16"O.C. PV 2 End Fv(psi) 135 To Lat Bracing Full PV 3 Start E(psi) 1,400,000 Bot Lat Bracing At Sup orts PV 3 End E-min(psi) 510,000 Member Loading Summary Roof Pitch 6/12 Initial Pitch Adjust Non-PV Areas PV Areas Roof Dead Load DL 13.5 psf x 1.09 14.8 psf 14.8 psf PV Dead Load PV-DL 3.0 psf x 1.09 3.3 psf Roof Live Load RLL 20.0 psf x 0.93 18.5 psf Live/Snow Load LL/SLl,Z. 50.0 psf x 0.7 1 x 0.7 35.0 psf 35.0 psf Total Load(Governing LC I TL 1 1 49.8 psf 53.1 psf Notes: 1. ps=Cs*pf;Cs-roof,Cs-pv per ASCE 7[Figure 7-2] 2. pf=0.7(Ce)(Ci)(IS)p9; Ce=0.9,Cr=1.1,I,=1.0 Member Design Summary(per NDS) . Governing Load Comb I CD CL + CL - CF Cr D+ S 1 1.15 1.00 1 0.93 1 1.2 1.15 Member Analysis Results Summary Governing Analysis Max Moment @ Location Ca aci DCR Result + Bending Stress(psi) 898 7.6 ft 1,389 1 0.65 Pass ALCULATION OF DESIGN WIND LOADS - MP4 Mounting Plane Information Roofing Material Comp Roof Roof Slope 240 Rafter Spacing 16"O.C. Framing Type/Direction Y-Y Rafters PV System Type SolarCity SleekMountT_" Zep System Type ZS Comp Standoff Attachment Hardware Comp Mount SRV Spanning Vents No 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 Height h 15 ft Section 6.2 Wind Pressure Calculation Coefficients Wind Pressure Exposure KZ 0.85 Table 6-3 Topographic Factor KA 1.00 Section 6.5.7 Wind Directionality Factor Kd0.85 Table 6-4 Importance Factor I _ 1.0 - Table 6-1 Velocity Pressure qh qh =0.00256(Kz)(Kzt)(Kd)(V^2)(I) Equation 6-15 18.5 psf Wind Pressure Ext. Pressure Coefficient U GCp(Up) -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(GCp) Equation 6-22 Wind Pressure Up P(UP) -16.2 psf Wind Pressure Down 10.0 psf 'ALLOWABLE STANDOFF SPACINGS X-Direction Y-Direction Max Allowable Standoff Spacing Landscape 64" 39" Max Allowable Cantilever Landscape23"' NA Standoff Confi uration Landsca e _ Sta ered Max Standoff Tributary Area Trib __ 17 sf PV Assembly Dead Load W-PV3.0 psf Net Wind Upiift at Standoff _ T-actual -252 lbs Uplift Capacity of Standoff T-allow 548 lbs Standoff Demand/Capacity DCR - 46.0% X-Direction Y-Direction Max Allowable Standoff Spacing Portrait 32" 65" Max Allowable Cantilever Portrait 1.5" NA Standoff Conficiuration Portrait Staggered Max Standoff Tributary Area Tribs 14 sf _ PV Assembly Dead Load W-PV _ 3.0 psf Net Wind Uplift at Standoff T-actual _ -� -210 lbs Uplift Capacity of Standoff T-allow 548 lbs Standoff Demand/Capacity DCR� 38.3% ' Tile Common wealth ofMassaclt«seas Department oflndustrialAccidents Office offnvestiga&ns X Congress Street,Suite 100 Boston,MA 02114-2017 www mass gov/dia Workers'Compensation Insurance Affidavit;Buildex-s/Contracters/Electricians/Plumbers AppLipant In€or flan Please Print Legibly Name{Business(Drgoiaationlindiviti W): Sola City Corp. Address: 3055 Clearview Way City/State i : San Mateo CA. 94402 Phone#i: 888-765-2489 Are you as employer?Check the appropriate box: - Type of project(required): 1.0 arts a employer with 5,000 4. ❑ I am a general contractor and 1 G ❑New construction employees(full and/or part-time).* have hired the sub-contractors 2.❑ I am it sole proprietor or partner- listed on the attached sheet. 7. ❑Remodeling ship and have no employees These sub-contractors have g. ❑Demolition -working for rite in any capacity. employees and have workers' (No workers'comp,insurance comp. insurance? 9. ❑Building addition required.) 5.❑ We tore a corporation and its 10.❑Electrical repairs or additions 3.❑I am a homeowner doing all work officsrs have exercised their I LEI Plumbing repairs or additions myself. [Na workers'romp. jiV-hto F axeimptirua per MGL I2.❑Roof repairs insurance required.)t c. 152,§1(4),and we have no 13 �/ Other Solar/PV employees. [No workers' comp.ipsurance required.) 'Any applicant that cliecks box#1 mustabo fUl out the section belowshowing their workcts,compensation policy inibrenstton. i Homeowners wbo submit this atttdavit indicating May am doing elf war):and then hire outside cantrwton must submit a new affidavit indicaiingsuch. tContrnctors that check this box mus[aunched on additional cheat showing the name of the sub-cornraetora and state whether or not those:entities have employees. If the sub•centrdetots have employees,they must provWc,their workers'comp policy number. I am an employer that is provldlug workers'coxtpensatiosl inserrame for my erteployees. Beloit+Is rife policy and job site itrformatlon. InsumnceCornpanyName: Zurich American Insurance Company Policy#or Self-ins.Liu.0: WC0182015-00 Expiration nate:9/1/2016 Job Site Address: 146 Chesnut Street City/state/zip: North Andover MA Attach a copy of the workers'campensation poliay doeluration 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 ciriaminal penalties of a fine ftp to S1,500.00 and/or one-year imprisonment,as well as civil penalties in the fart[[of a SCOP WORK ORDER and a fine of ftp to 5250.00-a clay 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 certify ar the palm and pel'rallles ofperjury that the irryormatlen provided above is true and correct $' ature: �..