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Miscellaneous - 16 MOODY STREET 4/30/2018
/ 16 MOODY STREET ` 210/081.0-0016-0000.0 ;1 I I I Date � . � 2 l - . v4ORT" TOWN OF NORTH ANDOVER PERMIT FOR PLUMBING CHUS This certifies that . . . . . . .... . . . . . . . . . . . . . . . . . . . . . . . . . . . . has permission to perform . . . . . . . . ......A . . . . . . . . . . . . . . plumbing in the buildings of . . . . . . . . . . . . . . . . . . . . . . . . .. North Andover, Mass. Fe Ole. . . .Lic. No.. . . . . . . . . -t. . . . . . . . . . . . . 'PLU 81 INSPECTOR o Check # z 5226 MASSACHUSETTS UNIFORM APPLICATION FOR PERMIT TO DO PLUMBING (Paint or Type) Mass. Date / 2ao 2 _ Permit # Building Location Owner's Name tJaw C-^ C✓ Ad"P"-1 4). /4,7 4)&:2 Type of Occupants✓ New p Renovation O Replacement 2' Plans Submitted:/Yes ❑ No ❑ FIXTURES _Z 2 N 2 YP < N N N O Z F- N LU UJ W Y_ J N Q U) 4C cc . ~ N O OCr O W 1` W Q = W N Z LL Z 2 Z d O N S N 1- V W N Y < H a � X oC a t7 = O M Ic H W Q > < W Z D a to Z .Q a x 0 Lt rt W W < N N J — a p W = LL x < S O Y S Y d p + Q Y W LL Y W 1- U >, O Z C. = (a r Z O N _Z Z W 1- O V S < s N N a < O a J < cc oc a < O Q F- 3 O SUB—BSMT. BASEMENT 1ST FLOOR 2ND FLOOR 3RD FLOOR + 4TH FLOOR 5TH FLOOR i i 6TH FLOOR 7TH FLOOR 8TH FLOOR Installing.Company Name kt�Ee7 jg -Sr�lmm,4TAP—-0 Check one: Certificate Address G'O4c N M t4tj s- ) ❑ Corporation l� TN _ n yo A 0t ❑ Partnership Business Telephone -�7� Z-�q-7 1 9-iii"/Co. -` Name of Licensed Plumber r5 f 6 Fie T 5-Ammtq req ec"% INSURANCE COVERAGE: I have ayes current}ability ins rance policy or its substantial equivalent which meets the requirements of MGL Ch. 142. If you have checked Yes. please indicate the type coverage by checking the appropriate box. A liability insurance policy ltd" Other type of indemnity ❑ Bond ❑ OWNER'S INSURANCE-WAIVER: I am aware that the licensee does not have the insurance coverage required by Chapter 142 of the Mass. General Laws, and that my signature on this permit application waives this requirement. Check one: Signature of Owner or Owner's Agent Owner p Agent O 1 hereby certify that all of the details and information 1 have submitted(or entered)in above application are true and accurate to the best of my knowledge and that all plumbing work and installations ormed under the permit issu for this application will be in compliance with all pertinent provisions of the Massachusetts State Plum ' g e and apter of the eral Laws. By 'Z/(.1i re o Licensed Plumber Title Type of License: Master Joumeymah p City/Town APPROVED OFFICE USE ONLY) license Number 3 3 5 BELOW FOR OFFICE USE ONLY FINAL INSPECTIONS SKETCHES 4 PROGRESS INSPECTIONS FEE NO. APPLICATION FOR PERMIT TO DO PLUMBING NAME&TYPE OF BUILDING LOCATION OF BUILDING PLUMBER PERMIT GRANTED DATE 19 PLUMBING INSPECTOR C,-5-40 rec Energy. ame lar April 7, 2016 To: Town of North Andover 120 Main Street North Andover, MA 01845 Subject: Structural Certification for Installation of Solar Panels Ventura Residence 16 Moody Street North Andover, MA.01845 To Whom It May Concern, A design check for the subject residence was done on the existing roofing and framing systems for the installation of solar panels over the roof. From a field inspection of the property,the existing roof support structures were observed by Direct Energy Solar auditors as follows: The roof structure of(Roof A)consists of composition shingle on roof plywood that is supported by fink scissors trusses that are spaced at @ 19.2"o.c..The trusses have a max projected horizontal span of approximately 24'-0" between exterior load bearing walls,and a slope of 18 degrees.The top chords are 2x6 sections,the bottom chords are 2x6 sections and the web members are 2x4 sections.The truss members are connected by nails.The max unsupported projected horizontal top chord span is approximately 6'-0". The roof structure of(Roof B)consists of composition shingle on roof plywood that is supported by nominal 2x6 rafters @ 16"o.c.,with nominal 2x6 ceiling joists @ 16"o.c. in a perpendicular direction to the rafters.The rafters have a max projected horizontal span of 12'-0",with a slope of 18 