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Building Permit #696-2017 - 116 BRADFORD STREET 1/5/2017
Olt ' %ORTH BUILDING PERMIT °1 t,@° "�'Vo Se- - 1 TOWN OF NORTH ANDOVER o APPLICATION FOR PLAN EXAMINATION ` � / . , Permit NO#: Date Received ! ��°°RgrEo Pepy cy Date Issued: / �1 MPORTANT: Applicant must complete all items on this page LOCATION 4 �I CDr ► 1F�rd St; t 4' PROPERTY 01NNERl; `r ZONINGDISTRIGT. "Histonc`Distnct "'" 'yes no :::'PARCEL r. r- , ., _ Machine.StiopVillage.' yes; no TYPE OF IMPROVEMENT PROPOSED USE Residential Non- Residential ❑ New Building ❑ One family ❑Addition X Two or more family ❑ Industrial Alteration S I&r .\( No. of units: Z F0,rY*1 ❑ Commercial ❑ Repair, replacement ❑Assessory Bldg ❑ Others: ❑ Demolition ❑ Other `Seip OW"-ell 1 - ® FloodpJ in Wetlan.tls - 1�C 03 W tershedil®istriof PW"ate /mer, : {i iL DESCRIPTION OF WORK TO BE PERFORMED: InS t� 11 Solar 2l?CC t y G mntts fi0 ym f of ex i Sfil r1A h OY-ne -to bk w IDA home% r aty r ca,I sus tern . 3 e, s. .q L., - tv r a I mdes i t Identification- Please Type or Print Cl a ly OWNER: Name:NgrmaO f yyttr- Phone:01Z- log] -- G5tQ3 Address: I 1 rd S -eZt Contractor Name RA ' Phone =.21 �EtYiail. 'I� 1e.. w Sal rC-0.i'Y1 Address :; _ Fz �Sipervisor'sConstructionhLicerise Home Improvement License ARCHITECT/ENGINEER hVtS e1 n I!OI�Z.an Phone: k0S0 - V;S- 10 2.9 Address: 30 55 CIMYV1eW W-\A IA Reg. No. 5 etc 12 X14 62 FEE SCHEDULE:BULDING PERMIT:$12.00 PER$1000.00 OF THE TOTAL ESTIMATED COST BASED ON$125.00 PER S.F. Total Project Cost: $ k 000 FEE: $ IM Check No.: '$O q Receipt No..: 3 NOTE: Persons contracting wit nre ' tere Tactors do not have access tot guar tty d Location / // ! r- A iD 37 , Date 0117 l • - TOWN OF NORTH ANDOVER Certificate of Occupancy $ Building/Frame Permit Fee $V' Foundation Permit Fee $ Other Permit Fee $_ TOTAL $ Check# i7 / /Buil@'ng Inspector 1 Plans Submitted ❑ Plans Waived ❑ Certified Plot Plan ❑ Stamped Plans ❑ TYPE OF SEWERAGE DISPOSAI, Public Sewer ❑ `Tanning/Massage/Sody Art ❑ Swimming Pools 0 Well ❑ Tobacco Sales ❑ Food Packaging/Sales D Private(septic tank,etc. ❑ Permanent Dumpster on Site ❑ THE FOLLOWING SECTIONSFOR OFFICE USE ONLY INTERDEPARTMENTAL SIGN OFF m U FORM PLANNING & DEVELOPMENT Reviewed On Signature_ COMMENTS CONSERVATION Reviewed on Signature COMMENTS HEALTH Reviewed on Signature COMMENTS I � - Zoning Board of Appeals: Variance, Petition No: Zoning.Decision/receipt submitted yes Planning Board Decision: Comments Conservation Decision: Comments Water& Sewer Connection/Signature& Date Driveway Permit I DPW Town Engineer: Signature: Located 384 Osgood Street FIRE DEPAR?7'MENT =Temp ®wmpste"ron Located at 1- 4 s I Fire Departrnen sg tureldate R • , : w � :, t ; x?''- �.,gp�,5e�?. `'awak!xe r .�..��r t i�p ^r{r.7{ - + �' r.+ iy > , "`# �_ � r • p R•� C®�iVll1/IENTS Dimension Number of Stories: Total square feet of floor area,;:based on Exterior dimensions. Total land area, sq. ft.: ELECTRICAL: Movement of Meter location, mast or service drop req'Oires approval of Electrical Inspector Yes No DANGER ZONE LITERATURE: Yes No MGL Chapter 166 Section 21A—F and G min.$1oo-$1o00 fine NOTES and DATA— (For department apse) i i ,I i i ® Notified for pickup Call Email Date Time Contact Name Doc.Bi lding Pennit Revised 2014 I 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 I 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 M 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) 1 4- 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 2012 IECC Energy code i 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 NORTH own of 3� : _ : F . Andov* er o h ver, Mass, / 400 / 7 A- COC NICHLWICM y1' '7,es R�tTEO U BOARD OF HEALTH Food/Kitchen PERMIT T LD Septic System THIS CERTIFIES THAT . . ........... .. .......... . ,SiS' i►,�Vt,,,, BUILDING INSPECTOR ...... ......... .... . . .,... '. ....... .�.. .>�...orwoc Foundation has permission to erect .......................... buildings on .. Rough to be occupied as ...... .. trls �.�... ...�. ......... y ......3--1 ..................... .............. Chimney provided that the person accepting this permit shall in every respect conform o 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 CONSTRUCTION TS 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#64.8-TBD .� p+�SolarCit W RU PIL Q-.Q y Hussein �, Digitally signed by Hussein kazan January 4, 2017 Date:2017.01.04 RE: CERTIFICATION LETTER kaza n 13:26:42-051001 -w Project/Job#0184281 Project Address: Axler Residence ,f kd OF A4.4 116 Bradford St North Andover, MA 01845 AH] North Andover HU�.§IEIN A:` ZAIN SC Office Wilmington Design Criteria: No. X2612_ -Applicable Codes = MA Res. Code,8th Edition,ASCE 7-05,and 2005 NDS IST \ - Risk Category =-II -Wind Speed = 100 mph, Exposure Category C, Partially/Fully Enclosed Method -Ground Snow Load = 50 psf - MPI: 3x7 @ 16" OC, Roof DL= 12.5 psf, Roof LL/SL= 35 psf(Non-PV), Roof LL/SL= 35 psf(PV) - MP2: 2x8 @ 16" OC, Roof DL= 13.5 psf, Roof LL/SL= 35 psf(Non-PV), Roof LL/SL= 35 psf(PV) - MP3: 2x6 @ 16"OC, Roof DL= 10 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. Hussein A. Kazan, P.E. Professional Engineer T: 609.642,9016 email: hkazan@solarcity.com 3055 Clearview Way San Mateo,CA 94402 T(650)638-1028 (888)SOL-CITY r(650)638-1029 solarcity.com At 05300.ARM-E937.47 R0424,M,10t 24545",CAr$tHag-04 CO rC'8041.C7HIC 06S2770/ELC011.4'_05.GC+JCSJ I..IW3tCC902585.DE sJ1:1.J,16i t1-6a+2F.ErISG}5226.HICT+4770.IL 15,X52.MAHIC/58572/ EL1156MF•M0•dC 11314(J1';V 6.W*W'r1 U.s.ri C.447C n'•51is+;4JNJ CRI!H'1%0bM/*aFEi1'rA274p >1 .'a.EM '391 NV Mr10IM6111.C2 7079L48162 WX'17,DHtL 47707 OF C51301M/C662 FAHICPA077it3.M ACppf?7436316.T%TEU.1;036.07 P7169G5-3507 4•r tsE:7515-'s 118..T EM+JSP24,N'4 S�.ARC SIC-`i'SCiARG'J(l,ts7,Al6fry 430.•,r erne A 4'.f.Nand+.N240^rirnr_+)..a/en4m PC e041.P...a fr!I H tt964�0-00-04 Sof/'k .051 05 F1.W tt:J'.ttdt WG-264B8 413.'1r C V.0D1S84Dr A 5 :J1':.14 C L1--dfId.0 l-vizoo MV.+485. 5.atw St 6t. rl U 6•e.r,n sJr+•--J d:n396C-OrA AJ:'+ ff +d4dtl Wu NF atcRC1Mrp y,LLC CA rinan;z lcnderf L:tta}L4]^:S.er(.4 f rw et,a. F LLC.'sc41net1 Lr,lha Dd4.ra•J id 6aHt C,•m -1af t. g v•n Eut.w 4 +D•Y+•Ya uWvlliarnm nlwnbxf 04431.MG:rn.+m.rr La4n 1.1::anfa 2241!N nrts9rt in,l:onus.,.sd•L1L 23.1411044.RI i eantadt.maer*. 153103LL r)R.