� �� E• 8/8/16 Thane tt: Off elal use oltly, Do not writs in fliis area,to be completed by city or town of}�rcin[. City or Town: l°ierrult/Lieense# Issuing Authority(circle one). 1.SOard uf•lIcalth 2.Building Department 3.City/Town Clerk 4,Electrical Inspector S.Plumbing Inspector fi.Other Contact Person: Phone#: AC�® DATE(MWDDIYYYYI CERTIFICATE OF LIABILITY INSURANCE 08117120`15 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 POC(CIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BE'T'WEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder Is an ADDITIONAL INSURED,the policy(ies)must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder In lieu of such endorsement(s). PRODUCER CONTACT MARSH RISK& INSURANCE SERVICES -PHONE FAx 345 CALIFORNIA STREET,SUITE 1340 tA+C�1+s.J xU:.... .......... .... .... ........... .. ...... ....(91c..Npf;............ ..... .......................... CALIFORNIA LICENSE N0.0437153 E44AIL SAN FRANCISCO,CA 94104 -APP9900:. ..... .... ....... .. ... - - ..�.}- ... Attn:Shannon Scott 415-743-8334 COVERAGEMAIC 0 ........................ 998301-STND-GAWUE-15.16 INSURER A:Zurich American Insurance Company i 6535 —_...._..._.... .. ..... .......... .......... .......... INSURED INSURER B:NIA NIA - SolarCity Corporation t.. 3055 Clearview Way _INSURER C.:NIA 'NIA San Mateo,CA 94402 . ................. ..........._........_......._. ...................... INSURER o:American Zurich Insurance Company :40142 .INSURER E INSURER F: COVERAGES CERTIFICATE NUMBER: SEA-002713836-06 REVISION NUMBER:4 THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT.TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. _... r_ ......... ................. ...... ...... ...... ......... .... .... - INSR TYPE OF INSURANCE TADDLS1rBR — POLICY EFF POLICY EXP i LIMITS LTR POLICY NUMBER ! Y 7i,Sc OMMERCIAL GENERAL LIABILITY ; iGL00182016-00 09/0112015 0914112016EACH OCCURRENCE $ 3,000,006 AMACE Tb LIEN ED CLAIMS-MADE X OCCUR PRFMI�ESiEaoocurrencel..__. .._......_........3,40Q040 R;5250,000 MED EXP(Any one porson> 5.........0,00.. ..................... 5.000 F......:_.._........................ I : PERSONAL&AOV INJURY $ . ..:. . ........... ........__. _............. .... ..... 3,000,000 i GENl L AGGREGATE LIMIT APPLIES PER* ; ; GENERAL AGGREGATE $ 6,000,000 ... PRO � --, ... X POLICY JECT i. ,..;LOC i I .PRODUCTS•COMPlOA AGG :$ 6,000,00D i OTHER. S A ;AUTOMOBILE LIABILITY BAP0162017.04 10910112015 09101/2016 COMBINED SINGLE LIMIT $ 5,000,000 .. ...............— X ANY AUTO I BODILY INJURY(Per person) $ .....I _.... : �._.. .. ...... ...i...... ....... ...._.... ......._ X .ALL OWNED X .I azc'd SCHEDULED ; ...,�AUTOS ..�AUTOS .F BODILY INJURY(Per nt}y$........ ...... -- -- X NON-OWNED PROPERTYDAMAGE $ e F....�HIREOAUTOS AUTOS �.{Peracckiernk. ... .... .....+.. .. ....... ...... ................_ i t 'COMPICOLL DED: s $5,000 UMBRELLA LIAB :OCCURI 'EACH OCCURRENCE `S )...... - � F................_........... .... .... ...t ._.... ....... ......... _ EXCESS LIAR CLAEMS-MAA£: AGGREGATE $ D D I RETENTIONS I 5 D WORKERS COMPENSATION =01820%00(AOS) ;0910112015 0910112616 X `SPER TATUTE 'OTH I AND EMPLOYERS'LIABILITY I L..... ..... . .. .........°ER....._L... ........................... A ANY PROPRIETORlPARTNERIEXECUTIVE Y!N I �WC0182015.00(MA) 09101/2015 109101120:6 .E L EACH nCCIpENi 15 1,004,000 OFFICERIMEMBER EXCLUC N I N I A i F-.._......_...... .. ..r... . IMandatery In NH) SWC DEDUCTIBLE:$500,000DISEASE-EA EMPLOYE 5 9.004,000 I} es.dercribe under I ....._........:..... .... . ..... ..... D SCRIPTION OF OPERATIONS below E L DISEASE-POLICY LIMIT; $ 1,000,000 i � I I I DESCRIPTION OF OP$RATIONS/LOCATIONS 1 VEHICLES (ACORD.101,Additional Remarks Schedule,maybe attached Ifmore space Is required) Eviddnea of insurance. _,215FUTIFICkTIE HOLDER CANCELLATION SolarClly Corporation \ SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE 3055 Clearview Way THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN San Mateo,CA 99402 ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE of Marsh Risk&Insurance Services Charles Marmolejo ��--- O 9988-2114 ACORD CORPORATION. All rights reserved. ACORD 25(2014101) The ACORD name and logo are registered marks of ACORD 'r rl Ai jai ! ! 