HomeMy WebLinkAboutBuilding Permit # 3/3/2016 BUILDING PERMIT TOWN OF NORTH ANDOVER APPLICATION FOR PLAN EXAMINATION Permit NO: Date Received Date Issued: ACHUS MP TART: Anlicant must -,omplete all items on this age LOCATION—,'! W ?11eazllo Print PROPERTY OWNER— V411", Print MAP NO. PARCEL, 04-- ZONING DISTRICT: Historic District yes Machine Shop Village yes no TYPE OF IMPROVEMENT PROPOSED USE Residential / Non- Residential 11 New Building El One family El Addition El Two or more family [I Industrial El Alteration No, of units: El Commercial 11 Repair, replacement 11 Assessory Bldg 11 Others: 11 Demolition [ebther El Septic 11 Well F1 Floodplain El Wetlands 11 Watershed District El Water/Sewer I I I Installation of an interconnected rooftop solar system 11.825 kw DC /43 solar panels Identification Please Type or Print Clearly) OWNER: Name: Jessica Kirk Phone: 978-470-2045 Address: — 50 Hay Meadow Rd North Andover,Ma 01845 CONTRACTOR Name: Phone: 978-793-8584 Craig M, Orn Sunrun Installation Services Inc Address: 734 Forest st ste, #400 Marlborough, Ma. 01752 Supervisor's Construction License: Exp. Date; ds-080034 1/22/17 Home Improvement License: Exp. Date: 1> p12010/14/16 ARCHITECT/ENGINEER James A Adams Phone: 805-215-8665 Address: 146 San Jose Ct San Luis Obispo, Ca.93405 Reg. No. 49748 6/36/_16 FEE SCHEDULE:BULDING PERMIT:$12.00 PER$1000.00 OF THE TOTAL ESTIMATED COST BASED ON$125.00 PER S.F. Total Project Cost: $ 24715 FEE: $ Check No.: F5 Receipt No.: NOTE: Persons contracting with unregistered c ractors do not have access-t he guaranty d Signature of Agent/Owneo�z_-----,� . 'qnature of contracto ' iown of Andover - L 0 ®• T 0 LAKE h ver, ass, COC KICKEWICK �• �qs RATED fJ BOARD OF HEALTH IF LU Food/Kitchen Septic System THIS-CERTIFIES THAT „ , , �r!!!'L ,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,, BUILDING INSPECTOR .................................. .............. ...... ..... Foundation has permission to erect.......................... buildings on . .......... ... . . .& ...................... Rough to be occupied as ...... ?. ... .. .............. .. ..... ........ ................. chimney :provided that the person accepting this permit shall in every respect conform to the t6&s 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 i PERMIT EXPIRES IN 6 MONTHS ELECTRICAL INSPECTOR UNLESS CONSTRUCTION TA Rough Service ..................... .... ........ ................................ Final BUILDING INSPECTOR GAS INSPECTOR Occupancy Permit Required t® Occupy By Rough Displayin a ® sic s lace t e Premises — ® ® e Final No Lathing or Dry Wall To Be Done FIRE DEPARTMENT Until Inspeca ve t o u i i n s ec Burner Al Street No. Smoke Det. SOLAR—ROOPCHIAM � �� �.~ ������� =��� "°NAUSN ,°aounJom"Court.aunuu/mV*mip*.Gx 03*05 Pi':mos^z1u�m*om �� px:am:'o44^oemm DATE: 12-03-2015/RevA FOR: Sunrun JOB: jaasiookirk Residence 775Fiero Lane Suite#200 50Hay Meadow Rd San Luis Obispo, CAA34U1 North Andover, N1AO1845 ToWhom |tMay Concern This letter is to certify that we have performed a structural analysis of the existing roof members that are to support photovoltaic panels, as shown on the attached report. The calculations were performed in accordance with the latest editions ofIBC, NDS./\SCE/8E|. CBC' and |RC, and the 8th edition 2009 Massachusetts building code. Our analysis was based nnthe following design criteria: Ground Snow(puU 50pef Sloped Somm(pnD. reduced per ASCE, Sect. 7.4 32 pof Basic Wind Speed (mph): 100 mph � ASCE Code: 7-05 � The PVmodule orientation: Portrait � The maximum horizontal roof mount spacing: 4ft. � The maximum vertical roof mount spacing: 2.75 ft. Staggered roof mounts required? Yea Based on this analysis,we can certify that the individual existing roof framing members that support the PV panels; and the individual roof members as described in the attached report; are adequate to support the design loads earequired bythe various codes. This includes Dead Loads(including the weight