��:i4•rdd..raa'-•r 44,.v n:itNt,Yt undta Lw",nte w6`6a Version#64.,8-TBD Solarcit RU' PIL OQ� 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 MP1 64" 23" 39" NA Staggered 45.9% MP2 64" 24" 39" NA Staggered 46.1% MP3 64" 22" 39" NA Staggered 56.9% Portrait Hardware-Portrait Modules'Standoff Specifications Hardware X-X Spacing X-X Cantilever Y-Y Spacing Y-Y Cantilever Configuration Uplift DCR MPi 32" 15" 64" NA Staggered 37.7% MP2 32" 15" 64" NA Staggered 37.8% MP3 32" 14" 64" NA Staggered 46.7% Structure Mounting Plane Framing Qualification Results Type Spacing Pitch Member Evaluation Results MPi Stick Frame 16"O.C. 220 Member Analysis OK w/Upgrades as Specified in Plans MP2 Vaulted Ceiling 16"O.C. 260 Member Analysis OK MP3 Stick Frame 16"O.C. 280 Member Impact Check OK 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 T(650)638 -1028 (888)SOL-CITY r(650)638-1029 solarcity.com AL 05C;i0 AR M•8037 12 ROL 11T-371 ROC 245450 CA Mr,088104 CG rCE041 CT WC 065 j778.'EEC<1?� D^4�.:5 Voj er EC�Zlf..,;,OC<un12 j33t.Tl.aw-n E "0062,6,H!CT:07:,I-L L-X52 MA ip,.14t572 -1136MN MO 111,, 1'1'�d@ 113"1,Nt VlI:0117 VM C7':71v1Y5'iM,tr_.Pl..i._gt!MC..:15ndR'J/2LERh17T,Y7:�'t NM EE,3,L,0500,Ni%7u'z-,3- < 10A41 r5;.u- M.•"5M F,47,W.ai TS 19 C41..,/r Eel PA MCPAn77643 P. ACLY/4714;aaV,CB'[t Ts TECL(7L.416,L T 872605D-55t'1 VA ELEli051SS08,T EM LX 62't WA S'LAPt'VN�d SOLAR,'9CvN A7twy 419 6rem+A-48'N arum.Pi i')dMIX.)P,r.�wn F'6(01 R..rand 14-11864-LUC?)-i:J.6u1fa 5:x057-H,Wei.t•rhostw WC 2AA8+n3.N y C 420(11384 0CA CCENIC'1 r C L_w.ad Beau A.6 A1241.A♦1,4465.LS Watt St.:th n .t t0 51 -Yeo.Nr-2u1 0ZC"066-D A..A!�.ar.•a^stlad by S01arC tflmar:ar C v Nrry.LLC CA 6ir1a+ :r landnEtr;.er gb'L54796 SelarC,ty Flnanec C-m{.'mr LLCM nn-.tl lry tn.Ddexare$tat.51M C.m -i—V 4naipM�n p,r.,..,-T nDel lw.,,W� --- aa�,mDerf'70412 M^u Cons�m+.rlwnl�•ame,ldl E:; 'nxt;.`+Pr1-,anlrr sneedll?$' �11.:4,RI,...nsedLmdgr R:ttr i'^1Ll.TX R.e.'+••gd"ret:�.1d1.lf-E`:1.:. 2:,.41`fleder Li:Ynaq N•.'L6 STRUCTURE ANALYSIS - LOADING SUMMARY AND MEMBER CHECK- MP1 Member Properties Summary MPI Horizontal Member Spans Upgraded Rafter Properties Overhang 1.16 ft Net W 3.00" Roof System Pro erties ; San 1 _46 14.07 ft 'E uiv D 6;43" .' Number of Spans w/o Overhang) 1 Span 2 Nominal Yes Roofing,Material_ �; Comp'Roof Span 3 _' A(in^2)''R' iJ9.30 _ Re-Roof No Span'_4 Sx(in.^3) 20.70 Plywood Sheathing % Yes Span y - _ ' Ix in^4 =_ 66.61 ::.. Board Sheathing None Total Rake Span 16.43 ft TL Defl'n Limit 120 Vaulted Ceiling _ Noqw, PV 1 Start 5.00 ft Wood Species di,SPF Ceiling Finish 1/2"Gypsum Board PV 1 End 14.33 ft Wood Grade #2 Rafter Slope ' s It J,� 220 PV 2 Start Fb(P );si 875 Rafter Spacing 16"O.C. PV 2 End Fv(psi) 135 Top Lat'Bracing Full ;= PV 3 Start g�� "`E(psi) 1;400,000 Bot Lat Bracing At Supports PV 3 End E-min(psi) 510,000 Member Loading Summary Roof Pitch 5/12 Initial Pitch Adjust Non-PV Areas PV Areas Roof Dead Load DL 12.5 psf x 1.08 13.5 psf 13.5 psf PV Dead Load __ Y(" - PWDL 3.0_psf�- x 1.08'0-,- _ ;,-3.2 psf W Roof Live Load RLL 20.0 psf x 0.95 19.0 psf Live/Snow Load„ kt, LL/SL1,2 `:.* 50.0 psf x 0.7 1 x,0.7 " 35.0 psf,,.. 35.0 Total Load(Governing LC I TL 1 48.5 psf 51.7 psf Notes: 1. ps=Cs*pf; Cs-roof,Cs-pv per ASCE 7[Figure 7-2] 2. pf=0.7(Ce)(CO(IS)py; Ce=0.9,Ct=1.1,I5=1.0 Member Design Summary(per NDS) Governing Load Comb CD CL + CL - CF Cr D+ S 1.15 1.00 1 0.95 1.2 1.15 Member Analysis Results Summary Governing Analysis Max Moment @ Location Capacity PCR Result + Bending Stress(psi) 964 8.3 ft 1,389 0.69 Pass Mounting Plane Information Roofing.Material Comp Roof j Roof Slope 220 Rafter Spacing - 16"O.C. Framing Type/ Direction Y-Y Rafters PVSystem'Type Sola_rCity SleekMountT`" _ Zep System Type ZS Comp StandofP_(Attachrrient Hardware Comp Mount SRV Spanning Vents No Wind Desi n Criteria Wind Design Code IBC 2009 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 Kd 0.85 Table 6-4 Tm ortance 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 GCp(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 P(downl 10.0 psf ALLOWABLE STANDOFF SPACINGS _ X-Direction Y-Direction Max Allowable Standoff Spacing Landscape 64" 39" Max Allowable Cantilever_ Landscapes _ -_ 23"+� _ _ _ NA Standoff Configuration Landscape Staggered Max Standoff Tributary.Area Trib 17 sf _ PV Assembly Dead Load W-PV 3.0 psf Net_Wind_Uplift at_Standoff T-actual 1252 lbs 548 lbs Uplift Capacity of Standoff T-allow Standoff_Demand/Capacit DCR 45.9% X-Direction Y-Direction Max Allowable Standoff Spacing Portrait 32" 64" Max Allowable Cantilever" Portrait 15" NA Standoff Configuration Portrait Staggered Max Standoff Tributary_Area Trib 14 sf PV Assembly Dead Load W-PV 3.0 psf Net Wind Uplift at5tandoff T actual -206 Ibs Uplift Capacity of Standoff T-allow 548 lbs 1§iTndoffiDemand/Capacity DCR 37.7% STRUCTURE ANALYSIS - LOADING SUMMARY AND MEMBER CHECK- MP2 Member Properties Summary MP2 Horizontal Member Spans Rafter Properties Overhang 1.32 ft Actual W 1.50 Roof System Properties Span 1 11.31 ft Actual D 7.25" Number of Spans w/o Overhang) 1 Span 2 Nominal Yes Roofing Material Comp Roof Span 3 A(in^2) - 10.88 Re-Roof No Span 4 Sx(in.^3) 13.14 Plywood Sheathing Yes San 5 . Ix(in^4 47.63 Board Sheathing None Total Rake Span 14.05 ft TL Defl'n Limit 180 Vaulted Ceiling Yes PV 1 Start 2.42 ft Wood Species SPF Ceiling Finish 1/2"Gypsum Board PV 1 End 11.50 ft Wood Grade #2 Rafter Slope : 260 PV 2 Start Fb(psi) 875 Rafter Spacing 16"O.C. I PV 2 End Fv(psi) 135 Toplat Bracing Full PV 3 StartE(psi) 1,400,000 Bot Lat Bracing Full 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 1.11 15.0 psf 15.0 psf PV Dead Load 3�/ PV-DL 3.0 psf x 1.11 ;< 3.3 psf Roof Live Load RLL 20.0 psf x 0.90 18.0 psf Live/Snow Load 41 _ LL SLl'2 50.0 psf x 0.7 1 x 0.7 35.0 psf 35.0 psf 'r Total Load(Governing LC TL I 1 50.0 psf 53.4 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 Summary(per NDS) Governing Load Comb CD CL + CL - CF Cr D+S 1.15 1.00 1.00 1.2 1.15 Member Analysis Results Summary Governing Analysis Max Moment @ Location Capacity DCR Result + Bending Stress(psi) 1,004 7.1 ft 1,389 0.72 Pass i i i i i I) ' ZEP HARDWARE DSGNCALCULATIONS --MP2 � Mounting Plane Information Roofing Material Comp Roof Roof Slope 260 Rafter Spacing 16"O.C. Framing Type/Direction Y-Y Rafters PV System Type SolarCitySleekMountT"' Zep System Type ZS Comp Standoff Attachment Hardware), Como Mount SRV Spanning Vents No Wind Desian Criteria Wind Design Code IBC 2009 ASCE 7-05 Wind_Design_MethodPartially%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 Krt 1.00 Section 6.5.7 Wind Directionality Factor Kd 0.85 Table 6-4 Importance Factor I 1.0 Table 6-1 Velocity Pressure qh qh = 0.00256(Kz)(Kzt)(Kd)(V^2)(I)18.5 psfI Equation 6-15 Wind Pressure Ext. Pressure Coefficient(Up) GCp(Up) -0.88 Fig.6-11B/C/D-14A/B Ext. Pressure Coefficient` Down _ _ GCp(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 dawn 10.0 Psf ALLOWABLE STANDOFF SPACINGS X-Direction Y-Direction Max Allowable Standoff Spacing Landscape 64" 39" Max Allowable Cantilever .!