4� / i/ ..,Ij1 //.rt / • ' i Office of Consumer Affairs and Business Regulation 10 Park Plaza - Suite 5170 Boston, Massachusetts 02116 Home Improvement Contractor Registration Registration: 166572 Type: Supplement Card SOLAR CITY CORPORATION Expiration: 3/8/2017 DAN FONZI ...... 24 ST MARTIN STREET BLD 2UNIT 11 - ---- --- -- i �-- MARLBOROUGH, MA 01752 Update Address and return card.Mark reason for change. [] Address Renewal Employment Lost Card `Office of Consumer Affairs&Business Regnsation License or registration valid for individul use only *�tOME 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 MATED,CA 94402 Undersecretary Not valid without signature l tdass,achuacrtts Departrrm"t at PuOitc Safety 1 Board of Butici B RcgW*tkx,3 and StarW31 to L.=an82 CS401687 Cona#tu+coon 9uparviaw DANIEL 0 FONZI 390 ANDOVER STREP ? Wg MINGTON MA 01W f Gommissicner 09113/2015 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(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 VICINITY MAP INDEX Voc VOLTAGE AT OPEN CIRCUIT W WATT 3R NEMA 3R, RAINTIGHT PV1 COVER SHEET PV2 SITE PLAN PV3 STRUCTURAL VIEWS PV4 UPLIFT CALCULATIONS THEE LICENSE GENERAL NOTES CuheetsAttalch dDIAGRAM t 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 REV BY DATE COMMENTS REV A Gf 7/21/2016 System Upsize;MP4 Upgrades UTILITY: National Grid USA (Massachusetts Electric) 00 a � CONFIDENTIAL— THE INFORMATION HEREIN JOB NUMBER: -018 3 7 6 7 0 0 P J BREMISE DW"Ek DESCRIPTION: DESIGN: . ty CONTAINED SHALL NOT BE USED FOR THE SHERRY MARCONI Sherry Marconi RESIDENCE Greg Teschendorf BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: wjw'SOIarCl NOR SHALL IT BE DISCLOSED IN WHOLE OR IN s ' se 146 CHESTNUT ST 8.58 KW PV ARRAY ,, PART TO OTHERS OUTSIDE THE RECIPIENT'S 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 (33) TRINA SOLAR # TSM-260PDO5.18 E: SHEET: REV: DATE L (650)638-1028 borough,MA A(617 638-1029 SOLARCITY EQUIPMENT, WITHOUT THE WRI �VM PV 1 a 7/21/2016 (888�SOL—CITY(765-24- 0)63—102.com PERMISSION OF SOLARCITY INC. MuItl le Inverters COVER SHEET PITCH: 32 ARRAY PITCH:32 MP1 AZIMUTH:209 ARRAY AZIMUTH:209 MATERIAL:Comp Shingle STORY: 1 Story D Isis O 1 D J B PITCH: 24 ARRAY PITCH:24 MP4 AZIMUTH:29 ARRAY AZIMUTH:29 MATERIAL: Comp Shingle STORY. 2 Stories SD RM A LEGEND (E) UTILITY METER & WARNING LABEL F81 INVERTER W/ INTEGRATED DC DISCO & WARNING LABELS Front Of House © DC DISCONNECT & WARNING LABELS Digitally signed AC DISCONNECT & WARNING LABELS by William Eldredge DC JUNCTION/COMBINER BOX & LABELS Date: 2016.07.22 12:02:07-04'00� DISTRIBUTION PANEL & LABELS Lc LOAD CENTER & WARNING LABELS tK oF,kg DEDICATED PV SYSTEM METER SW1tLtAMA. EI.qjK q STANDOFF LOCATIONS Na SM? CONDUIT RUN ON EXTERIOR --- CONDUIT RUN ON INTERIOR GATE/FENCE Q HEAT PRODUCING VENTS ARE RED r,1, INTERIOR EQUIPMENT IS DASHED (E)DRNEWAV SITE PLAN y STAtVIPED & SIGNED Scale:1/16" = 1' FOR STRUCTURAL ONLY 146 Chestnut St 01' 16' 32' -) X—hN7 M'00� S CONFIDENTIAL— THE INFORMATION HEREIN JOB NUMBER: JB-0183767 OO PREMISE OWNER DESCRIPTION: DESIGN: \\, CONTAINED SHALL NOT BE USED FOR THE SHERRY MARCONI _ • BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: Sherry Marconi RESIDENCE Greg Teschendorf SolarCity. NOR SHALL IT BE DISCLOSED IN WHOLE OR IN 146 CHESTNUT S T �•��� PART TO OTHERS OUTSIDE THE RECIPIENTS ZS Comp V4 w Flashing—Insert 8.58 KW PV ARRAY �1% ORGANIZATION, EXCEPT IN CONNECTION WITH MODULES: NORTH ANDOVER, MA 01845 THE SALE AND USE OF THE RESPECTIVE (33) TRINA SOLAR # TSM-260PD05.18 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 Multiple Inverters SITE PLAN PV 2 a 7/21/2016 (888)-SOL-CITY(765-2489) www.solarcity.com U4 2'-8"± 2x8 SPF#2 (N) S1 S1 4' MIN. 7'-8„} Ilk 4” 10'-2" ol14'-11° STAMPED & SIGNED (E) LBW (E) LBW FOR STRUCTURAL ONLY SIDE VIEW OF MP4 NTS SISTER UPGRADE INFORMATION: RAFTER UPGRADE INDICATED BY HATCHING SIDE VIEW OF MP1 NTS D A UPGRADE NOTES: MP4 X-SPACING X-CANTILEVER Y-SPACING Y-CANTILEVER I NOTES 1. CUT AND ADD (N) SISTER AS SHOWN IN THIS SIDE VIEW AND REFERENCED TOP VIEW. MP1 X-SPACING X-CANTILEVER Y-SPACING I Y-CANTILEVER NOTES LANDSCAPE 64" 23" STAGGERED 2. FASTEN (N) SISTER TO (E) MEMBER W/ SIMPSON SDW 22300 (IF 2—PLY) OR 22458 LANDSCAPE 64" 24" STAGGERED PORTRAIT 32" 15" (IF 3—PLY) SDW SCREWS AS SHOWN AT 16" O.C. ALONG SPAN AS SPECIFIED, IF PORTRAIT 48" 18" 1 ROOF AZI 29 PITCH 24 RAFTER 2x8 @ 16" OC STORIES: 2 WOOD SPLITTING IS SEEN OR HEARD, PRE—DRILL WITH A DRILL BIT. RAFTER 2x8 @ 16"OC ROOF AZI 209 PITCH 32 