ofthe PV � pono|e). Live Loada, Snow Loads, and Wind Loads, on the roof members that support the PV panels, � combined marequired inthe codes. � � If you have any questions on this or need further u|uhOoetion, please contact us at your convenience. � Sincerely James A. Adame, S.E. JAMES A. ADAMS CO STRUCI URAL 001 Expir 06/3012016 Digitally Signed by James /\. Adams, S.E. Date: 2015j2.0314:24:17 '0800 � NOTE:Strengthening req'd.Sae Details on 5-1 Sheet. � Date cfReport: 12-03-20158RevA Job Name: jeooioakirk Residence Data Input by: AmkaehBahadur Job Number: 221R-050K|RK Contact E-mail: aakaohbehadur@eunmnhomo.com Job Address: 5OHay Meadow Rd . Contact Phone: 704-557-6006 North Andover, K4AO1845 � ABSTRACT � Job Information This Report iabased onEngineering calculations Data Input By: AakaohBahedur using the input data supplied bythe user, listed Job Number: 221F-050K|RK � under Current Input Data. The user's input has not Job Name: jeeoicakirk Residence been independently reviewed byolicensed Job Address: 5OHay Meadow Rd Professional Engineer for appropriateness or City, State: North Andover, K4AO1845 accuracy, unless Stamped byaP.E. This Report indicates Comp|ianoe/Non-Cmmp|ianoawith the Current Input Data reference Codes listed below. The following items have been checked for Code Compliance: Payment Method Invoice RoofType Cu||arTieo ^Load Combination#1: Ceiling Type 1/2gyp. Bd. Wind Uplift onthe Standoff attachment to Collar Tie Space 32 the Roof Framing members: Wind Uplift' Cuverage96 18.15 0.6DLSo|or Frame Size 3-2x8@16 Ground Snow(paf) 50 � 'Load Combination#2: Sloped Roof Snow Load (pof) 32 Supporting Rafter Strength with: DLRf+ Lag Screw Diam. (in) 5/16 DL Solar+ Roof Live Load Lag Screw Embed. (in) 2.5 � Overall Span (ft) 33 -Lmod Combination#3: PVWeight(pmf) 3 ! Supporting Rafter Strength with: DLRf+ PVModule Orientation Portrait ! OLSolar+Wind Down Rafter Span (0) 22.17 Rail System 2Rai| � 'Lmad Combination#4: Supporting Rafter Roof Mean Height(t) 20 � � Strength with: DL Hf+ 0L Solar+ Snow Roof Slope(degrees) 40 � Roofing Type Comp. Shingle -Lmad Combination#5: Sloped Ceiling No Supporting Rafter Strength with: DLRf+ Max. Horizontal Roof N1ounKft) 4 � DLSolar+ .75VVind + 75Snovv Max. Vertical Roof Mounts(ft) 2.75 Standoff Staggered Yeo -Load Combination#6/ Check Additional Wind Exposure C Seismic Load Wind Speed (mph) 100 � 'Load Combination#7: Supporting Rafter Strength with: Wind Up-O.G(DL Rf+ DL Solar) � Reference Codes International Building Code (IBC latest edition) American Society of Civil Engineers (ASCE/SEI 7-05, 7-10) National Design Spec. for Wood Constr. (NDS latest edition)CBC and NJEdition STRUCTURAL CA .CUNAT"I PV INSTALLATION r f Sunrun 775 Fiero Lane Suite#200 San Luis Obispo CA, 93401 805-528-9705 USER: Aakash Bahadur COMPANY NAME: Sunrun SRC JOB ID: 13361 JOB REPORT DATE: 2015-12-03/Rev A JOB NUMBER: 221 R-050KIRK JOB NAME: jessica kirk Residence JOB ADDRESS: 50 Hay Meadow Rd North Andover, MA 01845 t M43 Vt JAMES A. AMS ; ST800TttBAL 6n. 4175 i 1s, ON L Exp1r. 06/3012016 Digitally Signed by James A. Adams, S.E. Date: 2015.12.03 14:18:13 -0800 NOTE: Strengthening Tvq'd.See retails on 5-1.Sheet. Program Version: 2015-11-21:7 Rf�(d�fi�WifRfRftldlrt�fifRfrtfrtfPNW4W� If � IW�NWfMfu � fW�fpf(�fIWW�dNf�Nf NMrtNWw Contact: jadai° ns@ solar,-roof-cFieck,con"i Phone: 805.215,8555 �o rtmrt�mi�m�awuw���mmomra�awrow��awirwm�uw�mo��rm�w�w�rtmramrmmum�mm�m�ooirtiwaaraw�nu�wr�� wiawaw�wau��uu�r�r��wa�wrtrrtrtirmimioumrw�wooru�w�mwi��wrra�'r�u�r�m000��rmirtoomiamrtiorwwaurtimm�mwo�ww� nusw�uw�rR�mirrtmn�ircaa�m Nd NN21INJ�fP�foA rtnrtmror�mmmmmirtomurtr7rtRartrm04rrtrrrmw�w�wr�ww!wwwww.w.mrn����d�r�rt�i�rRmrurrtrtmrr�mirvsrm®aa�rawiwawr� w�w�ww,aururt�o��a�r�rsmmmm�rrtnmarri�m��rrta���ortrrrmrrtrc�unr�u�rtr�� � m��a �n�i,�mdrm�umr��i�r�rtrtr�axxmm`ui rrtrRrt�r�amrmrrtNRGwirtrmrtarO-�r LOAD COMBINATIONS: ASCE 7_05, TDC 2009 (NOT APPLICABLE IN CA) marrcrtmmi�imirtirtimm�oo��ur