degrees.The rafters are connected at the ridge to a continuous 2x6 ridge board and are supported at the eave by a load bearing wall. There are 1x6 collar ties @ 16"o.c.for structural stability. The roof structure of(Roof C)consists of composition shingle on roof plywood that is supported by nominal 2x6 rafters @ 16"o.c., paired with nominal 2x6 ceiling joists @ 16"o.c..The rafters have a max projected horizontal span of 10'-0",with a slope of 18 degrees.The rafters are connected at the ridge to a continuous 2x8 ridge board and are supported at the eave by a load bearing wall. The existing roof framing system of(Roof A)is judged to be adequate to withstand the loading imposed by the installation of the solar panels. No reinforcement is necessary. The existing roof framing system of(Roof B) is judged to be inadequate to withstand the loading imposed by the installation of the solar panels.Structural reinforcement is required. Sister upgrade is required for(Roof B).Stitch new 10'-0" long 2x6 SPF#2 or DF#2(min)to existing member with Simpson SDW 22300 screws @ 16"o.c.or 10d nails @ 6"o.c.. The existing roof framing system of(Roof C)is judged to be adequate to withstand the loading imposed by the installation of the solar panels. No reinforcement is necessary. 15 Avenue E • Hopkinton, MA 02248 Phone: 800-'90€3-6130 + Fax: 508.302.7994 • Web: directenerptysalar.cam C7 -D�0� Direct Enerigg. Z 59 -oo/�6 anc + 8 � The spacing of the solar standoffs should be kept at 48" o.c.with a staggered pattern to ensure proper distribution of loads. I further certify that all applicable loads required by the codes and design criteria listed below were applied to the Unirac Solarmount solar rail system and analyzed. Furthermore,the installation crews have been thoroughly trained to install the solar panels based on the specific roof installation instructions developed by Unirac Solarmount for the racking system and Ecofasten for the roof connections. Finally, I accept the certifications indicated by the solar panel manufacturer for the ability of the panels to withstand high wind and snow loads. Design Criteria: • Applicable Codes= Massachusetts Residential Code,8th Edition,ASCE 7-05,and 2005 NDS • Roof Dead Load=8 psf(Roof A) -- 10 psf(Roof B) -- 8 psf(Roof C) • Roof Live Load=20 psf • Wind Speed = 100 mph, Exposure B • Ground Snow Load=50 psf - Roof Snow Load =35 psf Please contact me with any further questions or concerns regarding this project. Sincerely, o���Lcw OFMAss�cy ELAINE A. N o HUANG CIVIL Elaine Huang, P.E. No.49929 Project Engineer S�ONAL ENG 15.A.venue E * Hopkinton, NSA 01748 Phone:800.903-6130 + Fax: 508.302-?994 . Web: directenerpysollar.com i � NORT1� Town of ndover No. 7oobi to , h ver, Mass, &)6 A- coc"Ic Nl WKIt RATED U BOARD OF HEALTH Food/Kitchen PER IT LD Septic System THIS CERTIFIES THAT ..... .. ..t. .! /.�-R., '................................................... BUILDING INSPECTOR has permission to erect .. Foundation p ...... ............. buildings on ,��.... ... .a1p�!' ... .. Rough to be occupied as . .. .. ... .. ....................................................................... Chimney provided that the person accepting this permit shall in every respect conform to the terms of the application Finalov/ on file in this office, and to the provisions of the Codes and By-Laws relating to the Inspection, Alteration and Construction of Buildings in the Town of North Andover. PLUMBING INSPECTOR VIOLATION of the Zoning or Building Regulations Voids this Permit. Rough Final PERMIT EXPIRES IN 6 MONTHS ELECTRICAL INSPECTOR UNLESS CONST TION Rough .... Service ' Final BUIL G IiNiPi CTOR 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. Location No. 2 - 7 Date • - TOWN OF NORTH ANDOVER b Certificate of Occupancy $ Building/Frame Permit Fee $ `r Foundation Permit Fee $ Other Permit Fee TOTAL $_ Check# 11-7�' r' Building Inspector �' .'C% �1�•::,?�a"..��.,-,-. ,._F,-�.���-_c.-�G;,,.`.f,. ..� - �: r.�i„jf `�'...',"��:�.f"'"�.`* .,>i� ...<.r_s.r'•e.�v. „1,..� __,-!,/-,..-!4'...c'i.�.5�°'�-^. ,�„<:%/.�=,���.-' -:K G. ,<..�.r.�r.,,.>.;, r` �,t;lM�:a'--=��a� -_ c.��<✓,o,_V�...•, arc,,. .