STORIES: 1 ARRAY AZI 29 PITCH 24 ALT. OPTION FOR FULL LENGTH MEMBERS ONLY— FASTEN (N) SIDE MEMBER TO ARRAY AZI 209 PITCH 32 C.J. 2x6 @16" OC Comp Shingle-Solid Sheathing C.J. 2x6 @16" OC Comp Shingle-Solid Sheathing (E) RAFTER W/ 10d (IF 2—PLY) OR 16d FROM.EACH SIDE (IF 3—PLY) COMMON NAILS AT 6" O.C. ALONG SPAN. • SISTER ALL RAFTERS ON THIS MP SECTION INTO WHICH THE ARRAY IS LAGGED NOTE: LAP SPLICE DOES NOT NEED TO BE CENTERED ON THE MEMBER (E) WALL OR SUPPORT BELOW (E) RIDGE BOARD 6" END MI * OR SUPPORT BELOW DISTANCE SIMPSON SDW SIMPSON SDW 22458 16" O.C. �r (E) 2x8 RAFTER 22300 WOOD WOOD SCREWS * .I .I STAGG. TYP. SCREWS (N) SISTER MEMBERS (E) RAFTER 3" 1J/2 — — — '-0" MIN. u SEE MP SIDE VIEW FOR REQUIRED LENGTH" SIMPSON SDW WOOD SCREWS (N) 2x8 SISTER MEMBER D4 D4 - MIR - 2x8 END FASTENER GROUPING D4 Scale: 1"=1'-0" U4 TOP VIEW OF PARTIAL LENGTH LAPPED SISTER Scale: 3/4"=1'-0" CONFIDENTIAL— THE INFORMATION HEREIN JOB NUMBER- PREMISE OWNER: DESCRIPTION: DESIGN: CONTAINED SHALL NOT BE USED FOR THE JB-0183767 0 O SHERRY MARCONI Sherry Marconi RESIDENCE Greg Teschendorf � , ty BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: �•.�r` ;So�arCi NOR SHALL IT BE DISCLOSED IN WHOLE OR IN 146 CHESTNUT ST 8.58 KW PV ARRAY : PART TO OTHERS OUTSIDE THE RECIPIENTS ZS Comp V4 wFlashing—Insert ORGANIZATION, EXCEPT IN CONNECTION HATH MODULES NORTH ANDOVER, MA 01845 24 St Martin Drive,Building 2,Unit 11 THE SALE AND USE OF THE RESPECTIVE (33) TRINA SOLAR # TSM-260PDO5.18 PAGE NAME SHS- REV: DATE: Madb 1028 F.h'MA (617 638--1029 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN INVERTER: T: (650) PERMISSION OF SOLARCITY INC. PV 3 a 7/21/2016 (BBB)-SOL-CITY(765-2489) www.eaiarcityaam Multiple Inverters STRUCTURAL VIEWS UPLIFT CALCULATIONS SEE SEPARATE PACKET FOR STRUCTURAL CALCULATIONS. PV MODULE 5/16"x1.5" BOLT WITH 5/16" FLAT WASHER INSTALLAl10N ORDER ZEP LEVELING FOOT LOCAHOLE ZEP ARRAY SKIRT (1) LOCATION,AND DRFTER, RILL PILOT � oR,y� HOLE. � --------- --- -------- ELDREDM ZEP MOUNTING BLOCK (4) ATTACH FLASHING INSERT TO ZEP FLASHING INSERT (2) MOUNTING BLOCK AND ATTACH s soo3r (3) TO RAFTER USING LAG SCREW. oap�° (E) COMP. SHINGLE (1) INJECT SEALANT INTO FLASHING 01 (E) ROOF DECKING (2) (3) INSERT PORT, WHICH SPREADS SEALANT EVENLY OVER THE 5/16" DIA STAINLESS ROOF PENETRATION. STEEL LAG SCREW LOWEST MODULE SUBSEQUENT MODULES (2-1/2" EMBED, MIN) INSTALL LEVELING FOOT ON TOP STAMPED & SIGNED [(4) OF MOUNTING BLOCK & FOR STRUCTURAL ONLY (E) RAFTER SECURELY FASTEN WITH BOLT. 51 STANDOFF CONFIDENTIAL— THE INFORMATION HEREIN ,p6 NUMBER: J B-0183767 00 PREMISE OWNER: DESCRIPTION: DESIGN: \\` CONTAINED SHALL NOT BE USED FOR THE SHERRY MARCONI BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: Sherry Marconi RESIDENCE Greg Teschendorf I,`SolarCity. NOR SHALL IT BE DISCLOSED IN WHOLE OR IN ZS Comp V4 w Flashing—Insert 146 CHESTNUT ST 8.58 KW PV ARRAY 00, PART TO OTHERS OUTSIDE THE RECIPIENTS ORGANIZATION, EXCEPT IN CONNECTION NTH MODULES: NORTH ANDOVER, MA 01845 THE SALE AND USE OF THE RESPECTIVE (33) TRINA SOLAR # TSM-260PDO5.18 24 St Martin Drive,Building 2,Unit 11 EQUIPMENT, WITHOUT THE WRITTEN PAGE NAME SHEET: REV. DATE: Marlborough,MA 01752 SOLARGTY EQUIP PERMISSION OF SMENTWI INC. INVERTER. T: (650)638-1028 F: (650)638-1029 Multiple Inverters UPLIFT CALCULATIONS PV 4 a 7/21/2016 (888)—Sal.—CITY(765-2489) www.solarcitycom GROUND SPECS MAIN PANEL SPECS GENERAL NOTES INVERTER SPECS MODULE SPECS LICENSE BOND (N) #8 GEC TO TWO (N) GROUND Panel Number:MpU Inv 1: DC UngroundedTSM-260PD05.18 GEN #168572 INV 1 —(1)Delta #Bolivia 5.2 TL LABEL: A —(33)TRINA SOLAR� ODS AT PANEL WITH IRREVERSIBLE CRIMP Meter Number:88 729 415 Inv 2: DC Ungrounded Inverter, 520OW, 24OV, 97.5X Inverter, 520OW, 24OV/208v, 97.5% PLC, Zigbee,RGM PV Module; OW, 236.9W PTC, 40MM, Black Frame, H4, ZEP, 1000V ETEC 1136 MR Overhead Service Entrance INV 2—(1)Delta #Solivio 3.8 TL LABEL: B Inverter,380OW, 24OV, 97.58, Zlgbee, PLC, RGM Voc: 38.2 Vpmax: 30.6 INV 3 Isc AND Imp ARE SHOWN IN THE DC STRINGS IDENTIFIER N 225A MAIN SERVICE PANEL N 20OA/2P MAIN CIRCUIT BREAKER Solar elta (E) WIRING BRYANT Inverter 1 IND CUTLER—HAMMER=Diisconnect9 5 a 1 N 125A Ld Center 20OA/2P 7 Delta DC+Solivia 5.2 TL DC- MP 4: 1x10 (E) LOADS A/2P — ------- ------------- EGc L1 Zqa„ r------------ -------------------- I � L2 DC, I ' N DG I 4 2 I 50A/2P EGG Dc+ Dc. MI A j — -------------------------- —cec ---�N DG c- MP 4: 1x9133) I I IGND _ EGC ----- GC ♦J I N j (1)Conduit Kit; 3/4" EMT 1 Inverter 2 ' I EGGGEC—, I I Z I 8 Delta Solivia 3.8 TL 20A/2P zaov ' — GEC l a � 3 1 L2 DC+ I