mmrwawwRrRrRrmiorororr��Rirtmnnnrxmr�rtMrQr�aiarar Rr,r�, rtrcrtrRrrtmmrrwo*'rtawmffiffiffilrlrrcmmirmmir�oirmmirmmi'�mrmowmNrorororo���s, wwawu�amurtrrtrrtr�Qwrtrmrrtrm�immmr�r�rcQRmmrm�rrrtrrtrrt�rt�r�mrororoiMmnr7rrmrrtinmmr r 0 LOADING COMB, 1: WIND UPLIFF&" - O6DL SOLAR, AT STANDOFF (CD=1,C) ZONE LOADING COMB, 2: LCL RF + DL.. SOLAR +EBF LL (CD=1„ 5). LOADING COMB, 3: LCL RF + ICL SOLAR + WIND DOWN (CD=1, a). ZONE 1 LOADING COMB, 4: LCL FBF + DL SOLAR + SNOW (CD=1.1S). LOADING COMB, #5: LCL RF + DL SOLAR +.75WIND +.75 SNOW (CD=1.6) ZONE LOADING COMB, S: CHECK SEISMIC FOR SECT, 3404.4 ALTERATIONS, LOADING COMB. 7: (0. )(L L RF + LCL SOLAR) + WIND L.LP (CD=1.6). ZONE 1 w' iomi� imiraao�wra�mrw�wwu7auwr�wwrt rartirrt ""«arrv�iurrtrcrv! �"''rt�ar�irtirtmmmrmrrmrrmm�frr�rwworor � �iiNmwrtr��f�rr�rrt�w�rrcr¢aarrt�rrtrrtrd�r�rmmmr�arti�rrtr�wa�wtarr�ai�rw";uwuntu�rr�wta LOAD COMBINATIONS: ASCE 7-10,, TL1C 7012 CALIFORNIA, CLEC 2013 0 LOADING COMB. 1: (0.6)WINO UPLIFT _. 0. CIL SOLAR AT STANDOFF (CD=1 ) GONE LOADING COMB. #2: DL. RF + DL SOLAR + LSF LL (CD=1. r). 10 LOADING COMB. #3: LCL RF f LCL SOLAR + (0. )WIND DOWN (CD=1,6) ZONE 1. 0 LOADING COMB, 4: LCL FBF + LCL SOLAR + SNOW (CD=1.1.5) LOADING COMB. 5: DL LSF + DL SOLAR +.75(0.6)WIND +.75SNOW (CD=1, ) ,ZONE � LOADING COMB, '6: CHECK SEISMIC FOR SECT. 3404.4 ALTERATIONS LOADING COMB, 7: (0,6)WIND UP-0,6(DL RF + DL SOLAR) (CD=1,6) ZONE I WraarrtmffadowhimihihiioiWimwwrtawrRramr,��rraNarairtrtim,��rar rcrtirtwairtmwrrtrrtrrtrrtrrt�rrtrrtr�rtlrt7rt�rt�rtrr„rowumrtmWowaNawaw7w74Mmia�morrrtaormiwuramorw�rrtwWi�uwwawwWrtr �mmlu9u' 14;1 REFERENCES: NJ, NDS LATEST EDITION Duration Factors Section Modules Size Form Factor CdW,,d := 1.6 S2x2 := 0.563 S4x4 7.150 Cf2x2 :_ 1.5 Cf4x4 1.5 C 'snow 1.15 S2x4 :_ 3.063 54x6 := 17.650 Cf2x4 1.5 Cf4x6 s= 1.3 CdDL ._ 0.9 sa6 := 7.563 Saxe := 30.660 Cf2x6 1,.3 Cf4Xe 1.3 Cd LL 1.25 SZxe :® 13.1.4 S4XIO:= 49.900 Cf2x8 := 1.2 Cfareja := 1.2 S2xz.G:= 21.39 S4XIZ:= 73.300 Cf2xlO := 1.1 Cf4xi2 := 1,.1 Fb :=1000.00 Orsi S2-x12:= 31.64 Cf2x12 := 1..0 /Marlin nla�p6MMNWN19J4Art .,fO Ndm H'rtR��RdRR�rxarrtrflrtrtrrtf�wNaUrlFWdwr�ollwiuoWwwwaulfiiNrti110PIP(rt(rt(rtaRr�uUA6�Mrrrtr m� USER INPUT: MimmmmArrMMMrtorwMrM�rMr���rrarororoirtaiMrMMrtuorororrorMM �firrtmiArtflfW4i9�W66066«rtrmdirtrrtmirtirtooiolm�ImirrtrmirtirtirtirtiNrrtrrtrarrtrNf�N4TillVfuffdfdoP�iri�rtiNONN4WNdf�f�Irtmrourfrtrtrf�a�ol�mirrtrtirrtrrtrtrrrt�RRfii drcmi��WN16imVfarrMdWNOdl�dfdfWu4pNN4uNa0fN�IW�J�'FNQOGOfififfiffim�frtrrtr r Nr rNf�irtPrtrurPmimiPrtrPP rPu6iWPPiaiPPu�IWQu�6U��17ui.IVP�VIP�aororortrrrtrrtrrtrrtrrtrrtr�frtrhlf�mmrmmNroWufgCNW�N�M��1VNfdPrtmrrtmirrtrrtrrtmPdRrrtfrt�rt�rtf�fiiddt 1. Ceiling Type: 1/2 gyp. Bd. 2. Collar Tie Space: 32 3. Coverage %: 13.15 4. Frame Size: 3 2x8@ 16 5. Ground Snow (psf): 50 6. Sloped Roof Snow Load (psf): 32 7. Lag Screw Diameter (in): 5/16 8. Lag Screw Embedment (in): 2.5 9. Overall Span (ft): 33 10. PV Weight (psf): 3 11. Rafter Sloped Span (ft): 22.17 12. Rail System: 2Rail 13. Roofing Type: Comp, Shingle 14. Roof Mean Height (ft): 20 15. Roof Slope (degrees): 40 16. Roof Type: Collar"I ies 17. Sloped Ceiling?: No 18. Standoff Max. Horz. Space (ft): 4 19. Standoff Max. Vert. Space (ft): 2.75 20. Standoff Staggered?: Yes 21. Wind Exposure: C 22. Wind Speed (mph): 100 23. wr = Weight of RoofType (psf): 2.20 24. wra = Weight of Rafter (psf): 5.85 25. we = Weight of CeilingType: 2.20 26. wcj = Weight of Ceiling Joists (psf): 0.65 27. s = Rafter spacing (ft.): 1.33 28. PV Orientation: Portrait �amimmw"'" mrca�mwmr�,V(ranrrtra�r�wa�rmlra�awuawwrtwrt�irvmuewur�dlr �mn�� rrtrmmmmavumNra 0i�m�W Wfk66 ih "16i(616r6006rartrelu�Rrr�rr�nrr�r�irrr�rrrrrrr�r��.