__ _Landscape_ 24" NA Standoff Configuration Landscape Staggered Max Standoff Tributary,Area Trib 17 sf _ PV Assembly Dead Load _ W-PV 3.0 psf Net Wind Uplift at Standoff_ T-actual -252 lbs Uplift Capacity of Standoff T-allow 548 lbs Standoff Demand/Capacity I DCR 46.1% X-Direction Y-Direction Max Allowable Standoff Spacing Portrait 32" 64" Max Allowable Cantilever _ Portrait 15" NA Standoff Configuration Portrait Staggered Max Standoff Tributary_Area Trib 14 sf PV Assembly Dead Load W-PV 3.0 psf Net Wind Uplift at Standoff T-actual -207 lbs Uplift Capacity of Standoff T-allow 548 lbs Standoff Demity DCR 37.8% r f gRUCTURE ANALYSIS - LOADING SUMMARY AND MEMBER CHECK- MP3 Member Properties Summary MP3 Horizontal Member Spans Rafter Properties Overhang 1.49 ft Actual W 1.50" Roof System Properties Span 1 �T' 11.03 ft,. Actual D °"5.50° Number of Spans w/o Overhang) 1 Span 2 Nominal Yes Roofing Material= Comp Roof Span 3 A(in^2) 8.25 Re-Roof No Span 4 Sx(in.^3) 7.56 Plywood Sheathing �° Yes _ San 5 :�, f - Ix in^4 �,��20.80 ___ Board Sheathing None Total Rake Span 14.18 ft TL DefPn Limit 120 Vaulted Ceiling , iNo PV 1 Start 0.92 ftz Wood Species SPF Ceiling Finish 1/2"Gypsum Board PV 1 End 6.92 ft Wood Grade #2 Rafter Slope � 280 APV 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) ; •A 400,000 Bot Lat Bracing At Su orts PV 3 End E-min si 510,000 Member Loading Summary Roof Pitch 7/12 Initial Pitch Adjust Non-PV Areas PV Areas Roof Dead Load DL 10.0 psf x 1.13 11.3 psf 11.3 psf PV.Dead Load PV-DL 3.0 psf^ x 1.13 °s 3.4 psf Roof Live Load RLL 20.0 psf x 0.88 17.5 psf Live/Snow Load'"" LL/SL1,2 "*,°°.5o.0 psf x 0.7 1 x 0.7 35:O;psf 35.0 psf Total Load(Governing LC TL 1 46.3 psf 49.7 psf Notes: 1. ps=Cs*pf; Cs-roof,Cs-pv per ASCE 7[Figure 7-2] 2. pf=0.7(Ce)(CO(IS)p9; 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 1 0.58 1 1.3 1.15 Member Analysis Results Summary Governing Analysis Pre-PV Moment Ib-in) jPost-PVMomentj Net Im act Result Gravity Loading Check 1,433 1,489 1.04 Pass I I I i i [2EHARDWARE DESIGN CALCULATIONS=MP3 _ Mounting Plane Information Roofing Material , Comp Roof Roof Slope 280 Rafter'S acin 16"O.C. - Framing Type/ Direction Y-Y Rafters PV.System_Type ; '_ Sola_rCity SleekMountT"' Zep System Type ZS Comp Standoff(AttachmentiHardware) Comp Mount SRV Spanning Vents No Wind Design-Criteria _ Wind Design Code IBC 2009 ASCE 7-05 WindDesign Methods _ 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 fit:>'7 h 25 ft Section 6.2 Wind Pressure Calculation Coefficients Wind Pressure Exposure KZ 0.95 Table 6-3 Topographic Factor,' f KA 1.00 -' Section 6.5.7 Wind Directionality Factor Kd 0.85 Table 6-4 Irtm ortance Factor T. I 1.0 Table 6-1. Velocity Pressure qh qh = 0.00256(Kz)(Kzt)(Kd)(V^2)(I) 20.6 psf Eq nation 6-15 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 Up POP) -19.6 psf Wind Pressure Down down 18.0 psf ALLOWASLTANDOFF SPACINGS X-Direction Y-Direction Max Allowable Standoff Spacing Landscape 64" 39" Max Allowable_Cantilever Landscape 22" _ NA Standoff Configuration Landscape Staggered Max Standoff Tributary Area __ Trib 17 sf PV Assembly Dead Load W-PV 3.0 psf N_et,Wind Uplift at Standoff T-actual -312 lbs Uplift Capacity of Standoff T-allow 548 lbs Standoff Demand Ca aci DCR 56.9% X-Direction Y-Direction Max Allowable Standoff Spacing Portrait 32" 64" Max Allowable Cantilever Portrait 14" NA Standoff Configuration Portrait Staggered Max,Standoff Tributary Ar_e__a- Trib 14 sf_ - PV Assembly Dead Load W-PV 3.0 psf y et, ,, _nd Uplift at Standoff - T-actual_ _ -256 lbs Uplift Cap_acity of Standoff T-allow 548 lbs Standoff Demand Ca aci DCR 46.7% Tile Commentueatlh OfM4USUCJIust*tts Department oflndustrialAccidents Ofrice ofrnvesilgakons 1 Congress Street, Suite 100 Boston,M4 02114-2017 www mass gou/dia Workers'Compensaf ext Insurance Affidavit.Bwildex-s/ConitrActer-s/Electricians/Plumbers Apaiggnt Information Please Print Legibly Narr2C (Business(4rgariizationllndividuat): Sola City Corp. Address: 3055 Clearview Way City/StattrlZi : San Mateo CA. 94402 Pbone#: 888-765_-2489 Are you an employer?Check the appropriate box: .Type of project(required): 1.E1 am a employer with 5,000 4- ❑ I am a general contractor and i employees(full and/or part-time).* have hired the sub-contractors D New construction 2.❑ 1 am it sole proprietor or partner- listed on the attached sheet 7. ❑Remodeling ship and have no employees These sub-contractors have Il, ❑Demolition working for me in any capacity. employees mid have workers' [No workers` comp, insurance comp. insurauce? 9• ❑Building addition required,] 5. ❑ We are a corporation and its 10.0 Electrical repairs or additions 3.0 1 am a homeowner doing all work officors have exercised their I L❑.plumbing repairs or additions myself. ' i No workerscomp. i`giltk o "eurpicirs pw VIG y [ P 12.n Roof repairs insurance required.]# £. 152,§1(4),and we have no 13 ✓ Otht r Solar/FV employees. [No workers' comp.insurance reilltireri.] *Any spplicant that chgekr box H l must also fill out the section below showing their workCrs,compCnsatiert policy information. #Homeowners who submit this affidavit indicating they art doing allwork and then hire outside contractors must submit a new afluavit indinatingsua. :Contmetors that check this hox must attached on additional sheet showing the name of She subcontractors and state whether or not those entities have emplopces. If the sub-contrActors have employees,thcv must provide their workers'crane policy nurntter. I am an employer that is provltlitng workers'compensation in!Nit for my employees. Below is Ilie policy and job site information. Insurance Company Name: Zurich American Insurance Company Policy#or Self-ins.Liu.#: WC0182015-01 Expiration Bate:9/1/2017 Jos site Address: 114-116 Bradford Street City/state/Gip: North Andover Attach a copy of the workers'compensation policy deeloration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL e. 152 can lead to the imposition of cdminal penaltics of a fine up to$1,500.00 andlor ane-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a fine of Lip to$250.00-a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby reri6 at the pair:$and penalties of perjuti,Aral the in formation provided above is true and correct. Signature: 1/5/17 1'hatte#: ficial use wsly, Ito trot write int this ares,to be cs:npleted by city a tows.officiul. City or Town: Perrttit/lL,icense b Issuing Authority(circle oche): I.Board uf'Ilealth 2.Building Department 3.City/Town Clerk 4,Vectrical Inspector S.Plumbing Inspector 6.Other Contact person: Phone#: Office of Consumer Affairs and Business Regulation 10 Park Plaza - Suite 5170 Boston, Massachusetts 02116 Home Improvement Contractor Registration i Registration: 168572 Type: Supplement Card Expiration: 3/8/2017 SOLAR CITY CORPORATION DAN FOND 24 - 24 ST MARTIN STREET BLD 2UNIT 11 - -- --- MARLBOROUGH, MA 01752 Update Address and return card.Mark reason for change. �] Address :] Renewal n Employment Lost Card t>6ice of Consumer Affairs&Business Regulation License or registration valid for individul use only "OME IMPROVEMENT CONTRACTOR before the expiration date. If found return to: Office of Consumer Affairs and Business Regulation a f Registration: 168572 Type: 10 Park Plaza-Suite 5170 Expiration: 3/8/2017 Supplement Cerd Boston,MA 02116 SOLAR CITY CORPORATION' DAN FONZI 3055CLEARVIEW WAY `,c ..z •: _ SAN MATEO,CA 84402 Undersecretary Not valid without signature �- Ni1�4acttt�a�tts Ilcpairtiuresttt wt pllc.