TO 120/240V N 6 DC- ' SINGLE PHASE I I �— EGG Dc+ Dc+ MP 1: 2x7 I UTILITY SERVICE I 1 -------------------------- — GEC TN DC DG I 1 I I GND __ EGC——————————————— — —,----- ------——————— — EGC————————————— ---rJ I I I I I PHOTO VOLTAIC SYSTEM EQUIPPED WITH RAPID SHUTDOWN Voc* = MAX VOC AT MIN TEMP P0 121 G5,7,,l Rop �P C (I CUTLER—HAMMER DG222UR8 /� B (4)Delta #Solivia P A (I SolarClt 4 STRING JUNCTION BOX D� 5�8 x B, Copper Disconnect; 60A,MER �240Vac, Non—Fusible, NEMA 3R A Smart RSS Rapid Shutdown, 60OV, 20A, NEMA 4X, MC4 2x2 S1 NGS, UNFUSED, GROUNDED —(1)Gr�ouEnd�Neeuuttrd it06000 00A, General Duty(DG) nd (1)AWG#6, Solid Bare Copper D (1)BRoYA TCentBRr48LL125R120/240V, NEMA 3R' —(1)Ground Rod; 5/8"x 8% Copper (I)CUTLER- HAMM #BR230 (N) ARRAY GROUND PER 690.47(D). NOTE: PER EXCEPTION NO. 2, ADDITIONAL Breaker, 30A7P, 2 Spaces ELECTRODE MAY NOT BE REQUIRED DEPENDING ON LOCATION OF (E) ELECTRODE —(1)Breaker,H 2OA 2P, 2 Spaces 1 AWG#8, THWN-2, Black (I)AWG#10, THWN-2, Blade (I)AWG #10, THWN-2, Black Voc* =390.01 VDC Isc =9 ADC '(2)AWG#10, PV Wire, 600V, Black VoC* =433.34VDC Isc =9 ADC O (1)AWG #8, THWN-2, Red O (1)AWG#10, THWN-2, Red ® (1)AWG#10, THWN-2, Red Vmp =275.4 VDC Imp=8.5 ADC O I'cn�((1)AWG#6, Solid Bare Copper EGC Vmp 306 VDC Imp=8.5 ADC (1)AWG #8, THWN-2, White NEUTRAL Vmp =240 VAC Imp=37.4 AAC (1)AWG#10, THWN-2, White NEUTRAL Vmp =240 VAC Imp=21.6 AAC 0 AWG#10, THHN/THWN-2,.Green. EGC.-(1)Conduit Kit 3/4"EMT 1 LJJ —(1?AWG . . .. . . . . .. .. 0 ,.. . .. #E3,,1}IWN-2,.Green . . EGC/GEC-(1)Conduit.Kit.3/4',EMT. .. . . . . .. . ... . .. .-(1 AWG#8,.TH.WN-2,_Green . . EGC/GEC (1)Conduit.Kit;.3/4".EMT.., , ,. . . (1 AWG#10, THWN-2, Black Voc* =433.34VDC Isc =9 ADC (2)AWG#10, PV Wire 600V, Bladc Voc* =390.01 VDC Isc =9 ADC (1)AWG#10, THWN-2, Black O (1)AWG#10, THWN-2, Red Vmp =306 VDC Imp=8.5 ADC O (1)AWG#6, Solid Bare Copper EGC Vmp =275.4 VDC Imp=8.5 ADC ®�(1)AWG#10, THWN-2, Red (1)AWG#10, THHN/THWN-2,.Green EGC. (1)Conduit.Kit;.3/4�,EMT, ., ,.. , LJ (1)AWG#10, THWN-2, White NEUTRAL Vmp =240 VAC Imp=15.8 AAC (l)AWG#8, THWN-2, Black Voc* =303.34VDC Isc =18 ADC [�r"(4)AWG X10, PV'Wiie,600V,'Black'. ....Voc* 303.34VDC'IsC=9 ADC . . . . ...-(1)AWG#8,.TH.WN-2,.Greer . . EGC/GEC_-(1)Conduit.Kit;,3/4",EMT © (1)AWG#8, THWN-2, Red Vmp =214.2 VDC Imp=17 ADC O Ise(1)AWG#6, Solid Bare Copper EGC Vmp =214.2 VDC Imp=8.5 ADC . , , .... . (1)AWG#10, THHN/THWN-2,,Green. EGC, (1)Conduit.Kit;.3/4".EMT. . . .. .. .. , LJJ .. . . . . .. .. . . .. .... . ... .. . . .. . ... .. . ....... . . .. . . . . .. .... .. . . .. .. JB-01 83767 0 0 PREMISE OWNER: DESCRIPTION: DESIGN: . CONFIDENTIAL— THE INFORMATION HEREIN TOB NUMBER: SHERRY MARCONI Sherry Marconi RESIDENCE g ,,,So�arCity CONTAINED SHALL NOT BE USED FOR THE Greg Teschendorf �� r BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: ., NOR SHALL IT BE DISCLOSED IN WHOLE OR IN 146 CHESTNUT ST 8.58 KW PV ARRAY PART TO OTHERS OUTSIDE THE RECIPIENT'S ZS Comp V4 wFlashing—Insert ORGANIZATION, EXCEPT IN CONNECTION WITH MODULES: NORTH ANDOVER, MA 01845 24 St Martin Drive,BuOermg Z Unit 11 THE SALE AND USE EQUIPMENT, THE RESPECTIVE (33) TRINA SOLAR # TSM-260PD05.18SOLARCPAGE NAME SHEET• REV: DATE L (650)638 Marlborough, F:A(01752 50)638-1029 PERMIS IO FSOLAWITHOUT THE WRITTEN INVERTER P V 5 a 7/21/2016 (888)—SOL—CITY(765-2469) 0)63—102 com PERMISSION OF SOLARCITY INC. Multiple Inverters THREE LINE DIAGRAM Label Location: Label Location: r� Label Location: x 0 0 0 •o o � > ��� � z w ri,.;. . ry�,� (C)(CB) LAJ\�J (AC)(POI) �:® �' (DC) (INV) Per Code: Per Code: Per Code: NEC 690.31.G.3 °o NEC 690eT= .17.E ° e ° ® ® ®� ° NEC 690.35(8) Label Location: � �[ o a o TO BE USED WHEN (DC)(INV) INVERTER IS p'a 0 Per Code: °, � UNGROUNDED NEC 690.14.C.2 r n T Label Location: Label Location: (POI) b :�• x,.o _ �r; (DC)(INV) °• °.� '' Per Code: � ,: I O y ry ° - Per Code: -°� °© ® ® NEC 690.17.4; NEC 690.54 .o = NEC 690.53 ao` Label Location: o o (DC)(INV) � Per Code: • ® ° ° ° NEC 690.5(C) , , Label Location: — — - O D O � i�.�rr � : -o o ° • ° ° -� (POI) 6 Per Code: NEC 690.64.6.4 Label Location: C2 (DC)(CB) Per Code: Label Location: s• o o ° NEC 690.17(4) �' + `' (D)(POI) • • :• •a . { •.