�X�� SLOPED/VAULTED CEILING - CARRIED BY THE Top CHORD/FtAFTER: DL tc = 1�7e�aclload Iola C".:`laord (Rafter' DLbc L7etadload :Bottom Chord (Ceiling) or � u ri��wi�wo�o�u�wwwwo�w�itiwuuw�uw�w�w "rtau�,r�w�.u�waawawira�a�rdw�uu�m�rmmm�rm�mr�(m�rtrrtrrtrm�rud n ern e�e��„�u�mrrt�a��rrtrrtrrt��f��rrt���rr�w�rrt�rmotrrmuraiuwarmimrart�rrtrr�rmmrtrrtr�Zrtmrrrtrr�rtKR�rKrtartrmrMa�ercm�m�mmiurw�w�wu�rmmarrir� FLAT CEILING " CARRIED BY T14E CEILING 30ISTR; kaffYmiPu4ifrtrtrAlirtfiplfpNi ". Idf�NfWQfWUWMmfRIfmfrtdf�PrtW�IOIdPrtf�fwlfONfOfRf(iWfGmNM" ,(fIGiMJftifO�MRffiG�iWlf�IfRI101d�Pf�fRfORffRf�i�f�P�Allrtfrt(frt�lhd(f�ifRfRffiifiiRffifufuNlO�((frtfrtfrtfi�u�i�uN�uN4wGo�i�W�?f�frt°'NN DLt = Deadloacl T`op Chord (Rvifter) DLbc :_ Deaclload Bottom C'lgord (Ceilinv) wDLtc DLtc :r. s ( l ) 1447 -,vDLbc := DLbc ;-' 5 (..Of,� 4A7 TA = Horizontal spacing x Vertical spacing (sf) 111.010 Assume Raaf is not on top of a hili, bluff, or mountain ridge. 1.0 Sect, 6.5.7.2, P9, 2.6 CLS 1.0701 rtrrtr�r�rmK�r�r�rR��rr�r�rrt����rt�rt� ���RRR� �a�����dNr COMPONENTS AND CLADDING: ASCE 7-05" Zone 1: Net Wind Pressure - See Figura 6-3, p9. 42 17.10 Zone 2: Net Wind Pressure - See Figure 6-3, pg 42 201.10 Adjustment Factor for Height and Exposure - See Figure 6-3, pg„ 44 1.29 ASCE 7-10: Zone 1: Net Wind Pressure - See Figure 307,5-1. CSA Zone 2: Net Wind Pressure - See Figure 307,5-1, NA Adjustment Factor for Height and Exposure - See Figure 30.5-1, CSA Pzorml up v � Net Wind Pres-sure x Adj. Factor (p f) = 22.06 PZone:,up � Net Wind Pressure ur Adj. Factor ( 7 f) = 25.93 Zone')r9n Net Wind Pressure x Adj. Factor, (p f) = 101.00 Page 51, of 6 Note" For ASCE 7-10 the wind forces have been multiplied by 0. UZWWWPuWPUWPWP. �IRWrtWMfuWNfdrt2flulBrt�rWrthNfWTW6NWPafWuf�WJRlaf�Jta'AWiWfrtd LOADING COMBINATION 1; WIND UPLIFT CONNECTION To RAFTER - ZONE faarQWiairtr��'aaNl�AimWaRoatlo�rt�rtorrtrtirtirrtarcrRrtartl�rtNWpWd+B �W,rtmN,i',mmMaV�rtrM � 'WMNWWmmNwwwWdwrtfuWddlrtfrtmmmrororommroPmarrtrrtrrmioirtfNAdWarmirtirmoirmmir«rtrrtrrtrrtarrtrifrtfrtrNNiomoJrtrrtrrtarrtrrtrWirtirmrRrN„irtrrtirt4�i rtrtirrtmWrtiuPrtrrtmrW,P,NW'tkWJd,uWl;rtaWWWWfart�rtfmolIXufaMurd�ioimuWrrtNrtbWiWrtfrtfWiWfrtWfiWfWWiwrtrrtWrmNMriWWmttrtPW � P, TA x (PL,p -6 x DI-Solar x COS(S) uplift 270.05 d= Dlani.lag screws user Input 5/16 t= lb/Inch Withdrawal NDS 21012 - Tab. 11.2A, pg 75 235.00 e= Threaded eiribecirrierit into wood User Input 2.50 = Total withdrawal capacity �V :_ CdNVind "" t>, e 040.00 a V, . 100 348.08 P, << If equal to or more than 100% Code Compliant, + ill ANWurturtrcorrrtrwartimPRrmmrrRrmrrtrrRrRrRrrtwWruirRrRwdriJrtrarrtrtr rrcrrwaala�WnNfrtartrrtrmu '" 7" Table 3 represents the maximum Moment (M = PL/a) resulting from point loads (standoffs), for any spans (L) listed'. a= 2.00 Table 3 (The Moment Factor "a"Lora 2 Rail system) Table 3 (�i`tre ilAerment Factor"a" i Zep or similar terrt) Staggered Unstaggered Staggered Lrnstaggered Length Portrait Landscape Portrait Landscape Length Portrait Landscape Portrait Landscape L=4" 4.00 4.00 4.00 2.91 L=4" 5.00 5.00 5.00 5.00 L=5' 4.00 3.50 3.72 2.50 L=5' 5.00 5.00 5.00 5.00 L=b' 4.00 3.00 3.43 2.09 L=6' 5.00 5.00 5.00 5.00 L =7' 3.60 2.84 2.95 1.83 L=7' 4.50 4.50 4.50 4.19 L.=-8' 120 2.67 2.46 1.56 L=8' 4.00 4.00 4.00 3.37 L=9' 3.03 2.59 2.34 1,44 L=9' 4.00 4.00 4.00 3.12 L =10" 2.36 2.57 2.22 1,31 L=10' 4;00 4.00 4.00 2.86 L=11' 2.77 2.25 2..04 1.19 L=11' 4»00 4.00 3.70 2.48 L=12` 2.67 2.00 1,85 1.07 L=,1.2' 4.00 4.00 3.39 2.09 L=13' 2.61 1.88 1.74 0.90 L=13' 4.00 3.87 135 1.98 L=14` 155 1.75 1.62 0.92 L=14' 4.00 3.73 330 1.87 L=15' 2.51 1.68 1.50 0.86 L=15' 4.00 3.32 2.88 1.78 L=1 " 2.46 1.60 1.38 0.81 L=16' 4.00 2,90 146 1,68 L=17' 2.43 1,45 1.31 0.76 L=17' 4.00 234 2.36 1,57 L=18' 2.40 1;29 1.23 0.72 L=18' 4.00 2.57 2.25 1.45 L=19' 2.38 1.24 1.17 0.68 L=19' 4.00 2.46 2.18 1.38 L=20' 2.35 1,18 1.11. 0.65 L=20' 4.00 2.35 2.11 1.30 L =21' 2.22 1.14 1.06 0.62 L=21' 4.00 2.28 2.06 1,25 L=221 2.09 1.7:0 1.00 0.59 I L=221 4.00 2.20 1 2.00 1.20 Page 6 of B Nate., For ASCE 7-10 the wind 'Forces have been multiplied by O1 6 W✓rcFrcm WINW =MMn4M..GfW„rrcmhmmrd6%ffiNN4Ofkd rtrta WOMM„i pma a161dddd6a96BW1 JNIGWId—r4u4rmoNO."mmfOAdfI—fIIIONrtOFmf4fN601fiIIkF(4�4RNi7'rtdR(AMrtM gb ➢Xeemmra�ffdglora(rtgrGldfOI01,1�frM­0lff(¢9JWn'd,%((ff,,110111I I Tr COMBINATION 2: DL FBF + iii, SCALAR + RF LL (CD=1.25) witiA LL= 1193 p f iv :=L.L%s plf (prf) 18,57 P TA x DL 0I Ix 33.00 8,34 ��rFEL�C u , P�t-� L �as( ;� 90,20 a a k, 1 For Spans 10.0ft „,, -- � L� 5 �N' �` x L. �x (2 :�� L — 3�1 xcos(6) A 2 vv dR � [I”,xt C x: (? x L _ ci + x 'xcel For Spans= °�1Q,f P x: Cos(9) MU _ x. L 494.25 Pv1.