�/xr-.- ✓- `•i�F.•� w<� - ,:�._: _�",�„ ;��-,.,�,w_� :v'��^/.-�'`'. „rr_,,, � '.-:�t;.th"•'��r�"�..y� _.f,.,� .;,.„<e.l i�=-_.M'r,A. <:,-✓���i.'"f1"."',c-r.,r..=-�. _1 -:r-^r_ ,r..r�. ,�.,�. 'f,�/����vl ��mr.,:>f✓"..:e%�".�,:: ter.-..:""-��;.,'-...-r°•,K-'-^.. :'��'� �T� .��� �/fY�:T.,x".<'.',d _,-�.• ��/� �� ��y-.A.�J�-:✓J`-a�f�Cef•:�-�J^�=^,„�I`',.,M. � �.���r."✓r Y_•<ry,^r� r �::4�=_:..y(s �i^,.,..-:,-�.. 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STd.!' _ -'�` - ...r,.:£7=...r.>i,-`6"`<,';,� .._"c�,'�•-�:v�'ti,7"•G �;�iria,•';?�,:^:='�•'�'_� ,...fir, „i-,- � .<,N,,'.-.,� ..,,,e'er,``:'"o:' 'F� 1 1 /f /ll t1 • 1 1 • ! • II • _% V�'�_ f • ' I �-ORTH q BUILDING PERMIT 3?��` 1.`•6�°� TOWN OF NORTH ANDOVER APPLICATION FOR PLAN EXAMINATION - - Permit NO: Date Received a qq V Date Issued: �9SSACNUS� IMPORTANT: Applicant must complete all items on this page LOCATION `I/�u—,) 5 rrte,t Print PROPERTY OWNERC.�,.:r� i/Zn l,.ra Print MAP NO: PARCEL: ZONING DISTRICT: Historic District yes no Machine Shop Village yes no TYPE OF IMPROVEMENT PROPOSED USE Residential Non- Residential ❑ New Building ❑ One family ❑ Addition ❑Two or more family ❑ Industrial ❑ Alteration No. of units: ❑ Commercial ❑ Repair, replacement ❑ Assessory Bldg ❑ Others: ❑ Demolition ❑ Other ❑ Septic ❑ Well ❑ Floodplain ❑ Wetlands ❑ Watershed District ❑Water/Sewer Zrts �c,li 0. 33 nru.l solc, pp-rro r t auh�GcJ V►opr. c� trc ,l s�/s��r•-. �cS 3v t�t rv0�- Identification Please Type or Print Clearly) OWNER: Name: ;c L, r ver%+yf^(, Phone: cl?K-- '73,5- 36 S y Address: )L Mood, CONTRACTOR Name: Phone: 4311 �vn:G\ K_ (atsc��•�s(� Address: (-.,D t��.rl.,"plc 117:! �tJru-J Mh 0i 73L) Supervisor's Construction License: 1 y 70 K l Exp. Date: Home Improvement License: �s Exp. Date: 1 c� 2 2 �' ARCHITECT/ENGINEER Phone: Address: Reg. No. FEE SCHEDULE:BULDING PERMIT:$12.00 PER$1000.00 OF THE TOTAL ESTIMATED COST BASED ON$125.00 PER S.F. Total Project Cost: $ FEE: $ 4424 Check No.: Receipt No.: NOTE: Persons contracting with unregistered contractors do not have access to the guaranty fund nature of Agent/Owner Signature of contractor of RTTownNO �� . : _ L ndover O 0 No. ?A Iloe 4700061 IV LAKE,� oh ver, Mass, ®6 20/!� COC MICKl WICK �1' �ds RATED JkfP �S 11 BOARD OF HEALTH Food/Kitchen PER IT T D Septic System THIS CERTIFIES THAT ..... .... BUILDING INSPECTOR has permission to erect ........ ............. buildings on t.... a1R �' ::. .. ................... Foundation Rough tobe occupied ........................................................................ Chimney provided that the person accepting this permit shall in every respect conform to the terms of the application Final on file in this office, and to the provisions of the Codes and By-Laws relating to the Inspection,Alteration and Construction of Buildings in the Town of North Andover. PLUMBING INSPECTOR VIOLATION of the Zoning or Building Regulations Voids this Permit. Rough Final PERMIT EXPIRES IN 6 MONTHS ELECTRICAL INSPECTOR UNLESS CONST TION Rough Service .. . . . . .. ......... ......... Final BUIL G INSP CTOR 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. ! = Massachisetts-Department of Public Safety Board of Building Regulations and Standards cAln.tnictiou ssiperi Nor License:CS-107695 +a DAN EL K G00D-)tII3G,E 60 CAFcLISLE R(7AD' ; Bedford MA 01790 ;, f • y Expiration Commissioner 01/26/2018 �/e�iirinronu�ealU a�✓�aaaculeuQel2 Office of Consumer Affairs&Business Regulation i OME IMPROV,MENT CONTRACTOR 'Registration 28 Type: Exp Supplement t ASTRUM SO d {l! DANIEL GOOD � z.._.. 8955 HENKELS ANNAPOLIS,MD 20 =" Undersecretary • � r A� CERTIFICATE OF LIABILITY INSURANCE page 1 of 1 04,06/20 THIS CERTIFICATE IS ISSUED ASA 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(ies)must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement.A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT Willis of Texas, Inc. c/o 26 Century Blvd. PHONE 877-945-7378 FAx 888-467-2378 P.O. Box 305191 E-MAIL certificates@willis.com Nashville, TN 37230-5191 INSURER(S)AFFORDING COVERAGE NAIC# INSURERA ACE American Insurance Company 22667-302 INSURED Direct Energy and its majority owned INSURERS: Zurich American Insurance Company 16535-305 subsidiaries and affiliates including INSURER C: Astrum Solar, Inc. 8955 Henkels Lane, Suite 508 INSURER D: Annapolis Junction, BID 20701 INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER:24326920 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. II TR NSR TYPEOFINSURANCE DDL SUB mtn mm pOLICYNUMBER POLICY EFF POLICYEXP LIMITS A X COMMERCIAL GENERAL LIABILITY XShG27341226 /1/2016 1/1/2017 DEAACCHOOE�CCCpU.