° , _ ° '' � o ® '• �•. Per Code: ° NEC 690.64.B.4 Label Location: ® (POI) _ Per Code: mac' Label Location: • NEC 690.64.B.7 � fit.:F, 3:.: j h$ .X^'�,".4` • •- (AC): AC Disconnect ■ ® ®� ® ; � `� (AC) (POI) °° a ° Per Code: (C): Conduit ® ® ° - NEC 690.14.C.2 (CB): Combiner Box (D): Distribution Panel (DC): DC Disconnect (IC): Interior Run Conduit Label Location: (INV): Inverter With Integrated DC Disconnect (AC) (POI) (LC): Load Center Per Code: NEC 690.54 (M): Utility Meter •- - e (POI): Point of Interconnection CONFIDENTIAL— THE INFORMATION HEREIN CONTAINED SHALL NOT BE USED FOR '190 4r 3055 Gearview way THE BENEFIT OF ANYONE EXCEPT SOLARCITY INC., NOR SHALL IT BE DISCLOSED IN WHOLE OR IN PART TO OTHERS OUTSIDE THE RECIPIENTS ORGANIZATION, � � ■ San Mateo,CA 94402 29 EXCEPT IN CONNECTION NTH THE SALE AND USE OF THE RESPECTIVE Label Set Pig a ���� 7:(650)638-1028 89)ww .solar it SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN PERMISSION OF SOLARCITY INC. 0 (888)-SOL-CITY(765-2489)www.soiarcity.com SolarCity ®pSolar Next-Level PV Mounting Technology `',SolarQty ®pSolar Next-Level PV Mounting Technology Zep System Components 3 r 1 for composition shingle roofs Up-roof Leveling Foot Ground Zep Interlock ,e,side shown) - Part No.850-1172 Leveling Foos ETL listed to UL 467 i Zep compaltDlo W Module ` Zep Groove Roof Attachment Army Sklrt -- Comp Mount - Part No.850-1382 Listed to UL 2582 Mounting Block Listed to UL 2703 AN ¢r,eMPAT, �e`� Description PV mounting solution for composition shingle roofs ~FA e� Works with all Zep Compatible Modules °OMPPS" Auto bonding UL-listed hardware creates structural and electrical bond • Zep System has a UL 1703 Class"A"Fire Rating when installed using modules from any manufacturer certified as"Type 1"or"Type 2" Interlock Ground Zep V2 DC Wire Clip UL LISTED Specifications Part No.850-1388 Part No.850-1511 Part No.850-1448 Listed to UL 2703 Listed to UL 467 and UL 2703 Listed to UL 1565 • Designed for pitched roofs • Installs in portrait and landscape orientations • Zep System supports module wind uplift and snow load pressures to 50 psf per UL 1703 • Wind tunnel report to ASCE 7-05 and 7-10 standards �y • Zep System grounding products are UL listed to UL 2703 and UL 467 • Zep System bonding products are UL listed • Engineered for spans up to 72"and cantileverer u to 2s up to 24" • Zep wire management products listed to UL 1565 for wire positioning devices • Attachment method UL listed to UL 2582 for Wind Driven Rain Array Skirt,Grip, End Caps Part Nos.850-0113,85G-1421, 850-1460,850-1467 zepsolar.com zepsolar.com Listed to UL 1565 This document does not create any express warranty by Zep Solar or about its products or services.Zap Solar's sole warranty is contained in the written product warranty for This document does not create any express warranty by Zep Solar or about its products or services.Zap Solar's sole warranty is contained in the written product warranty for each product.The end-user documentation shipped with Zep Solar's products constitutes the sole specifications referred to in the product warranty.The customer is solely each product.The end-user documentation shipped with Zep Solar's products constitutes the sole specifications referred to in the product warranty.The customer is solely responsible for verifying the suitability of ZepSolar's products for each use.Specifications are subject to change without notice.Patents and Apps:zspats.com. responsible for verifying the suitability of ZepSolar's products for each use.Specifications are subject to change without notice.Patents and Apps:zspats.com. Document#800-1890-001 Rev A Date last exported: November 13,2015 2:23 PM Document#800-1890-001 Rev A Date last exported: November 13,2015 2:23 PM THE ' emmmount MODULE TSM-PD05.18 Mono Multi Solutions DIMENSIONS OF PV MODULE ELECTRICAL DATA @ STC unit:mm Peak Power Watts-PM wp) 250 255 260 265 941 OunctIox-- Power Output Tolerance-Pmnz(%) 0-+3 THE n � �� mo unt Maximum Power Voltage-VM°(V) 30.3 30.5 30.6 30.8mr°Maximum Power Current-I (A) 8.27 8.37 8.50 8.61 W E°1A1e f Open Circuit Voltage-Vac(V) 38.0 38.1 38.2 38.3 0 MODULE insTniun°Hose Short Circuit Current-Isc(A) 8.79 8.88 9.00 9.10 v ®©^ r. Ly r� Module Efficiency r)m(%) 15.3 15.6 15.9 16.2 V U rILLLJ�-, STC:Irradiance y re actio Cell Temperature m5 a cif Mass to EN according to EN 60904-3. Typicol efficiency reduction of 4.5%at 200 W/m'according to EN 60904-I. 0 e 'O o ELECTRICAL DATA @ NOCT 60 CE r, � Maximum Power-PMaz(Wp) 186 190 193 197 IILI'y Maximum Power Voltage-Vmr(V) 28.0 28.1 28.3 28.4 MULTICRYSTALLINEMoDULE Maximum Power Current-Ime°(A) 6.65 6.74 6.84 6.93 - ea<,�wauHaH�Ha,E PD05.18 HosE ? A Open Circuit Voltage(V)-Voc(V) 35.2 35.3 35.4 35.5 WITH TRINAMOUNT FRAME Short Circuit Current(A)-Isc(A) 7.10 7.17 7.27 7.35 Po NOCT:Irradiance at 800 W/m',Ambient Temperature 20"C,Wind Speed I m/s. 250-265W 812 ,an Back View MECHANICAL DATA POWER OUTPUT RANGE solar cells Multicrystalline 156 x 156 mm(6 inches) 