� i3rsard,of SutlWirgt Ragulatozins arts!StORdiMs lirmnsa:CS401687 osil C[rrtostrurxt04 guparvl"f DANIEL D FONZI 390 ANDOVER STREET WILMINGTON MA "11187 �.M CAi xpri.rat y Ct tsar;las a er 091=2018 DocuSign Envelope ID:CE808EBE-FE41-4007-91 ED-B4CA7D751C86 SolarCity I Purchase Customer Information l6stallation Location Date Norman Axler 116 Bradford Street 12/27/2016 116 Bradford Street North Andover,MA 01845 North Andover,MA 01845 9786979563 'Here are the terms of your Solar Home Improvement Agreement 20yr kW DC ' System Warranty System Size The SolarCity Promise •We provide a money-back energy performance guarantee.. DS •We warrant all of ourroofing work. •We warrant 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 pricing in this Agreement is valid for 30 days after 12/27/2016. ti Your SolarCity Purchase Agreement Details Contract Price �. $48,841 1 Amount Due $41,675 Est.first year production 9,702 kWh 3055 Clearview Way,San Mateo,CA 94402 1 888.765.2489 1 solarcity.com. 2424385 Solar Home Improvement Agreement,version 4.0.4,December 21,2016 Contractors License MA HIC 168572/EL-1136MR Document generated on 12/27/2016 ❑■ ■� Copyright 2008-2015 SolarCity Corporation,All rights Reserved Ir bV46-_ DocuSign Envelope ID:CE808EBE-FE41-4007-91 ED-B4CA7D751C86 23. ADDITIONAL RIGHTS TO CANCEL. IN ADDITION TO ANY RIGHTS YOU MAY HAVE TO CANCEL THIS AGREEMENT UNDER SECTION 24 BELOW AND UNDER SECTION 1 OF THE GENERAL TERMS AND CONDITIONS,YOU MAY ALSO CANCEL THIS AGREEMENT AT ANY TIME PRIOR TO COMMENCEMENT OF CONSTRUCTION ON YOUR HOME. 24. NOTICE OF RIGHT TO CANCEL. YOU MAY CANCEL THIS AGREEMENT AT ANY TIME PRIOR TO MIDNIGHT OF THE THIRD BUSINESS DAY AFTER THE DATE YOU SIGN THIS AGREEMENT. SEE THE ATTACHED NOTICE_ OF CANCELLATION FORM ATTACHED AS EXHIBIT 1 FOR AN EXPLANATION OF THIS RIGHT. By signing below,I agree that SolarCity can contact me for telemarketing and informational purposes via call or text using automated technology and/or pre-recorded messages using the phone number(s)I provided that are listed on the first page of this contract.I understand that consent is not a condition of purchase. You may opt-out of this authorization at any time by calling us at:888-765-2489 or sending us written notice and mailing it to:SolarCity Corporation,Attention:Phone Authorization Opt-Out,3055 Clearview Way,San Mateo,CA 94402. Customer's Name:Norman Axler Solar Home Improvement Agreement C�' ocuSigned by: Signature: ��' a�`� SolarCity 05E25D2DE64:4... Date: 12,/27/2016 approved Customer's Name: Signature: Signature: Lyndon Rive, CEO Date: Date: 12/27/2016 Solar Home Improvement Agreement,version 4.0.4,December 21,2016 2424385 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. Digitally signed by CONC "ONCRETE 3. A NATIONALLY-RECOGNIZED TESTING DC DIRECT CURRENT LABORATORY SHALL LIST ALL EQUIPMENT IN kazan HUSSeIn kalan EGC EQUIPMENT GROUNDING CONDUCTOR COMPLIANCE WITH ART. 110.3. H USSeIn (E) EXISTING 4. WHERE ALL TERMINALS OF THE DISCONNECTING __, Date. 2017.01 .04 13.27.13 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. 05'00' 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. I 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 J�A OF LBW LOAD BEARING WALL DISCONNECTING MEANS PER ART. 690.31(E). , "' +Q�+�,�L MIN MINIMUM 8. ALL WIRES SHALL BE PROVIDED WITH STRAIN y (N) NEW RELIEF AT ALL ENTRY INTO BOXES AS REQUIRED BY HUSSE51 A. NEUT NEUTRAL UL LISTING. KAZA.N �+ NTS NOT TO SCALE 9. MODULE FRAMES SHALL BE GROUNDED AT THE OC ON CENTER UL-LISTED LOCATION PROVIDED BY THE No. 52612 PL PROPERTY LINE MANUFACTURER USING UL LISTED GROUNDING POI POINT OF INTERCONNECTION HARDWARE. PV PHOTOVOLTAIC 10. MODULE FRAMES, RAIL, AND POSTS SHALL BESSrL�NA� 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 STRUCTURAL VIEWS LICENSE GENERAL NOTES PV5 UPLIFT CALCULATIONS PV6 THREE LINE DIAGRAM 1. ALL WORK TO BE DONE TO THE 8TH EDITION •��?�' Cutsheets Attached GEN #168572 ELEC 1136 MR OF THE MA STATE BUILDING CODE. 2. ALL ELECTRICAL WORK SHALL COMPLY WITH THE 2017 NATIONAL ELECTRIC CODE INCLUDING MASSACHUSETTS AMENDMENTS. MODULE GROUNDING METHOD: AHJ: North Andover REV BY DATE COMMENTS REV A NAME DATE COMMENTS UTILITY: National Grid USA (Massachusetts Electric) CONFIDENTIAL— THE INFORMATION HEREIN JOB NUMBER: JB-01 84281 O O PREMISE OWNER: DESCRIPTION: DESIGN: \\` CONTAINED SHALL NOT BE USED FOR THE NORMAN AXLER �. SolarCity.BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: Norman AXler RESIDENCE Andrew Merolillo ,NOR SHALL IT BE DISCLOSED IN NMOLE OR IN ZS Comp V4 wFlashing—Insert 116 BRADFORD ST 9.765 KW PV ARRAY '�i PART TO OTHERS OUTSIDE THE RECIPIENTIS NORTH ANDOVER, MA 01845 ORGANIZATION, EXCEPT IN CONNECTION WITH. MODULES THE SALE AND USE OF THE RESPECTIVE (31) LG # LG315N1C—Z4 24 SL Martin Drive,Building 2, Unit 11 01752 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN INVERTER PAGE NAME: SHEET: REV DATE T: (650)638-102Marlboroi8h F:A(650)638-1029 PERMISSION of souRgTY INC. SOLAREDGE SE760OA-US002SNR2 COVER SHEET PV 1 1/4/2017 (86s)—SOL-CITY(765-2489) www.solarcitycom I 1' PITCH: 22 ARRAY PITCH:22 MP1 AZIMUTH:238 ARRAY AZIMUTH: 238 MATERIAL: Comp Shingle. STORY: 1 Story PITCH: 26 ARRAY PITCH:26 MP2 AZIMUTH: 148 ARRAY AZIMUTH: 148 MATERIAL:Comp Shingle STORY: 1 Story PITCH: 28 ARRAY PITCH:28 MP3 AZIMUTH:238 ARRAY AZIMUTH:238 MATERIAL: Comp Shingle STORY: 2 Stories -C-T O 'er L� AC , ' 0 -ich T�OF 44,,q Inv w KAZAN No. 52612 NAL LEGEND LEGEND Q (E) UTILITY METER & WARNING LABEL Inv INVERTER W/ INTEGRATED DC DISCO & WARNING LABELS Front Of House 5, © DC DISCONNECT & WARNING LABELS AC © AC DISCONNECT & WARNING LABELS A 0 DC JUNCTION/COMBINER BOX & LABELS DISTRIBUTION PANEL & LABELS Lc LOAD CENTER & WARNING LABELS ODEDICATED PV SYSTEM METER RSD RAPID SHUTDOWN 6 MP Q STANDOFF LOCATIONS CONDUIT RUN ON EXTERIOR --- CONDUIT RUN ON INTERIOR B GATE/FENCE Q HEAT PRODUCING VENTS ARE RED INTERIOR EQUIPMENT IS DASHED L—�J SITE PLAN Scale: 3/32" = 1' 01' 10' 21' F S J B-0184281 00 PREMISE OWNER. DESCRIPTION: DESIGN: CONFIDENTIAL - THE INFORMATION HEREIN JOB NUMBER: \\ CONTAINESHALL NOT BE USED FOR THE NORMAN AXLER Norman Axler RESIDENCE Andrew