�RRENCE $ 1,000,000 CLAIMS-MADEFOOCCUR PREMISES(taE.rence) $ 100,000 X SIR: $100,000 MED EXP(Any one person) $ 5,000 PERSONAL&ADV INJURY $ 11000,000 GEN'LAGGREGATE LIMIT APPLIESPER: GENERALAGGREGATE $ 11000.000 POLICY JELOC PRODUCTS-COMP/OPAGG $ 1,000,000 OTHER: B AUTOMOBILE LIABILITY BAP595396602 1/1/2016 1/1/2017 (EO.Me.dem)INGLELIMIT $ 1,000,000 X ANYAUTO BODI LY I NJU RY(Per person) $ ALL OWNEDSCHEDULED AUTOS AUTOS BODILY INJURY(Per accident) $ HIRED AUTOS NON-OWNED PROPERTY DAMAGE AUTOS (Per accident) $ UMBRELLA LIAB OCCUR EACH OCCURRENCE $ EXCESS LIAB CLAIMS-MADE AGGREGATE $ DED I RETENTION$ $ B WORKERS COMPENSATION WC595397302 1/1/2016 1/1/2017 X AND EMPLOYERS'LIABILITY B ANY PROPRIETOR/PARTNER/EXECUTIVE® OFFICERIMEMBER EXCLUDED? N/A WC595396902 /1/2016 1/1/2017 E.L.EACH ACCIDENT $ 1,000 000 /Mandatory in NH) E.L.DISEASE-EA EMPLOYEE $ 1,000,000 fyes,describeunder DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ 1,000,000 DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(ACORD 101,Additonal Remarks Schedule,may be attached H more space Is required) CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE Town of North Andover 1600 Osgood Street North Andover, MA 01845 Coll:4879812 Tpl:2010271 Cert:24326920 ©198 2014 ACORD CORPORATION.All rights reserved. ACORD 25(2014/01) The ACORD name and logo are registered marks of ACORD erect Enerigg, April 7, 2016 To: Town of North Andover 120 Main Street North Andover, MA 01845 Subject: Structural Certification for Installation of Solar Panels Ventura Residence 16 Moody Street North Andover, MA.01845 To Whom It May Concern, A design check for the subject residence was done on the existing roofing and framing systems for the installation of solar panels over the roof. From a field inspection of the property,the existing roof support structures were observed by Direct Energy Solar auditors as follows: The roof structure of(Roof A)consists of composition shingle on roof plywood that is supported by fink scissors trusses that are spaced at @ 19.2"o.c..The trusses have a max projected horizontal span of approximately 24'-0" between exterior load bearing walls,and a slope of 18 degrees.The top chords are 2x6 sections,the bottom chords are 2x6 sections and the web members are 2x4 sections.The truss members are connected by nails.The max unsupported projected horizontal top chord span is approximately 6-0". The roof structure of(Roof B)consists of composition shingle on roof plywood that is supported by nominal 2x6 rafters @ 16"o.c.,with nominal 2x6 ceiling joists @ 16"o.c.in a perpendicular direction to the rafters.The rafters have a max projected horizontal span of 12'-0",with a slope of 18 degrees.The rafters are connected at the ridge to a continuous 2x6 ridge board and are supported at the eave by a load bearing wall. There are 1x6 collar ties @ 16"o.c.for structural stability. The roof structure of(Roof C)consists of composition shingle on roof plywood that is supported by nominal 2x6 rafters @ 16"o.c., paired with nominal 2x6 ceiling joists @ 16"o.c..The rafters have a max projected horizontal span of 10'-0",with a slope of 18 degrees.The rafters are connected at the ridge to a continuous 2x8 ridge board and are supported at the eave by a load bearing wall. The existing roof framing system of(Roof A)is judged to be adequate to withstand the loading imposed by the installation of the solar panels. No reinforcement is necessary. The existing roof framing system of(Roof B) is judged to be inadequate to withstand the loading imposed by the installation of the solar panels.Structural reinforcement is required. Sister upgrade is required for(Roof B).Stitch new 10'-0"long 2x6 SPF#2 or DF#2(min)to existing member with Simpson SDW 22300 screws @ 16"o.c. or 10d nails @ 6"o.c.. The existing roof framing system of(Roof C) is judged to be adequate to withstand the loading imposed by the installation of the solar panels. No reinforcement is necessary. 