11 Fast and simple to install through drop in mounting solution Cell orientation 60 cells(6 lo) //���J Module dimensions 1650 x 992 x 40 mm(64.95 x 39.05 x 1.57 inches) 16.2 Weight 19.6 kg(43.12 lbs) JLGlass 3.2 mm(0.13 inches),High Transmission,AR Coated Tempered Glass _ MAXIMUM EFFICIENCY Backsheet White A-A Frame Black Anodized Aluminium Alloy Good aesthetics for residential applications ,-Bax IP 65 or IP 67 rated Cables Photovoltaic Technology cable 4.0 mm'(0.006 inches'), 0-.,+37o � o 3 - 1200 mm(47.2 inches) POSITIVE POWER TOLERANCE Moo I-V CURVES OF PV MODULE(260W) Connector H4 Amphenol s.00 100°s"'' Fire Type UL 1703 Type 2 for Solar City Highly reliable due to stringent quality control 8.00 • Over 30 in-house tests(UV,TC,HF,and many more) 7.00 As a leading global manufacturer • In-house testinggoes well beyond certification requirements a fi00 g y q TEMPERATURE RATINGS MAXIMUM RATINGS of next generation photovoltaic • PID resistant products,we believe close a Nominal Operating Cell 44°C(+2°C) Operational Temperature -40-+g5°C cooperation with our partners 3,D0 Temperature(NOCT) Maximum System 1000V DC(IEC) is critical to success. With local Temperature Coefficient of P- -0.41%/°C Voltage 1000V DC(LIQ presence around the globe,Trina is 00 Temperature Coefficient of Voc -0.32%/°C Max Series Fuse Rating 15A able to provide exceptional service o.o° to each customer in each market Certified to withstand challenging environmental ° ° _° 3° 4° w Temperature Coefficient of Isc 0.05%/°C and supplement our innovative, ® conditions °Iveen reliable products with the backing • 2400 Pa wind load of Trina as a strong,bankable • 5400 Pa snow load WARRANTY partner. We are committed to building strategic,mutually CERTIFICATION 10 year Product Workmanship Warranty beneficial collaboration with 25 year Linear Power warranty installers,developers,distributors sous alp (Please refer to product warranty for details( < and other partners as the usrEo es backbone of our shared success in iwa , driving Smart Energy Together. LINEAR PERFORMANCE WARRANTY _"J PACKAGING CONFIGURATION 2 -28w FE 10 Year Product Warranty•25 Year Linear Power Warranty Modules Modules per box:26 pieces w Trina Solar Limited www.irinasolaccom -l00% Modules per 40'container:728 pieces a Additional volae Ir 0 90% °m Tiinv So/ar's Ilne°rWarran O - ty f�a CAUTION:READ SAFETY AND INSTALLATION INSTRUCTIONS BEFORE USING THE PRODUCT. gOOMPgTB 4Pow�solar a r I'I^J�I��(`OI/yr ©2015 Trina Solar Limited.All rights reserved.Specifications included in this datasheef are subject to p e c9 80% all Il{I .7 tl change without notice. Smart Energy Together Smart Energy Together Years 5 10- 15 20 25 coMPp(� - Trina standard 13 Industry sta tna d - Delta Solar Inverters Technical Data for SolarCity • INPUT(DC) �_. , ' "• .._.. ' L' .. .C` -- ' lL' Mitpksystem voltage _ _ 6goV v - LNorrdnal voltage_ _-__ .. 380 V 1 A bperetingv3.t?9a m-f'�.� :.���. __ _ 120-550 V . •1f'Qj� '.. ugpower MPPT rar,!ge.,-.,_- - 200-50ON 150V-- --- _`_- --_ _ ac _ „- Max-useblewrren 20.0 A_ 18.0 A per MPP tracker;,18.0 A per MPP Vadke�'r, 20.0 A per MPP tradcei, - __.. r Max short drcud wrrent Q STC _ _ _ _ 24.0 A par MPP tracker T� 3800 W_' s _4800 W_ -_ 5.600 W - .£. ` •� __ Allowed DC loading ratio - 1.5 - -• _._'--- Cisconnect - - - - Internal 2 �.. 'y. Iv =a, �+�, •. tTotal mpul strings available _ _ 2. OUTPUT(AC) _ _ Noower minal p 3000 W' ',�..'-___3800 W� :L,-_- 5200 W.- �_ _6600 W, __... 7600 W,. � • - Max continuous power `3000 W @@208 V/ 3300 W 208 V I`�"-'5200 W @ 208 V/�f 6600 W @ 208 V/ 6600 W @ 208 V I-' IYo_Ix continue _--- 183-228 5200 W @ 240 V 6600 W @ 240 V 7600 W @ 240 V_ 3000 W 240 V �, 3800 W @ 240 V �,_ - `T144A(o3208V/ tii 158A@208V/ _1, '250A@208V1 31.7A@208V/- 31.7A@208 V/- -1 i 1 Nominal current 12 5 A@ 240 V _ t 15.8A@240V 216A@240V 27,SA@240V _. 317A@240V Max OCPD,fafirg_ 4d.....G,` 20A -. - --- 30A 40A.'T- 40A j --- l ommalfrequerxy -AO TL Y ew-Ficy range. t T _-- --59 3 60.5 H. ild)uslable frequency 57 0 83.0 Hz _ T k Night consumption r ~- s '1W Gc't'f•17.6 T1 ~ kTotal Gamomc Dlslptlpn@nominal power 3%_ -�- PoNerfakdo� nominal power Adjishable pknuerjactor fang@ y 0.851 0.85c Acculbc noise emission ��- _ _ .<50 db(A)@ Im GENERAL SPECIFICATION Max.efficiency i _ ...a-- - -- 98% .. .. _ .._.. -' -•-- ' 97.5%@ 208V 197.5%@ 240V - —---�� Operatingtemperature range r- _.-: _--_- -13-158°F(-25-70°C) rw deratiry below 122°F(50'6)___ a -_ �5lomge temperature rang° -40'-185°F 0`100%- Max.operating attitude i T T 2000m above sea_Level �--- MECHANICAL DESIGN _ Solar I SizeLx x es z xDmm ! 