- IL +''AU Ia1Q,_€t; :-1424.45 Sr -_ ``4 x Fb x CdLL r. Cf,,x Cr x CLS 9.91 >a: a x 100 < IF EQUAL TO OR MORE THAN 100% CODE COMPLIANT, OKI 397.81 �r Jrm'fifrtMfM41 iIW f�P�tiGii�rtNfOrtNiWNWSi111 WWJ�9w6i01NW:,MI�I�WNQOi� Udll�� ,�.i COMRINdATION #3 ZONE ,1. DL RF + DL SCALAR ^1 WIND DOWN (CD=1..6) P3:= TA,,' (pdn + DLSolar` cLwsf ;' ;N 135.2 i L 1 - °DLtC kOs�C ,, dt - P.3 - 2097.04 a. 1? 1'1.40 1 1) x c dwillc1 ('"T C, t.�I' x:>:; 100 r < IF EQUAL TO OR MORE THAN 100% CODE 'COMPL'IANT, OKI345.88 rtr�u�urrtwrmirRowrtvwouwrrtrrtvi'w�a�nrrtrrtrrtrrtrrtRrRrawwr�" rw.a rtw nFw au�rrtrt f�rarmi�wrunm¢wm�romu�ro�rRororommm��aow I�uw�rnwwUwrtmwrrtrrtmmrrrtowrr�wawrwa�w awaawaw�.waum� usuaa�awavaaara�uuwawartwrtr�rrwrmwrmmomirmrnirtwwrMMIMmrc ComBiN,ATION *4: ISL RF + DL SCALAR + SNOW (CD=1.1.5) = Sloped Roof Snow Load (p f) 32.00 P,, ;=TA>,�S + DLSol r,� 305,00 1, NvDLt� L` +P� L Cos(&) °790,5 � a , ., Sr - 1� � 111 2-. __ 20.66 Fb °x C elsr1o; �< C f'X x CV x, C L ;tix;. 100 << IF EQUAL TO CAR MORE THAN 1.110% CODE COMPLIANT, OKI 137.53 Sr Nate; For ASCE 7-10 the wind forces have been multiplied by O' 6 �r�rrmi�m��m�rmuwur�rtuwul�Uia�ru�wrr�wwrwium�,emfrrrrr�a���wwr�� _xort,�mim�rtra��rc�r�r�dat�rmirRrmir�mUrtmwwortniin�rrt7 � a!wi�i�ar��irrtua�riairasmwr�Fr,�mambum�o��rt�rtw�mmr�mmnrtll��rr�mweer�¢�e„�mu�rt�r�r�„4r�i�rmm�rt�nr rrrm„rnr�rmr�rn�rrtrmrN,�muwa�irrw�tatarmw��wr��a�n�rtmrrrtr�m�rrtrm�u�;r�wbewwi�iarma�arrta�ww�'rrta LOADING COMBINATION ,'i 5: ZONE I DL RF + DIL SOLAR +.75WiNo +.75 Noaw (Cry=1. ) Sloped Roof Snow load (psf) 32.00 PLL,.= T4 x ;;;. S + DLSolar) cos(H) T .? Y p7 1 10.0 wDLtc t. L + P� cos(H) 3950.58 a. SI N1521.47 1. d «� itAal (""X q IF EQUAL TO OR MORE THAN IOCJ% CODE COMPLIANT, CTI 183.60 Sr r��i� ruin iirmm✓�i�IwAw�!a�xrtml�i!a�ma�,wmiwrtirrrrdrtrt rrcarrran�drttm�rtaa�mrtrrtrrcorv�mw�rrt�rt�wwl�wd��rmrr„w�oor�rwr¢rm�tiUiwidrtrmo�art�¢�mum�M�rrtwin�raiwo�ww,�r�w�aw�u�rw,µwiruzirrtrwuda�sre�r � rmrtirtirt�wwumwsw�d¢rwna�2la�wwis m Rte'* R r�G4;�i�wwwrtwrowR�Ca1G� LOADING COMBINATION *6: CHECK " EIsMIc LOADING: Emsfin DL := DLR + "'alis ''"�ans .= 5.5 psf 19.40 Prop osedDL .= EmstinprvDL +DLSolar x C 19.94 Seisn1ic1 icrease := 100 Prop osedDL pi1t1 .81 EmstingDL << IF EQUAL TO OR LESS THAN 100/0 CODE COMPLIANT, OKI r�:�w�iw�mmmrmrtmia��mrrmrtwarmumf � u..... m�ioi�auamww�ttww �iauirtiarrt�rtrottr SEISMIC SUMMARY Sect. 3404.3 Alteration (SeriException): The addition of the Solar Darnels, mets the following: The design strength of existing elements required to resist seismic Forces is riot reduced. The seismic farce to required existing structural elements is not substantially increased. No new structural elements are being added. New nonstructural elements are being connected to existing structure per Chapter 1.6. Alterations do not create structural irregularities. Note: For ASCE 7-10 the wind forces have been rnulti @i d by 0, f�i+GJar��i(H��mrrtrt�w�PwH�+is�rkadrwaawamW���rw,nrrr�iup6;rN�rmd;�rarRmfrtraarrQrrtr Rra,B;Rrt�I�rR'�r�a�;lAArl�u��� ���arc��oartrmacw�rAlf'�frrtrRrt f�Rr�r�r��Rrm������rr�rt�ruur¢rttrrtrarI�awouRertra!aaws6zr mr�m7l"M rraDuuuu�uummm rrtPidrRmmarmm U�u�rt�a��T✓�4ufr�we�r&drtf�rrtfrRrara� rtr LOADING COMBINATION 7: ZONE I (0.6)(DL Rr + DL OAR) + WIND UP (Co=1. t'�6WJf�OWfUfOffWNfiJ�ifd06�ff�a6r�WNWw�fdrtf�mNNfP�JUOf��WNdm ,...,,, „,, ,... imMiNNfM¢wH1i��Ni14�N ...,„ i��u�� -SWrtf�i rrtnPmWiMf,,,.... •••• L- -\17 . P7 d ' .3 a ; 12 N17 1 OM X I CIO := < IF QUAL. TO G MORE T04AN x.00% CODE COMPLIANT, KI 359M r �rrt�l2rwr�rtrcnmrm�wrmmmiwrtrrrtrco,'wsmmwrrtuaur�rwfGr�dwaww, rv�dwsat oiowr� 'ta�mrrt�rrm�wwra�i�r�mi�omlrrtkrtKrturwuumrw�rrmr��ra��J�aww!