15 Avenue E t Hopkinton, MA 01 48 Phone: 800.903-6130 • Faxe 508.302-;7994 9 Web.- d'irectenergysolar_eom . erect EnergUIP The spacing of the solar standoffs should be kept at 48"o.c.with a staggered pattern to ensure proper distribution of loads. I further certify that all applicable loads required by the codes and design criteria listed below were applied to the Unirac Solarmount solar rail system and analyzed. Furthermore,the installation crews have been thoroughly trained to install the solar panels based on the specific roof installation instructions developed by Unirac Solarmount for the racking system and Ecofasten for the roof connections. Finally,I accept the certifications indicated by the solar panel manufacturer for the ability of the panels to withstand high wind and snow loads. Design Criteria: • Applicable Codes=Massachusetts Residential Code,8th Edition,ASCE 7-05,and 2005 NDS • Roof Dead Load=8 psf(Roof A) -- 10 psf(Roof B) -- 8 psf(Roof C) • Roof Live Load=20 psf • Wind Speed =100 mph, Exposure B • Ground Snow Load=50 psf - Roof Snow Load=35 psf Please contact me with any further questions or concerns regarding this project. Sincerely, gySN OF A% ELAINE A. N CD HUANG CIVIL y Elaine Huang, P.E. �No.49029Q Q Project Engineer S�CRiAL 15 Avenue E Hopkinton, MA 01?48 Phone. 800-903-6130 ! Fax. SU8.302-?994 + Wreb. directeneraysolar_corn erect Cera . Gravity Loading Roof Snow Load Calculations p9=Ground Snow Load= 50 psf pf=0.7 Ce Ct I p9 (ASCE7-Eq 7-1) Ce=Exposure Factor= 1 (ASCE7-Table 7-2) Ct=Thermal Factor= 1 (ASCE7-Table 7-3) 1=Importance Factor= 1 pf=Flat Roof Snow Load= 35.0 psf PS=Cspf (ASCE7-Eq 7-2) Cs=Slope Factor= 1 ps=Sloped Roof Snow Load= 35.0 psf PV Dead Load=4 psf(Per Astrum Solar) Roof Dead Load(Roof A) Composition Shingle 4.00 Roof Plywood 2.00 2x6 Top Chords @ 19.2"o.c. 1.44 Vaulted Ceiling 0.00 (Ceiling Not Vaulted) Miscellaneous 0.56 Total Roof DL(Roof A) 8.0 psf DL Adjusted to 18 Degree Slope 8.4 psf Roof Dead Load(Roof B) Composition Shingle 4.00 Roof Plywood 2.00 Double 2x6 Rafters @ 16"o.c. 3.44 Vaulted Ceiling 0.00 (Ceiling Not Vaulted) Miscellaneous 0.56 Total Roof DL(Roof B) 10.0 psf DL Adjusted to 18 Degree Slope 10.51 Roof Dead Load(Roof C) Composition Shingle 4.00 Roof Plywood 2.00 2x6 Rafters @ 16"o.c. 1.72 Vaulted Ceiling 0.00 (Ceiling Not Vaulted) Miscellaneous 0.28 Total Roof DL(Roof C) 8.0 psf DL Adjusted to 18 Degree Slope 8.41 15 Avenue E * Hopkinton, MA 01748 Phone:800.90'3=6130 + Fax: 508.302.?994 i Web: d'irecteMt1NasOfQA-�ifnra Nnrfh Andnvar Mmrect Ell Ueir , Wind Calculations Per ASCE 7-05 Components and Cladding Input Variables Wind Speed 100 mph Exposure Category B Roof Shape Gable/Hip Roof Slope 18 degrees Mean Roof Height 20 ft Building Least Width 40 ft Effective Wind Area 17.5 ft Design Wind Pressure Calculations Wind Pressure P=qh*(G*Cp) qh=0.00256*Kz*Kzt*Kd*V^2*I (Eq_6-15) Kz(Exposure Coefficient)= 0.7 (Table 6-3) Kzt(topographic factor)= 1 (Fig.6-4) Kd(Wind Directionality Factor)= 0.85 (Table 6-4) V(Design Wind Speed)= 100 mph I Importance Factor= 1 (Table 6-1) qh= 15.23 Standoff Uplift Calculations Zone 1 Zone 2 Zone 3 Positive GCp= -0.85 -1.45 -2.30 0.40 (Fig.6-11) Uplift Pressure= -12.95 psf -22.09 psf -35.03 psf 10.0 psf (Minimum) X Standoff Spacing= 4.00 4.00 4.00 Y Standoff Spacing= 2.75 2.75 2.75 Tributary Area= 11.00 11.00 11.00 Footing Uplift= -142 Ib -243 Ib -385 Ib Standoff Uplift Check Maximum Design Uplift= -385 Ib Standoff Uplift Capacity = 400 Ib 400 Ib capacity>385 Ib demand Therefore,OK Fastener Capacity Check Fastener= 1 -5/16"dia Lag Number of Fasteners= 1 Embedment Depth= 2.5 Pullout Capacity Per Inch= 250 Ib Fastener Capacity= 625 Ib w/F.S.of 1.5= 417 Ib 417 Ib capacity>385 Ib demand Therefore,OK 15.Avenue E . Hopkinton. MA.01?48 Phone.800.903-6130 • Fax. 508.302-?994 Web. directenVMgq MR,&-.Oftt.nr.a NnrFh Anrinvar 4 Orect Eneirgua