Merolillo solarCity.BENEFIT 0 ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM:NOR SHALL IT BE DISCLOSED IN MOLE OR IN ZS Comp V4 w Flashing—Insert 116 BRADFORD ST 9.765 KW PV ARRAY �, PART TO OTHERS OUTSIDE THE RECIPIENTS MODULES: NORTH ANDOVER, MA 01845 ORGANIZATION, EXCEPT IN CONNECTION WITH 24 St Martin Drive,Building 2,Unit 11 THE SALE AND USE OF THE RESPECTIVE (31) LG # LG315N1C-Z4 PAGE NAME: SHEET: REV_ DAIS Marlborough,MA 01752 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN INVERTER: T. (650)638-1028 F: (650)638-1029 PERMISSION OF SOLARCITY INC. SOLAREDGE SE7600A—US002SNR2 SITE PLAN PV 2 1/4/2017 (888)—SOL-CITY(765-2489) wwr.solarcitycam Y S1 SAN 11'-4" 4n -6' 11' No. 5261 (E) LBW (E) LBW B SIDE VIEW OF MP2 NTS AL��� SIDE VIEW OF MP3 NTs MP2 X-SPACING X-CANTILEVER Y-SPACING Y-CANTILEVER NOTES MP3 X-SPACING X-CANTILEVER Y-SPACING Y-CANTILEVER NOTES LANDSCAPE 64" 24" 39" 0" STAGGERED LANDSCAPE 64" 22" 39" 0" STAGGERED PORTRAIT 32" 15" 64" 0" PORTRAIT 32" 14" 64" 0" ROOFAZI 148 PITCH 26 ROOFAZI 238 PITCH �8 RAFTER 2X8 @ 16" OC ARRAY AZI 148 •PITCH 26 STORIES: 1 RAFTER 2x6 @ 16" OC ARRAY AZI 238 PITCH 28 STORIES: 2 Comp Shingle C.J. 2X6 @16" OC Comp Shingle X AND Y ARE ALWAYS RELATIVE TO THE STRUCTURE FRAMING THAT SUPPORTS THE PV. X AND Y ARE ALWAYS RELATIVE TO THE STRUCTURE FRAMING THAT SUPPORTS THE PV. X IS ACROSS RAFTERS AND Y IS ALONG RAFTERS. X IS ACROSS RAFTERS AND Y IS ALONG RAFTERS. PV MODULE (N) SIMPSON A34 CLIP 5/16"x1.5" BOLT WITH W/ (8) 8D NAILS 5/16" FLAT WASHER INSTALLATION ORDER U1 ZEP LEVELING FOOT LOCATE RAFTER, MARK HOLE S1 2x8 SPF12 (N ZEP ARRAY SKIRT (1) LOCATION, AND DRILL PILOT HOLE. V MIN. ------ --- -------- ZEP MOUNTING BLOCK (4) ATTACH FLASHING INSERT TO LOCK AND ATTACH ZEP FLASHING INSERT (3) C MO RAFTER OUNTING BUS NG LAG SCREW. 14'-l" (E) COMP. SHINGLE 1'— (E) LBW (1) INJECT SEALANT INTO FLASHING (E) ROOF DECKING (2) (3) INSERT PORT, WHICH SPREADS A SIDE VIEW OF MP1 NTS SISTER UPGRADE INFORMATION: RAFTER UPGRADE INDICATED BY HATCHING SEALANT EVENLY OVER THE UPGRADE NOTES:2 ` ROOF PENETRATION. MPl X-SPACING X-CANTILEVER Y-SPACING Y-CANTILEVER NOTES 1. CUT AND ADD N 5/16" DIA STAINLESS ( ) SISTER AS SHOWN IN THIS SIDE VIEW AND REFERENCED TOP VIEW. 51 LOWEST MODULE SUBSEQUENT MODULES LANDSCAPE 64" 23" 39" 0" STAGGERED 2. FASTEN (N) SISTER TO (E) MEMBER W/ SIMPSON SDW 22300 (IF 2—PLY) OR 22458 STEEL LAG SCREW INSTALL LEVELING FOOT ON TOP PORTRAIT 32" 15" 64" 0" (IF 3—PLY) SOW SCREWS AS SHOWN AT 16" O.C. ALONG SPAN AS SPECIFIED, IF (2-1/2" EMBED, MIN) (4) ROOF AZOF MOUNTING BLOCK & RAFTER 2x6 @ 16"OC ARRAY AZI 238 PITCH 22 238 PITCH 2z STORIES: 1 WOOD SPLITTING IS SEEN OR HEARD, PRE—DRILL WITH A " DRILL BIT. SECURELY FASTEN WITH BOLT. C.I. 2x6 @16"OC Comp Shingle ALT. OPTION FOR FULL LENGTH MEMBERS ONLY FASTEN (N) SIDE MEMBER TO (E) RAFTER STANDOFF X AND Y ARE ALWAYS RELATIVE TO THE STRUCTURE FRAMING THAT SUPPORTS THE PV. (E) RAFTER W/ 10d (IF 2—PLY) OR 16d FROM EACH SIDE (IF 3—PLY) COMMON S X IS ACROSS RAFTERS AND Y IS ALONG RAFTERS. NAILS AT 6" O.C. ALONG SPAN. •SISTER ALL RAFTERS ON THIS MP SECTION INTO WHICH THE ARRAY IS LAGGED Scale: 1 1/2" = 1' CONFIDENTIAL— THE INFORMATION HEREINJOB NUMBER JB018 4 2 81 0 0 PREMISE OWNER: DESCRIPTION: DESIGN: CONTAINED SHALL NOT BE USED FOR THE NORMAN AXLER Norman Axler RESIDENCE Andrew Merolillo ���?• BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: solarCity.NOR SHALL IT BE DISCLOSED IN WHOLE OR IN ZS Comp V4 w Flashing—Insert 1,16 BRADFORD ST 9.765 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 (31) LG # LG315N1 C-Z4 24 St. Martin Drive, Building 2, Unit 11 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN INVERTER: PAGE NAME r�V REV: DATE: MadT: (650) 638b 10 Sh F:A(6501752 638-1029 PERMISSION of SOLARCITY INC. ISOLAREDGE SE7600A-USO02SNR2 STRUCTURAL VIEWS 3 1/4/2017 (888)—SOL—CITY(765-2489) www.solarcity.com (N) SISTER MEMBER TO BEAR ON PARALLEL CEILING JOIST OR SUPPORT BELOW SIMPSON SDW 22458 SIMPSON SDW (E) RAFTER WOOD SCREWS 22300 WOOD (N) SISTER MEMBERS SCREWS �6 QF ,q �v � -�—O° MIN.— � E WALL OR D1 (N) SIMPSON A34 CLIP S 1�USSEIN�: G� W/ (8) 8d NAILS SUPPORT BELOW ' (E) RIDGE BOARD OR SUPPORT BELOW �I� ... No. 52612 -4 NOTE: LAP SPLICE DOES NOT NEED TO BE CENTERED ON THE MEMBER �r�NA'L'� U1 TOP VIEW OF FULL LENGTH LAPPED SISTER Scale: 3/4"=1'-0" 6" END DISTANCE 16" 0 C STAGG. TYP. (E) 2x6 RAFTER 1y2* SIMPSON SDW WOOD SCREWS (N) 2x8 SISTER MEMBER E 2x8 END FASTENER GROUPING Scale: 1"=1'-0" -018 4 2 81 0 0 PREMISE OWNER: DESCRIPTION: DESIGN: CONAL— THE INFORMATION HEREIN JOB NUMBER J B �\�,`SOlarCity NOR SH CONTAINF,TAINE2D SHALL NOT BE USED FOR THE NORMAN AXLER Norman Axler RESIDENCE Andrew Merolillo BENEFITOF TBE DISCLOSED N MOLE OR IN FL ANYONE SOLARCITY INC., MOUNTING SYSTEM: 116 BRADFORD ST 9.765 KW PV ARRAY �•,, PART TO OTHERS 9UTSIDE THE RECIPIENTS ZS Comp V4 wFlashing—Insert ORGANIZATION, EXCEPT IN CONNECTION WITH MODULES NORTH ANDOVER,. MA 01845 24 St. Martin Drive, Building 2, Unit 11 THE SAE AND USE OF THE RESPECTIVE (31) LG # LG315N1C—Z4 PAGE NAME: SHEET: REV: DATE: Marlborough, MA 01752 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN INVERTER: STRUCTURAL VIEWS / / T. (650) 638-1028 F. (650)638-1029 PERMISSION of SOLARCITY INC. SOLAREDGE SE760OA—US002SNR2 PV 4 1 4 2017 (sae)—SOL-CITY(765-2489) www.solarcity.com UPLIFT CALCULATIONS r SEE SEPARATE PACKET FOR STRUCTURAL CALCULATIONS. CONFIDENTIAL— THE INFORMATION HEREIN [MODULES:- OB NUMBER: PREMISE OWNER: DESCRIPTION: DESIGN: CONTAINED SHALL NOT BE USED FOR THE JB-01 84281 0 0 ■ NORMAN AXLER Norman Axler RESIDENCE Andrew Merolillo �:,,So�arC�ty. BENEFIT OF ANYONE EXCEPT SOLARCITY INC., OUNTING SYSTEM: �•.� NOR SHALL IT BE DISCLOSED IN WHOLE OR INZS Comp V4 w Flashing—Insert 116 BRADFORD ST 9.765 KW PV ARRAY PART TO OTHERS OUTSIDE THE RECIPIENT'S ORGANIZATION, EXCEPT IN CONNECTION WITH NORTH ANDOVER, MA 01845 THE SALE AND USE OF THE RESPECTIVE (31) LG # LG315N1C—Z4 24 St. Martin Drive,Building 2, Unit 11 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN INVERTER: PAGE NAME SHEET* REV. DAIS T. (650) 638-1028 Marlborough, loro gh,MA01752 638-1029 PERMISSION OF SOLARCITY INC. SOLAREDGE # SE7600A—US002SNR2 UPLIFT CALCULATIONS PV 5 1/4/2017 (666)-SOL-CITY(765-2489) www.solarcity.com GROUND SPECS MAIN PANEL SPECS GENERAL NOTES INVERTER SPECS MODULE SPECS LICENSE BOND (N) #8 GEC TO TWO (N) GROUND Panel Number:FEQC20MB Inv 1:_ DC Ungrounded INV 1 -(1)SOLAREDGE # SE760OA-US002SNR LABEL: A -(31)LG # LG315N1C-Z4 GEN #168572 ODS AT PANEL WITH IRREVERSIBLE CRIMP Meter Number:98686117 Tie-In: Supply Side Connection Inverter; 76DOW, 240V, 97.5% w/Unifed Disco and ZB, RGM, AFCI Module; 315W, 292.7 PTC, 40mm, Blk Firm, Wht Back Sheet, MC4, ZE , Mono ELEC 1136 MR Underground