�Qn�umu¢rw��ar��artiwa�wwrcwwwarr�rdlrt a¢a!tar,��rtr�wNww�awwrwwwa�rt�ow�iro�rmarmn�mrrtrcrtra�owJ2artowrtmmwo�w�n�owa�rtf2 LIMITS OF SCOPE OF WORK ANL) LIABILITY WHOM W60694101(ft Existing deficiencies which are unknown and not observable due to their being concealed inside walls, or sandwiched behind gypsum board ceilings at the time of Inspection are not included in this ;scope of work. These calculations are for the roof framing which supports the new PV modules. These calculations do not include a complete lateral analysis of the building, nor a prediction of the life expectancy of the existing building, docuSlIlIignl�Envelope ID:2497BD10-715A4458-8639-15CB3FC9C1FE V VII IIIII�I iii IIIInIIaII III VIII V V OWNER'S AUTHORIZATION FORM For Permit Application(s) The sole purpose of this form is to provide Sunrun, Inc. with the necessary permission from the Owner to file permit application(s) for such project work as agreed upon between the Owner and the Owner's Authorized Company and its designated subcontractors. Owner's Name: Jessica kirk Solar Project Address: UacuSlgned Ly: Signature:.. Owner's Authorized Company: Sunrun, Inc. Company's Address: 595 Market St 29th Floor, San Francisco, CA 94105 Affiliation: Contractor Applicable License: State: MA DocuSign Envelope ID:BEA3C468-18164B6D-8A70-DO784ABFOA48 ?c. NOIICE OF RIGHT TO CANCEL YOU MAY CANCEL THIS TRANSACTION AT ANYTIME PRIOR TO MIDNIGHT OF THE 10TH CALENDAR DAY AFTER YOU SIGN THIS AGREEMENT AND ANY DEPOSIT PAID WILL BE REFUNDED.SEETHE ATTACHED NOTICE OF CANCELLATION FORM FOR AN EXPLANATION OF THIS RIGHT. By initialing below,you expressly acknowledge that you have been advised on your right to cancel this Agreement and have received duplicate copies of the Notice of Cancellation. DS Accepted J� Accepted by(Initials): SUNRUN INC. CUSTOMER Date: 11/13/2015 PrimaryAccount Holder DocuSigned by: Signature[b�" h U cw#:' 11/1112015 _.._............ 73FE783DC94F41D... DocuSigned by: Print Name: John Machul ak Signature' 016 $756018134 B Jessica Kir Title: Sunruxp Operations Accquntemalladdress*: jess.k ..r,k72@gma.i.l-.,.com......_.....---- *7his email address will be used by Sunrun for official correspondence,such as sending monthly bills or other invoices.Sunrun will never share orsellyour email address to any SALES CONSULTANT thirdparties. Bysigningbelowl acknowledge that am Sunrun accredited,that Ipresentedthisagreement according to"The Right StufP'andthe Account phone number: (97g)_.-4y0--2-0 .5_--__-..-____ Sunrun Code of Conduct,and that obtained the homeowners signature on this agreement SecondatyAccount Holder(optffi Name:Andrew Lee Doc uSigneAffnt Name] Signature: --- Signa tur : VJMW "t DAF94903055c48F... Print Name: Sunrun ID#. 1695A 04329 [10-digit numberyou received from Sunrun) 11/02/2015 PK1 7RA6AF1 ZL-H(Custom PPA Fixed) Page 12 of 18 The Commonwealth of Massachusetts Department of lndustr•ial Accidents I Congress Street, Suite 100 k Boston,MA 02114-2017 lvwlv.mass.gov/dia Workers'Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers. TO BE FILED WITH THE PERMITTING AUTHORITY. Applicant Information Please Print Legibly Name (Business/Organization/Individual):Sunrun Installation Services, Inc. Address:775 Fiero Lane, Suite 200 City/State/Zip:San Luis Obispo, CA 93401 Phone #:978-549-9438 Are you an employer?Check the appropriate box: Type of project(required): 1.[a I am a employer with 35 employees(full and/or part-time).* 7. New construction 2. I am a sole proprietor or partnership and have no employees working for me in 8. Remodeling any capacity.[No workers'comp.insurance required.] 9. ❑Demolition 3. 1 am a homeowner doing all work myself[No workers'comp,insurance required.]t 10 ®Building addition 4,®I am a homeowner and will be hiring contractors to conduct all work on my property. I will ensure that all contractors either have workers'compensation insurance or are sole I L®Electrical repairs or additions proprietors with no employees. 