Framing Check (Roof A) PASS w=76 plf Dead Load 8.4 psf PV Load 4.0 psf Snow Load 35.0 psf 2x6 Top Chords @ 19.2"o.c. 0 Governing Load Combo=DL+SL Member Span=6'-0" Total Load 47.4 psf Member Properties Member Size S(in^3) I(in^4) Lumber Sp/Gr Member Spacing 2x6 7.56 20.80 SPF#2 @ 19.2"o.c. Check Bending Stress Fb(psi)= fb x Cd x Cf x Cr (NDS Table 4.3.1) 875 x 1.15 x 1.3 x 1.15 Allowed Bending Stress=1504.3 psi Maximum Moment = (wL12)/8 = 341.364 ft# = 4096.37 in# Actual Bending Stress=(Maximum Moment)/S =541.7 psi Allowed>Actual--36.1%Stressed -- Therefore,OK Check Deflection Allowed Deflection(Total Load) = L/180 (E= 1400000 psi Per NDS) = 0.4 in Deflection Criteria Based on = Continuous Span Actual Deflection(Total Load) _ (w*L"4)/(185*E*I) = 0.032 in = L/2250 > L/180 Therefore OK Allowed Deflection(Live Load) = L/240 0.3 in Actual Deflection(Live Load) _ (w*L^4)/(185*E*I) 0.024 in L/3000 > L/240 Therefore OK Check Shear Member Area= 8.3 in^2 Fv(psi)= 135 psi (NDS Table 4A) Allowed Shear = Fv*A = 1114 Ib Max Shear(V)=w*L/2 = 228 Ib Allowed>Actual--20.5%Stressed -- Therefore,OK 15 Avenue E * Hopkinton, MA 01748 Phone:800.903.6130 * Fax. 508.302-7994 + Web. directervmmOf9R.4*rli-,nnP Nnrth Andnvar.r, Framing Check (Roof B) PASS-With Framing Upgrades w=66 plf Dead Load 10.5 psf PV Load 4.0 psf Snow Load 35.0 psf Double 2x6 Rakers@ 16"o.c. Governing Load Combo=DL+SL Member Span= 12'-0" Total Load 49.5 psf Member Properties-Based on Upgraded Section Member Size S(in^3) 1(in^4) Lumber Sp/Gr Member Spacing Double 2x6 15.13 41.59 SPF#2 @ 16"o.c. Check Bending Stress Fb(psi)= fb x Cd x Cf x Cr (NDS Table 4.3.1) 875 x 1.15 x 1.3 x 1.15 Allowed Bending Stress=1504.3 psi Maximum Moment = (wL^2)/8 = 1188.35 ft# = 14260.2 in# Actual Bending Stress=(Maximum Moment)/S =942.9 psi Allowed>Actual-62.7%Stressed -- Therefore,OK Check Deflection Allowed Deflection(Total Load) = L/180 (E= 1400000 psi Per NDS) = 0.8 in Deflection Criteria Based on = Simple Span Actual Deflection(Total Load) _ (5*w*L^4)/(384*E*I) = 0.529 in = L/273 > L/180 Therefore OK Allowed Deflection(Live Load) = L/240 0.6 in Actual Deflection(Live Load) _ (5*w*L^4)/(384*E*I) 0.375 in L/384 > L/240 Therefore OK Check Shear Member Area= 16.5 in^2 Fv(psi)= 135 psi (NDS Table 4A) Allowed Shear = Fv*A = 2228 Ib Max Shear(V)=w*L/2 = 3961b Allowed>Actual--17.8%Stressed -- Therefore,OK IS Avenue E - Hopkinton, MA 01748 Phone:BOO-903-6130 - Fax. 508.302-?994 Web:directerV OR-dgittnce. North Andover 6 Framing Check (Roof C) PASS w=63 plf Dead Load 8.4 psf PV Load 4.0 psf Snow Load 35.0 psf 2x6 Rafters @16"o.c. O Governing Load Combo=DL+SL Member Span 10'-0" 7 Total Load 47.4 psf Member Properties Member Size S(in^3) I(in^4) Lumber Sp/Gr Member Spacing 2x6 7.56 20.80 SPF#2 @ 16"o.c. Check Bending Stress Fb(psi)= fb x Cd x Cf x Cr (NDS Table 4.3.1) 875 x 1.15 x 1.3 x 1.15 Allowed Bending Stress= 1504.3 psi Maximum Moment = (wL"2)/8 = 790.195 ft# = 9482.34 in# Actual Bending Stress=(Maximum Moment)/S = 1253.9 psi Allowed>Actual-83.4%Stressed -- Therefore,OK Check Deflection Allowed Deflection(Total Load) = L/180 (E= 1700000 psi Per NDS) = 0.666 in Deflection Criteria Based on = Simple Span Actual Deflection(Total Load) _ (5*w*L"4)/(384*E*I) = 0.489 in = L/246 > 1-/180 Therefore OK Allowed Deflection(Live Load) = L/240 0.5 in Actual Deflection(Live Load) _ (5*w*L^4)/(384*E*I) 0.361 in L/333 > L/240 Therefore OK Check Shear Member Area= 8.3 in^2 Fv(psi)= 135 psi (NDS Table 4A) Allowed Shear = Fv*A = 1114 Ib Max Shear(V)=w*L/2 = 316 Ib Allowed>Actual--28.4%Stressed -- Therefore,OK 15 Avenue E * Hopkinton, MA 01748 Phone: 800.903-6130 * Fax, 508.302-?994 • Wets:directerVMMOR Affbnce. North Andover 7 Ventura Residence Town of North Andover 16 Moody Street 1600 Osgood Street North Andover,MA 01845 5 o Ow o > N Lq z = System Ratingsw ¢ z a 8.745 kW DC Photovoltaic Solar Array z -271 Roof Z = 7.1 kW AC Photovoltaic Solar Array p Doom o o �0 I'Down 41'7 1/2" 6"In = 6"1 Meter l / S5 S6 15'11.. Equipment Summary 14'10" 33 Q Cell 265 Poly Black Frame Modules x 33 Enphase M215-60-2LL-S22 Inverters 24'6" 132 Roof Attachments Sheetlndex PV-1 Cover a PV-2.1 Description