19-8x15.843.0lbs495z401x216 m) 26.8x158 x8.5bs(29.x401_x216mm) _ - - Weight _ 43 O lbs(19.5 kg) 65,0 lbs(29 5 kg) .Cooling. _Natural Convection Solar Inverters and Monitoring Residential Installations: AC connectors -' Spring terminals in connection box-- �" pab6le W ng Guagein AC AW G 20-AWG 6(based on tl e rex num current co'nsxlemtion) _ Transformerless(TL): 3.0 kW, 3.8 kW, 5.2 kW, 6.6 kW, 7.6 kW bC oonnectos 2 pars of spring terminals immnnection box - 4 pairsofspdng terminals in connection box Compeb)e Wirifg.Guage m DC AWG 20-AWG 6(based on the maximum current consideration) Communicabon inter Oce . ,Display _ 3 LEDs 4-Line LCD Features: STANDARDS/DIRECTIVES Wide operating voltage range: 120 - - -•550V Encbsure protect on sting, NEMA 4X+salt mslcorrosion protection Wide operating temperature range:-13-158°F(-25-70°C) sateN uLria,-2.csA222No.1o701^� -- High CEC efficiency:97.5% IsoatronMonj[or•tntenpt(�M)) __ _T ,NEC690.35,UL1741ORD- Ankjslandipg plotectio. I_ _ _ _ „ T IEEE 1547,IEEE 1547 1 _ - Integrated AFCI(Arc Fault Circuit Interruption) eMc FccPartuAae.ICEsoo3 _ — - - -�. UL 16'998(T)pe 1).NEC 690 2014 � NEMA4 plus salt mist corrosion protection integratgdmeter,LQpQona - Re�nueGradeDaa,ANSIC12.1(meet29%Accuracy) - -..__ _ _ _ iRegulation of grid suppott� _ _ _ _----T-Cal'rfomi_a Rule 21',RECO Compliant" � Convection cooling WARRANTY _ S6Ir _ _ _ _ 10 years Dual MPPT(5.2kW/6.6kW/TRW) Pending standard release and approval from NRTL Lab. •Lighter and smaller Pending listing from HECO. UL 1741/IEEE 1547/CEC Listed/UL 1699B/NEC 2011 690.11 Delta Pr«w°tsCorporation,Inc. 46101 Fremont BNd, Frenront.CA 538 Sales Emait ASP.S akQdele d p.com Support Email:ASPS plracory. mm Saps Hodine::+1$77.440.5%1 or-1-626-369-8021 Support Hotline:+1-877-442-4832 Support lntl. 69-8019 COUS riday to Friday from V 8 am to 5 pm PST(apart from Holidays) 11"SOlarCity ( ®p$olar Next-Level PV Mounting Technology ''SOlarCity I ®pSolar Next-Level PV Mounting Technology ZS Comp Components for composition shingle roofs Mounting Block Array Skirt Interlock Part No.850-1633 Part No.850-1608 or 500-0113 Part No.850-1388 or 850-1613 Listed to UL 2703 Listed to UL 2703 Listed to UL 2703 u Flashing Insert Grip Ground Zep V2 Part No.850-1628 Part No.850-1606 or 850-1421 Part No.850-1511 Listed to UL 2703 Listed to UL 2703 Listed to UL 467 and UL 2703 �OMPAT'R Description • / PV mounting solution for composition shingle roofs ~FA /a. Works with all Zep Compatible Modules SOWN • Auto bonding UL-listed hardware creates structural and electrical bond • ZS Comp has a UL 1703 Class"A"Fire Rating when installed using modules from any manufacturer certified as"Type 1"or"Type 2" Captured Washer Lag End Cap DC Wire Clip U� LISTED Part No.850-1631-001 Part No. Part No.850-1509 Specifications 850-1631-002 (L)850-1586 or 850-1460 Listed to UL 1565 850-1631-003 (R)850-1588 or 850-1467 • Designed for pitched roofs 850-1631-004 • Installs in portrait and landscape orientations • ZS Comp supports module wind uplift and snow load pressures to 50 psf per UL 2703 • Wind tunnel report to ASCE 7-05 and 7-10 standards • ZS Comp grounding products are UL listed to UL 2703 and UL 467 • ZS Comp bonding products are UL listed to UL 2703 • Engineered for spans up to 72"and cantilevers up to 24" • Zep wire management products listed to UL 1565 for wire positioning devices Leveling Foot Part No.850-1397 zepsolar.com zepsolar.com Listed to UL 2703 This document does not create any express warranty by Zep Solar or about its products or services.Zep Solar's sole warranty is contained in the written product warranty for This document does not create any express warranty by Zep Solar or about its products or services.Zap Solar's sole warranty is contained in the written product warranty for each product.The end-user documentation shipped with Zep Solar's products constitutes the sole specifications referred to in the product warranty.The customer is solely each product.The end-user documentation shipped with Zep Solar's products constitutes the sole specifications referred to in the product warranty.The customer is solely responsible for verifying the suitability of ZepSolar's products for each use.Specifications are subject to change without notice.Patents and Apps:zspats.com. responsible for verifying the suitability of ZepSolar's products for each use.Specifications are subject to change without notice.Patents and Apps!zspats.com. Document#800-1839-001 Rev D Date last exported:April 29,201611:22 AM Document#800-1839-001 Rev D Date last exported:April 29,201611:22 AM