12.[]Plumbing repairs or additions 5. I am a general contractor and I have hired the sub-contractors listed on the attached sheet. 13.®Roof repairs These sub-contractors have employees and have workers'comp.insurance. 6.®We are a corporationand its officers have exercised their right of exemption per MGL c. 14.❑✓ Other Rooftop Solar 152,§1(4),and we have no employees.[No workers'comp,insurance required.] *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. $Contractors that check this box must attached an additional sheet showing the narne of the sub-contractors and state whether or not those entities have employees. If the sub-contractors have employees,they must provide their workers'comp,policy number. I am an errrplo}rer tliat is providing worlcers'compensation insurance far•my employees. Below is the policy acrd job site information. Insurance Company Name:Zurich American Insurance Company Policy#or Self-ins.Lie.#:WC013696001 &WC013696101 Expiration Date: 10/01/2016 Job Site Address:50 Hay Meadow Rd City/State/Zip:N. Andover,Ma.01845 Attach a copy of the workers' compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under MGL c. 152,§25A is a criminal violation punishable by a fine up to$1,500.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator.A copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby certify under the pains hepains andpenalties ofperjury that the information provided above is true and correct. Signature: � Date: Phone#:978-549-9438 Official use only. Do not write in this area,to be completed by city or town official City or Town: Permit/License# Issuing Authority(circle one): 1.Board of health 2.Building Department 3.City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector G. Other Contact Person: Phone#: A4C R ® CERTIFICATE OF LIABILITY INSURANCE DATE(MM/DD/YYYY) F,0/8/2015 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(les) must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT Arthur J.Gallagher&Co. Insurance Brokers of CA. PrAlorEie Fax 1255 Battery Street#450 .415-546-9300 N.)a 415-536-8499 San Francisco CA 94111 EA -MIL INSURERS AFFORDING COVERAGE NAIC# wsURERA:Zurich American Insurance Company 16535 INSURED SUNRINC-01 INSURER B: Sunrun Installation Services Inc. INSURER C: 775 Fiero Lane, Suite 200 San Luis Obispo, CA 93401 INSURER D: INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER:944362624 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR ADDLSUBR TYPE OF INSURANCE POLICY EFF POLICY EXP LTR INSD WVD POLICY NUMBER MMIDDIYYYY MMIDD/YYYY LIMITS COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ DAMAGE TO RENTED CLAIMS-MADE OCCUR PREMISES Ea occurrence $ MED EXP(Any one person) $ PERSONAL&ADV INJURY $ GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ POLICY❑PRO- JECT LOC PRODUCTS-COMP/OP AGG $ OTHER: $ AUTOMOBILE LIABILITY $ Ea accident ANY AUTO BODILY INJURY(Per person) $ AUTOWNED SCHEDULED BODILY INJURY(Per accident) $ NON-OWNED PROPERTY DAMAGE HIREDAUTOS AUTOS Per accident $ UMBRELLA LIAB OCCUR EACH OCCURRENCE $ EXCESS LIAB CLAIMS-MADE AGGREGATE $ DED RETENTION$ $ A WORKERS COMPENSATION Y WC013696001 0/1/2015 10/1/2016PER 0TH- • AND EMPLOYERS'LIABILITY YIN WC013696101 0/1/2015 10/1/2016 X STATUTE ER ANY PROPRIETOR/PARTNER/EXECUTIVEE.L.EACH ACCIDENT $1,000,000 OFFICER/MEMBER EXCLUDED? ❑ N/A (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE $1,000,000 If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $1,000,000 DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached if more space is required) WC013696001 -$25,000 Deductible;WC013696101 -FL, HI, MA, NJ, NY, OR,VA,WI only. Evidence of Insurance CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Town of North Andover ACCORDANCE WITH THE POLICY PROVISIONS. 