of Work and Load Calculations- z o P Roof Y 13'2" PV-2.2 Description of Work and Load Calculations- Y 1'Down PV-2.3 Description of Work and Load Calculations- B-Garage 6"In m < DWt�i rc* Governing Codes ; 2014 National Electric Code Massachusetts Residential Code,8th Edition o- a� o Underwriters Labratones(UL)Standards OSHA 29 CFR 1910.269 ASCE-7-10 $} 'a • 1• < N Vi O F PREPARED BY: A,;., v ?,,tp O O #N/A 'c ,r ° V. w i I I ,a �o 1 4 •".r w r COVER SHEET PV-1 Z Typical Section 6.36 kW DC Photovoltaic Solar Array ® un N O w o N unThis solar array is comprised of 24 QCell 265 Poly Black Frame solar panels.The panels are mounted using the Ecolibrium Eco X solar mountingun I to the building's 2x6,s d at 20 ac.Each solar I is attached to an En hale M215-60-2LL-522 microinverteralso mounted Q N rafi g's pace pane p O Z 2 to the Ecolibrium Eco X rail directly beneath the panel. w > O Q W sa�� ti Z m 0 The solar panels produce OC power when struck by sunlight.The DC power is converted to 240 V AC Power at the inverter.Micro-inverters vy O= are connected in strings with a maximum number of 17 micro-Inverters in each string. sssx •d>° This system will be grid-tied. If the solar panels produce more power than is used by the building,the excess power Rows back Into the utility grid through a net meter to be available for other power users. N Y All metal parts including solar panel frame,micro-Inverters,and mounting rails are grounded using the manufacturers recommended W grounding method and W EEB technology along with N6 AWG grounding wire. OC The building was constructed In 1960. 7a f O e J l ,.ax away Q.x,. m Panel layout , Panel Dimensions 65.7 in x 39.4 in System Weight 1607 lbs Pone/Weight 43.7 lbs System Distributed Load 3.7 psf •m q sxK� xm System Square Footage 431 sq ft Roof Support 2x6 evx.cw..eo s.* �•µ£�s.s - - _� d V VVV111 Racking Weight 453 lbs Actual Point Load Max Spacing 4 ft / ,y* U3 W Micro-Inverter Weight 105.6 lbs Total number afRoo/Penetrations 96 Max Allowable Rail Overhang 16 in CD 1_0 Members are Hem,Fir(North)allowing 235 lbs per inch thread depth Note 1:Use 5/16'x 4-Hex Head Stainless Steel Lag Screws Variables Note 2:Roof 5upport Members are 2x6 + h 20 ft a 3 ftI Pnet Downforce 7.3 psf Note 3:Ecolibdum Em X Racking Note 4: H 25.6 ft Wind Downforce 7.3 psf Pnet uplift -33.2 psf Roof Pitch 19 degrees Wind Uplift -33.2 psf B 5.5 Load Combinations wMax 147 plf un V 100 mph Kzt 1 D1 D2 D3 Uplift Max Span 3ft ca Snow Load 50 psf Exposure Category g Dead Load D 3.7 3.7 3.7 2.2 psf Actual Span 4ft G w o 0 Roof Zone 3 A 1 Snow Load 5 50.0 0.0 37.5 0.0 psf Rd 588lbs v E 593 1 1 DWL• Pnet 0.0 7.3 5.5 -33.2 psf Ru 3391bsN o a'^ro Total Load p•• 53.7 11.0 46.7 31.0 psf Required Thread Depth 1.44 in O O u Distrib TL 147.1 30.2 127.8 84.8 plf Actual Thread Depth 2.25 in 7 p z G z 2 a ti •DWL:Design Wind Load > rz ••Absolute values are indicated for the calculated quantities of P-Uplift and w-Uplift 0 2 Glossary of Terms for Load Calculations h Building Height A Adjustment Factor for height H Building Least Horizontal Roof Pitch Roof Pitch I Importance Factor of for a single family residence V Basic Wind Speed DESCRIPTION OF Snow Load Snow Load B Module length perpendicular to beams WORK&LOAD RaofZone Roof Zone Rd Point Load-Maximum Downforce E Effective Roof Area Ru Point Load-Uplift CALCULATIONS Roof Zane Setback Length Exposure B-Suburban single family dwelling Pnet Downforce Net Design 0ownforce Pressure Category Peet Uplift Net Design Uplift Pressure ��_�. Kzt Topographic Factor I Y Typical Section 1.855 kW DC Photovoltaic Solar Array W N V O ur O This s,I..array is cam prised of 7 Q Cell 265 Poly Black Framesolar pa nels.The pa nets a re mounted using the Emlibrium Eco X sola r un , :-:, N mounting rail to the building's 2x6-assumed,spaced at oc.Each solar panel is attached to an Enphase M215-60-2 LL-S22 micro- z _ I...rt...lso mounted to the Ecolibrium Eco X rail directly beneath the panel. `a rN w Q O Q F o The solar panels produce DC power when struck by sunlight.The DC power is converted to 240 V AC power at the inverter.Micro- � _ inverters are connected in strings with a