Service Entrance INV 2 Voc: 40.6 Vpmax: 33.2 INV 3 Isc AND Imp ARE SHOWN IN THE DC STRINGS IDENTIFIER �E 100A MAIN SERVICE PANEL E; 10OA/2P MAIN CIRCUIT BREAKER Inverter 1 (E) WIRING CUTLER-HAMMER Disconnect CUTLER-HAMMER 1 100A/2P 4 Disconnect 3 SOLAREDGE DC+ A 40A SE760OA-US002SNR2 DC- !DM C- MP1,MP2: 1x16 I q B L1 zaovT+ JF --------------------------------- EGC------------------1 L2 I N 2 _ _ (E) LOADS GND jt��- ---- GND ------------------------- - GEC ---TN DG C MP2,MP3: 1x15 �♦- r---� GND __ EGC_ G -----------------♦-� N I (1)Conduit Kit; 3/4" EMT 1 -J c EGCIGEC_ z � � I I I I I 1 _ GECT-1 TO 120/240V SINGLE PHASE I I UTILITY SERVICE . I I I I 1 I I I PHOTO VOLTAIC SYSTEM EQUIPPED WITH RAPID SHUTDOWN Voc* = MAX VOC AT MIN TEMP OI (2)GroyrLd RoQ A (1)CUTLER-HAMMER #DG222NRB AC PV (31)SOLAREDGE A P400-5NM4MZM D� 5 8 x 8, C per Disconnect; 60A, 24OVac, Fusible, NEMA 3R /-� PowerBox Optimizer,40oW, ZEP -(2)ILSCO 4 IPC 4�0-46 -(1)CUTLER-�IAMMER DGIOONB (1)AWG#6, Solid Bare Copper Insulation Piercing Connector, Main 4/D-4, Tap 6-14 Ground/Neutral It 60-100A, General Duty(DG) nd S SUPPLY SIDE CONNECTION. DISCONNECTING MEANS SHALL BE SUITABLE -(1)CClass RHAMMER /PS16FK _(t) Class R Fuse Kit AS SERVICE EQUIPMENT AND SHALL BE RATED PER NEC. -(2)FERRAZ SHAWMUT#TR40R PV BACKFEED OCP Fuse; 40A, 2sov, Class RK5 (N) ARRAY GROUND PER 690.47(D). NOTE: PER EXCEPTION N0. 2, ADDITIONAL B (t)CFus; 4HAMMER , o.':ORK6 ELECTRODE MAY NOT BE REQUIRED DEPENDING ON LOCATION OF (E) ELECTRODE Disconnect; 60A, 24OVac, Non-Fusible, NEMA 3R -(1)CUTLER-tIAMMER #DG100NB Ground eutral it; 60-100A, General Duty(DG) 4 1 AWG THwN-2 Black (� 1 AWG #g, 1HWN-2, Black (2)AWG X10, PV Wre, 600V, Bladc Voc* =500 VDC Isc =15 ADC OIcnF (1)AWG g6, THWN-2, Red O INF(1)AWG#8, THWN-2, Red O (1)AWG #6, Solid Bare Copper EGC Vmp =350 VDC Imp=14.21 ADC I (1)AWG#6. THWN-2, White NEUTRAL Vmp =240 VAC Imp=32 AAC (I)AWG #10, THWN-2, White NEUTRAL Vmp =240 VAC Imp=32 AAC , , , , . , , . (1)Conduit Kit.. 3/4'.EMT. . . . . . . . . . . . .. . _ ..-(1)AN ;#6,.Solid Bare,Copper, GEC. . . .-(1)Conduit,Kit;.3/4'.EMT. . . . . . . . . . . . . . . . .-(1)AWG #8,.TH.WN-2,,Green , , EGC/GEC (1)Conduit.Kit;.3/4",EMT,, . , , . , , , , J (2)AWG#10, PV Wire, 60OV, Black Voc* =500 VDC Isc =15 ADC O PF(I)AWG#6, Solid Bare Copper EGC Vmp =350 VDC Imp=13.32 ADC (1)Conduit Kit; 3/4' EMT CON - THE INFORMATION HEREIN JOB NUMBER: JB-01 8 42 81 00 PREMISE OWNER: DESCRIPTION: DESIGN: AINTAL . CONTTAINED SHALL NOT BE USED FOR THE NORMAN AXLER Norman Axler RESIDENCE Andrew Merolillo BENEFIT `UF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: �'•,,SOIarClty. � NOR SHALL IT BE DISCLOSED IN MOLE OR IN ZS Comp V4 w Flashing-Insert 116 BRADFORD ST 9.765 KW PV ARRAY PART TO OTHERS OUTSIDE THE RECIPIENT'S Mo"" NORTH ANDOVER, MA 01845 ORGANIZATION, EXEEPT IN CONNECTION WITH 24 St.Martin Drive, Building 2,Unit 11 THE SALE AND USE OF THE RESPECTIVE (31) LG # LG3)5N)C-Z4 PAGE NAME- SHEET: REV: DATE Marlborough, MA 01752 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN I"' T. (650) 638-1028 F. (650)638-1029 SOLAREDGE SE7600A-US002SNR2 PERMISSION OF SOLARCITY INC. THREE LINE DIAGRAM' PV 6 1/4/2017 (888)-SOL-CITY(765-2489) www.solarcitycom CAUTION POWER TO THIS BUILDING IS ALSO SUPPLIED FROM THE FOLLOWING SOURCES WITH DISCONNECTS LOCATED AS SHOWN: - Address: 116 Bradford St INVERTER AND DC DISCONNECT AC I ----- DISCONNECT UTILITY SERVICE ri AC IL DISCONNECT L J SOLAR PHOTOVOLTAIC ARRA l L---------------------- / J PHOTOVOLTAIC BACK-FED CIRCUIT BREAKER IN MAIN ELECTRICAL PANEL IS AN A/C DISCONNECT PER NEC 690.17 OPERATING VOLTAGE = 240V JB-0184281-00 CONFIDENTIAL— THE INFORMATION HEREIN JOB NUMBER: PREMISE OWNER: DESCRIPTION: DESIGN: CONTAINED SHALL NOT BE USED FOR THE JB-0184281 00 ���� ■ NORMAN AXLER Norman Axler RESIDENCE Andrew Merolillo ;,So�arCity. BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: �•., NOR SHALL IT BE DISCLOSED IN MOLE OR IN ZS Comp V4 w Flashing—Insert 116 BRADFORD ST 9.765 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 (31) LG # LG315N1 C—Z4 24 St.Martin Drive,Building 2 Unit 11 SOLARCITY EQUIPMENT, WnHOUT THE WRITTEN INVERTER. PAGE NAME: SHEET: REV: DATE T. (650)638-1028 F:A(650)638-1029 PERMISSION OF SOLARCCITY INC. SOLAREDGE # SE7600A—US002SNR2 SITE PLAN PLACARD PV 7 1/4/2017 (888)—SOL—CITY(765-2489) www.solarcitycom Uv'ARNING:PHOTOVOLTAIC POWER SOURCE Location: -• • •n: Label Location: WARNING WARNING Code:Per Code: Per Code: Per NEC ELECTRIC SHOCK HAZARD NEC • ELECTRIC SHOCK HAZARD • 690.31.G.3 DO NOT TOUCH TERMINALS 1 THE DC CONDUCTORS OF THIS 690.35(F) •- • • TERMINALS ON BOTH LINE AND PHOTOVOLTAIC SYSTEM ARE • BE USED WHEN PHOTOVOLTAIC DC LOAD SIDES MAY BE ENERGIZED UNGROUNDED ANDINVERTERIS IN THE OPEN POSITION MAY BE ENERGIZEDLIN GROUNDED DISCONNECT •'" NEC .•1 Label Location: PHOTOVOLTAIC SYSTEM MAXIMUM POWER- EQUIPPED WITH RAPIDPer Code: POINT CURRENT{Imp)_A Code: SHUTDOWN 690.56(C) MAXIMUM POWER- POINTVOLTAGENEC 690.53 MAXIMUM SYSTEM_V Label Location: VOLTAGE(Voc) SHORT-CIRCUIT A CURRENT(Isc) WARNING '• Per ..- INVERTER OUTPUT CONNECTION 690.64.13.7 Label Location: DO NOT RELOCATE WARNING Per THIS OVERCURRENT DEVICE ••- ELECTRIC SHOCK HAZARD 690.5(C) IF A GROUND FAULT IS INDICATED NORMALLY GROUNDED CONDUCTORS MAY BE UNGROUNDED AND ENERGIZEDLabel L• - • CAUTION '• Per ..- PHOTOVOLTAIC SYSTEM CIRCUIT IS BACKFEDNEC690.64.13.4 Label • • WARNING ' Per ..- ELECTRICAL SHOCK HAZARD DO NOT TOUCH TERMINALSNEC 690.17(4) TERMINALS ON BOTH LINE AND ■O LOAD SIDES NIAY BE ENERGIZED CAUTION IN THE OPEN POSITION DUAL POWER SOURCE Per ••- DC VOLTAGE IS SECOND SOURCE IS 690.64.13.4 ALVVAYS PRESENT WHEN PHOTOVOLTAIC SYSTEM SOLAR MODULES ARE EXPOSED TO SUNLIGHT Label • • PHOTOVOLTAIC POINT OF - Label • • INTERCONNECTION Per Code: PHOTOVOLTAIC AC WARNING: ELECTRIC SHOCK • • ' ' • _HAZARD. DO NOT TOUCH • 1 ' 1 DISCONNECTCode: TERMINALS.TERMINALS ON Conduit NEC 690.14.C.2 Combiner Box MAY BE ENERGIZED IN THE OPEN (D): Distribution POSITION. FOR SERVICE • _ ct DE-ENERGIZE BOTH SOURCE AND MAIN BREAKER. InteriorRunConduit Label Location: Disconnect MAXIMUM AC - MAXIMUM AC Center OPERATING CURRENT A OPERATING CURRENT A (LC): Load Per Code: (M): Utiliy Meter MAXIMUM AC • MAXIMUM AC OPERATING VOLTAGE V • 1 OPERATING VOLTAGE V (POI): Point ofInterconnection f. MINX, 1 "wig' . •ti • r .•- - . .. so I a r - Single Phase Inverters for North America solar _ • • ! SE3000A-US/SE380OA-US/SE5000A-US/SE6000A-US! SE760OA-US/SE1000OA-US/SE11400A-US SE3000A-US SE380OA-US SESOOOA-US I SE6000A-US SE76004-US SE1000OA-US SE1140OA-US OUTPUT SolarEdge Single Phase Inverters Nominal AC Power Output 3000 3800 5000 6000 7600 9980 @ 208V 10000@240V 11400 VA 5400 @ 208V 10800 @ 208V 10950 @240V For North America Max.AC Power Output 3300 4150 6000 8350 12000 VA ........................................ .............................. ..... @.24QV. ...... AC Output Voltage Min.-Nom.-Max.ltl SE3000A-US/SE380OA-US/SE5000A-US/SE6000A-US/ 183-208-Voltage _W................................... ............... .............. .............I.. ...... AC Output Voltage Min.-Nom:Max!`I SE760OA-US/SE10000A-US/SE1140OA-US 211-24°-264Va - AC Frequency Min.-Nom.-Max." 59.3-60-60.5(with HI country setting 57-60-60.5) Hz .......................P............... .............................. 24 C. 208V 48 @ 208V ............. Max.Continuous.Out ut Current 12.5 16 I 21.E 240V.. -_....25 32 42 @ 208V 47'5 A .. ..GFDI Threshold 1 A ...... ........ ............. ....... ........... ...... ......... ..... .... I Utility Monitoring,Islanding Protection,Country Configurable Thresholds Yes Yes INPUT t �pverte `•�! _ _ 10250 13500 15350 W •!• G,• Maximum DC Power(STC) 4050. 5100 6750 8100 r=-� 2J Transformer less,Ungrounded Yes ;, .................. .............. t years - Max.Input Voltage 500 Vdc .:..d ............................... .............................................. .. ... a 1p12rran�i.'a. Nom.DC Input Voltage 325 @ 208V/350 @ 240V Vdc "�;,• w Max.Input CurrentI'I 9.5 13 16.5 @'26W 33 @ 208V 18 23 34.5 Adc 15 5(,la 240V 30.5 @ 240V Max Input Short Circuit Curren[ 45 Adc ST ............................. .......... ................... {; Reverse Polanty Protection Yes Ground-Fault Isolation Detection 600kn Sensitivity ... ......... .................. - Maximum Inverter Efficiency 97.7 98.2 98.3 .98.3 98 98 98 t CEC Weighted Efficiency 97 5 98 97.5 @ 208V 97.5 97.5 97 @ 208V 97.5 .... ... ._._ 98�.240V 97.5@240V . fj Nighttime Power Consumption -.-. <.2.5. -_ <4_. ...... _. W i ADDITIONAL , _NAL FEATU_RES " d Supported Communication Interfaces 85485,RS232,Ethernet,ZigBee(optional) Revenue Grade Data,A... C12.1 Optionall'l ... ............... .... .... - Rapid Shutdown-NEC 2014 690.12 Functionality enabled when SolarEdge rapid shutdown kit is installedl41 STANDARD COMPLIANCE t - Safety UL1741,UL1699B,UL1998,CSA 22.2 - ......................................_. ....................................................... ' Grid Connection Standards IEEE1547 ................. Standards ....... ...... .. ........ ................. ..... ....... 4 - Emissions FCC partly class B t' INSTALLATION SPECIFICATIONS AC i output conduit size/AWG range 3/4"minimum/16-6 AWG 3/4"minimum/8-3 AWG DC ......input.........conduit size....size .#.off. .s.t.rings..... ............................I....../ / 3/4"minimum 1-2 strings/ e +�. 3/4"minimum/1-2 strange/ .AWG range....... ............. .. .. ....... ..... 14-6 AWG , - Dimensions with Safety Switch 30.5 x 12.5 x 7.2/775 x 315 x 184 30.5 x 12.5 x 10.5/ in/ .(.HxWxD)............................. 775x 315x260 mm ...................23..2.......... ...................... 88.4 Weight with Safety Switch............ ..........51.2/ . ......._.!..._. .............54.7/24.7 (40.1 Ib/kg , Natural - convection Cooling Natural Convection and internal Fans(user replaceable) - - fan(user The best choice for SolarEdge enabled systems .................... replaceable) - Noise <25 <50 dBA . ................................ .. ...................................:......�......... .( Integrated arc fault protection(Type l)for NEC 2011 690.11 compliance Min.-Max.Operating Temperature -13 to+140 25 to+60 -40to+60version availablelsl) 'F/'C Superior efficiency(98%) Range................................ .................................................... .. Protection RalingNEMA 3R - Small,lightweight and easy to install on provided bracket ' gForotherregionalsetdngs please contact Solarlidge support. A higher current source may be used;the inverter will limit its input current to the values stated. - Built-in module-level monitoring � ui Revenue SExuxA-USOOONNR2(tor 7600W inverter SE7600A-U5002NNR2). Rapid shutdown kit P/N:/,.SE-RSD-51. I Internet connection through Ethernet or Wireless grade inverter P/N:40 version P/N:SE....A-USOOONNU4 Icor 7600W invert-SE7600A-US002NNU4). - Outdoor and indoor installation kE7T7 - " r Fixed voltage inverter,DC/AC conversion only Pre-assembled Safety Switch for faster installation Optional-revenue grade data,ANSI C12.1 sunsPec -- • HS USA-GERMANY-ITALY-FRANCE-JAPAN-CHINA-AUSTRALIA-THE NETHERLANDS-ISRAEL WWVt/.SOIaredge.uS n Scl.rEcge Tecin.cgies,I.e.Allrigl,ts res-ed.SOLAREDGE.the SolarEdge logo,OPTIMIZED BY SOLIPEDGE are trado-ks c-egi,,te,ed traci of SolirEdge Technologies,Inc.All other trademarks ciertxn-cf ho-n aie trad-n�s o�,reir respect--ners.Date:12/2014.V.01.Subject to charige without coixe. t ® Next-Level PV Mounting Technology 'r^SOldf�lt ® Solar Next-Level PV Mounting Technology ' SolarGty ZepSolar 9 9Y Y p Components . ZS Comp 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 }� Ts 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 Qr'OMPAT'A Description PV mounting solution for composition shingle roofs Works with all Zep Compatible Modules CeMPONP 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 V� 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.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.Zep 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. i Document#800-1839001 Rev D Date last exported:April 29,2016 11:22 AM Document#800-1839-001 Rev D Date last exported:April 29,2016 11:22 AM I so I a r - • • z. so I a r ' • @ SolarEdge Power Optimizer Module Add-On for North America P300 / P320 / P400 / P405 SolarEdge Power Optimizer - ' P300 P320 P400 P405 Module Add-0n For North America . (for tell modules) (for high-power (for 72 u96-cell (for thin film 60<ell modules) modules) .modules) FINPUT • Rated Input DC Powerltl 30.0 320 400 405 W P300 / P320 / P400 P405 Absolute Maximum Input Voltage 48 80 I 125 Vdc _ (Voc at lowest temperature)........... .................................................... I` MPPT Operating Range 8-48 8-80 12.5-105 Vdc . Maximum.Short. .Circuit.Current... ..(Isc.. ) 10 11 10.1 Adc ........... .. ... ....... .. .. . . ........................... ........................ • Maximum DC Input Current 12.5 13.75 12.63 Adc Maximum Efficiency 99.5 % ............................................ .............................I...................... Weighted Efficiency 98.8 % Overvoltage Category II 1 OUTPUT DURING OPERATION(POWER OPTIMIZER CONNECTED TO OPERATING SOLAREDGE INVERTER)_ Maximum Output Current 15 Adc ..xim.......tputCurrent Maximum Output Voltage 60 I 85 Vdc _ OUTPUT DURING STANDBY(POWER OPTIMIZER DISCONNECTED FROM SOLAREDGE INVERTER OR SOLAREDGE INVERTER OFF) Safety Output Voltage per Power • 1 Optimizer Vdc STANDARD COMPLIANCE 5 � ' EMC FCC Part15 Class B IEC61000-6-2,IEC61000-6-3 • o f(2tth)a Safety................................... ...................................IEC62109.1_(class 11 safety),UL1741 n ' RoHS Yes INSTALLATION SPECIFICATIONS Maximum Allowed System Voltage... ....................................................1000 Vdc Compatible inverters All SolarEdge Single Phase and Three Phase inverters Dimensions(W x L x H) 128x152x275/ I 128x152x35/ 128x152x50/ mm/in Sx597x108 5x5.97x1.37 5x5.97x1.96 Weight(including cables) 760/1.7 830/1.8 1064/2.3 gr/Ib Input Connector MC4 Compatible Output Wire Type/Connector Double Insulated;MC4 Compatible ........ Output Wire Length.................... ......................0.95/3 0................... 1.2/3.9 m/ft Operating Temperature Range -40-+85/-40-+185 'C/'F Protection Rating....................... ..............................................I. /NEMA6P Relative Humidity 0-100 % ............................................ .................................................... ul Rated STC power of the module.Module of up to t5%power tolerance allowed. PV SYSTEM DESIGN USING 6 A SOLAREDGE INVERTER(a) SINGLE PHASE THREE PHASE 208V THREE PHASE 480V Minimum String Length 810 18 (Power Optimizers) PV power optimization at the module-level Maximum String Length 25 25 50 (Power Optimizers) .. .............. ........ . Up to 25%more energy Maximum Power per5tring 5250...............�.__.,._ 6000 12750 W Superior efficiency(99.5%) Parallel Strings of Different Lengths Yes _ or Orientations Mitigates all types of module mismatch losses,from manufacturing tolerance to partial shading """"""..... """'""""""" """'""g"""""""""""""""""'" It1 It is not allowed to mix P405 with P300/P400/P600/P700 in one strip Flexible system design for maximum space utilization — Fast installation with a single bolt I — Next generation maintenance with module-level monitoring ( ° Module-level voltage shutdown for installer and firefighter safety CE RK USA-CANADA-GERMANY-ITALY-FRANCE-JAPAN-CHINA-AUSTRALIA-THE NETHERLANDS-UK-ISRAEL www.solaredge.us 0 Sata'Edge T�hnologles.Inc.All rights --d.SO LAR EDG E,III,Sola,Edg�logo,OPTIMIlE D 5Y SOL',KDGE are trademarks or registered trademarks of SolatEdge Technologies.ric.Aft Mle,llarfenk�11-noried nerem are trademarks of their resmactive o—ers.Date: I EN LG31 5N1 C-Z4 EN TM LG NE3CDN'" 2 LG NeON 2 Electrical Properties(STC*) Model LG315N7 C-Z4 LG31 SN1 C-Z4 Mechanical Properties hrnaximumPower(6ma j [w] 315 Cells 6 x 1 O (MPP Voltage(Vmpp) IV] 33.2 r.Cell Vendor LG I MPP Current(Impp) [A] 9.50 (Cell Type Monocrystalb-/N-type Open Circuit Voltage(Voc) [V] 40.6 i Cell Dimensions 156.75 x 15675 mm/6 inches Short Circuit current(Isc) [A] 10.02 1 x of Busbar 12(Multi Wire Busbar) I Module Efficiency [%] 19.2 60 cell 1 Dimensions(L x W x H) 1640 x 1000 x 40 mm 'Operating Temperature [^c] 40— 900 I Front Load 5400 Pa $Maximum System Volkage [V] 1000 Rear Load 2400 Pa I Maximum Series Fuse Rating [A] 20 Weight 18.2+0.5 kg .Power Tolerance- [%] 0-3 Connector Type MC4 'STC(Standard Test C d' on)Irradiance 1000 W/m+,Module Temperature 25-C,AM 1.5 LG's new module,NeONTM 2,adopts Cetlo technology. The nameplate power output s--red and determ red by LG Elrttron cs at its sole and absolute d scret rn •Junction Box IP67 with 3 Bypass Diodes Cello technology replaces 3 busbars with 12 thin wires to '- f Cables 1200 mm x 2 ea enhance power output and reliability. Glass I High Transmission Tempered Glass NeONTM 2 demonstrates LG's efforts to increase customer's values ;Frame Anodized Aluminium beyond efficiency.It features enhanced warranty,durability, Electrical Properties(NOCT*) performance under real environment,and aesthetic design suitable Moe 1 LG315N1c-Z4 for roofs. a Certifications and Warranty s.Max m m.Power(Pmax) [W] 233 - ------— ------ 1 MPP Voltage(Vmpp) [V] 30.7 UL t 703 Ira I PP) [A] 7.57 Certifications IEC 6121 5,IEC 61730-1/-2 MPP Current( I50 9001 ;Open Circuit Voltage(Voc) [V] 37.7 "-�- Short Circuit Current(Isc) [A] 8.06 Module Fire Performance(UL) Type 2 - - ' t NOCT(Nominal Operating Cell Temp •):Irradiance BOO W/m',ambient emperature ZO•C,_d speeJ 1 Fire Resistance Class(IEC) Class C DVE \�/ us l//1 - I Product Warranty 12 Years F L Output Warranty of Pmax Linear Warranty Intertek Celto Technology 1)1styea,..98Ya2)After 2nd yea,.0.6%p annualdegrdatio 3)83.6%for 25 years Dimensions(mm) _ Temperature Characteristics Key Features INOCT �Pmax [%rc]1 -0.38 k_.4vp Enhanced Performance Warranty High Power Output vet [%rc], Ist [%rc]_ 0.03 LG NeONTM 2 has an enhanced performance Compared with previous models,the LG NeONTM z warranty.The annual degradation has fallen has been designed to significantly enhance �M w from-0.7%/yr to-0.6%/yr.Even after 25 years, its output efficiency making it efficient even in Characteristic Curves ---- -- —the cell guarantees 2.4%p more output than limited space. the previous NeONTM modules. 000w V a. aoow t +, Aesthetic Roof 2 Improved Product Warranty Frr 6Om E LG NeONT"2 has been designed with aesthetics As well as the enhanced performance warranty, aoo aoow "sF n•=""" in mind;thinner wires that appear all black at a ` LG has extended the product warranty of the or_ 2oow distance.The product can increase the value of a LG NeONT"2 for an additional 2 years. property with its modern design. p.rr srn ,nnr ,s.pr 2ppp 2s.or ,rrr ason ar.rn asw " (y) 1" I Better Performance on a Sunny Day Double-Sided Cell Structure a T LG NeONT"^z now performs better on a sunny � The rear of the cell used in LG NeONTM z will 1 days thanks to its Improved temperature contribute to generation,just like the front;the A -- --- _ -_ __ - coefficient. light beam reflected from the rear of the module p -- - — is reabsorbed to generate a great amount of 20 - ' additional power so s p nt re(•t) The distance between the center of the moumi»g/grounding holes. 1 .35 25 Sn About LG Electronics L Ele tropics Inc. Products ecifications are sub'ect[o than a without notice. f � LG Electronics is a lobal big la er,committed to ex dm iso tions with the solar market rhe con, first embarked on a solar ener h G P ( 9 � ❑ g g p y pan g i pnra pany gy source researc Solar Business Division DS-Z2-60-C-US-F-EN-60718 =12',"d rogram in 19 985,supported by LG Group's vast experience in the semi.conductor LCD,chemistry and materials industries.In 2010.LG Solar successfully ® LG LG Seoul Sq-re 416.Hangang-daero,lung-9u.5eou104637.Korea released its first MonpX`°series to the market,which is now available in 32.countries The NeON""(previous.MonoX°s NeON)and The NeON"^2 won the"Inter- ® Cin 2016 LG Electronics.All rights reserved ®� solar AWARO"in 2013 and 2015.which demnnscrates LG Solar's lead.»novation and commitment to the industry. Life's Good Life's Good wwwlg-solace..