120 Main St North Andover MA 01845 USA AUTHORIZED REPRESENTATIVE ©1988-2014 ACORD CORPORATION. All rights reserved. ACORD 25(2014/01) The ACORD name and logo are registered marks of ACORD Ate'® 10/01//20152015 R" CERTIFICATE OF LIABILITY INSURANCE DATE( YYYY) THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(les)must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT MARSH RISK&INSURANCE SERVICES NAME: 345 CALIFORNIA STREET,SUITE 1300 AIC, o Ext): ac No): CALIFORNIA LICENSE NO.0437153 E-MAIL SAN FRANCISCO,CA 94104 ADDRESS INSURER(S)AFFORDING COVERAGE NAIC# 104960339-STND-GAX-15-16 INSURER A:James River Insurance Company 12203 INSURED INSURER B;NIA NIA Sunrun Installation Services,Inc. and REC Solar,Inc. INSURER C:Houston Casualty Company 42374 775 Fiero Lane,Suite 200 INSURER D: San Luis Obispo,CA 93401 INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: SEA-002994222-03 REVISION NUMBER:5 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. ILTR TYPE OF INSURANCE ADDL SUBR POLICPOLICY NUMBER MM DDY� MM%DD� LIMITS A X COMMERCIAL GENERAL LIABILITY 000641241 10/01/2015 10/01/2016 EACH OCCURRENCE $ 1,000,000 CLAIMS-MADE a OCCUR DAMAGEPREMISES TOEa occRENTED urrence $ 300,000 MED EXP(Any one person) $ 10,000 PERSONAL&ADV INJURY $ 1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 2,000,000 X POLICY❑PRO- ❑LOC JECT PRODUCTS-COMP/OP AGG $ 2,000,000 X OTHER: Host Liquor Liability TOTAL POLICY LIMIT $ 10,000,000 AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ '... Ea acc dent ANY AUTO BODILY INJURY(Per person) $ ALL OWNED SCHEDULED P BODILY INJURY er AUTOS AUTOS ( accident) $ HIRED AUTOS NON-OWNED PROPERTY DAMAGE $ AUTOS Per accident C UMBRELLA LIAB X OCCUR H15XC5023203 10/01/2015 10/01/2016 EACH OCCURRENCE $ 10,000,000 X EXCESS LIAB CLAIMS-MADE AGGREGATE $ 10,000,000 '.... DED I I RETENTION$ $ WORKERS COMPENSATION SPER OTH- AND EMPLOYERS'LIABILITY Y/N TATUTE ER ANY PROPRIETOR/PARTNER/EXECUTIVE E.L.EACH ACCIDENT $ OFFICER/MEMBER EXCLUDED? N/A ',. (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE $ If yes,desc be under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (ACORD 101,Additional Remarks Schedule,maybe attached If more space is required) Re:Permitting within jurisdiction. CERTIFICATE HOLDER CANCELLATION Town of North Andover SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE 120 Main Street THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN North Andover,MA 01845 ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE '.. of Marsh Risk&Insurance Services Stefan Szulc ©1988-2014 ACORD CORPORATION. All rights reserved. ACORD 25(2014101) The ACORD name and logo are registered marks of ACORD DRIVER'g LICENSE r Ma,"Wa �� ��%•' 4aEND 4dMMBER turf/r/ ,r NONE 40831: o rr yI`/ % % d 73 WALNUT ST OXFORD,MA 01540.2251 ti BB 014II•2012 Rev 07•15-2009 r, M,lss,X Us etf - DeplftMent Of PuWk Safety �`aodpc�eYla�7rMpa °r"aMM�artt Mi�vap. L iCen : C5-180034 CRAIG oRN 73 WALNUT ST OXFORDMA O840 otoerl ' ll i% tn ExPMrafaouu (,'OMIX'PoMd aM;uon r 01/22/2017 „, ”,"�_ �R 'R.�:i f � ,f.uw."W'% ii� ''�d'r' G�I ,P,v�4".rP✓�""@;!' �d�` /' a i' F} Office of Consumer affairs d. Business Regulation Al"M� � lQ Part F'1a�a _ uitc, 170 Boston, Massachusetts 0214 6 Home Improvement Contractor Registration Registration: 180120 Type: Supplement Card SUNRUN INSTALLATION SERVICES INC. Expiration: 10/14/2016 CRAIG O RN ......--- 775 FIERO LANE SUITE 200 -- ---- ---------- -------------- SAN --SAN LUIS O B I S P O, CA 93401 -----------._..._.....-........... ....._.... _..__ Update Address and return carol.Marls reason for change.- SGA 20M 05/11 ii E) Address (__ Renewal F�] Employment E] 'Lost Card N, ft Lice of Consumer Affairs&Business Regulation License or registration valid for individul use only date. If found return to;J' before the expiration ,CVIE IMPROVEMENT CONTRACTOR I Office of Consumer Affairs and Business Regulation --TY,hegistration: 180120 Type: 10 Parts Plaza-Suite 5170 Expiration: 10/14/2016 Supplement Card Boston,MA 02116 SUNRUN INSTALLATION SERVICES INC. CRAIG ORN 775 FIERO LANE SUITE 200 - - SAN LUIS ODISPO,CA 93401 Undersecretary N valid without signature it I