maximum number of 17 micro-Inverters In each string. tsvt This system will be grid-tied. If the solar panels produce more power than Is used by the building,the excess power flows back Into the utility grid through a net meter to be available for other power users. All metal parts Including solar panel frames,micro-Inverters,and mounting rails are grounded using the manufacturer's recommended cc grounding method and W EEB technology along with 96 AWG grounding wire. K The building was constructed in 1960. O Kti ry m Panel Layout / Panel Dimensions 65.7 in x 39.4 in System Weight 46916s Panel Weight 43.7 lbs System Distributed Lead 3.7 psf oec+ V L System Square Footage 126 sq ft Roof Support 2x6-assumed /a� Racking Weight 132 lbs Actual Point Load Max,Spacing 4 f[ rpr�jp'A U^ U Micro-Inverter Weight 30.8 lbs Total number of Roof Penetrations 28 i Max Allowable Rail Overhang 16 in G, D allowing lbs per inch thread depth Note 1:Use 5/16"x 4"Hex Head Stainless Steel Lag Screws Variables Note 2:Roof Support Members are 2x6-assumed h 28 ft a 3 ftOnet Downforce 7.3 psf Note 3:Ecollbrium Eco X Racking Net.4: H 20 ft Wind Downforce 7.3 psf Pne[Uplift -33.2 psf Roof Pitch 19 degrees Wind Uplift -33.2 psf B 5.5 Load Combinations wMax 147 plf V 100 mph Kzt 1 DI D2 D3 Uplift Max Span 3 ft v 00 Snow Load SO psf Exposure Category B Dead Load D 3.7 3.7 3.7 2.2 psf Actual Span Oft w o ry Roof Zone 3 A 1 Snow Load S 50.0 0.0 37.5 0.0 psf Rd 588 lbs G Q o Oac 2 E 593 / 1 DWL" Pnet 0.0 7.3 5.5 -33.2 psf Ru 339 lbs Total Load P"" 53.7 11.0 46.7 31.0 psf Required Thread Depth 1.44 in < C1 0 C1 u Distrib TL 147.0 30.1 127.8 84.8 plf Actual Thread Depth 2.25 in D O 0 U Z Q Q ti i "OWL:Design Wind Load Absolute wlues are lndicatedfor the calculated quantities of P-Uplift and w-Uplift O Z Glossary of Terms for Load Calculations h Building Height A Adjustment Factor for height H Building Least Horizontal Roof Pitch Roof Pitch I Importance Factor of for a single family residence V Basic Wind Speed DESCRIPTION OF Snow Load Snow Load B Module length perpendicular to beams WORK&LOAD Roof Zone Roof Zone Rd Point Load-Maximum Downforce E EffectiveRoofArea Ru PointLead-Uplift CALCULATIONS Roof Zone Setback Length Exposure B-Suburban single family dwelling Pnet Downforce Net Design Downforce Pressure Category Pnet Uplift Net Design Uplift Pressure `, Kit Topographic Factor P V-2.2 B-Garage Typical Section 0.53 kW DC Photovoltaic Solar Array K N o This solar arra d of 2 D Cell 265 Poly Black Frame solar Is.The Is are mounted sing the Ecolibrium Eco X solar i un w Q N yiscomprise y pane pane g mounting rail to the building's 2x6,spaced at 16 oc.Each solar panel is attached to an Eophase M215-60-2LL-522 micro-inverteralso _/ LD Z 2 mounted to the Ecolibrium Eco%rail directly beneath the panel . /'' w n wF o Q M ay.aa� / V ti Z l Y C O O The solar panels produce DC power when struck by sunlight.The DC power is converted to 240 V AC power at the inverter.Micro- :C 2 inverters are connected in strings with a maximum number of 17 micro-inverters In each string. n This system will be grid-fled. If the solar panels produce more power than Is used by the building,the excess power flows back Into the utility grid through a net meter to be available for other power users. Y All metal parts including solar panel frames,micro-inverters,and mounting rails are grounded using the manufacturers recommended Q grounding method and W EEB technalagy along with k6 PWG grounding who. K The building was constructed In 1960. w o W m Panel layout Pon el Dimensions 65.7 in x 39.4 in System Weight 134 lbs Panel Weight 43.7 Its System Distributed Load 3.7 psf V L System Square Footage 36 sq it Roof5upport 2x6 �' .•se�,s.s „asan,.Qe.a,s r RE Weight 38 lbs Actual Point Load Max Spacing 4 ft �%-v'�i pot^r* Q LauJ9 Micro-Inverter Weight 8.8 lbs Total number of Roof Penetrations 8 +..: Mox Allowable Rail Overhang 16 in allowing lbs per inch thread depth ..x"7 Note 1:Use 5/16"x 4"Hex Head Stainless Steel Lag Screws Variables Nate 2:Roof Support Members one 2x6 h 20 ft a 3 itPnet Dawnforce 7.3 psf Note 3:Ecolibrium Eco X Racking Note 4: H 20.3 It Wind Downforce 7.3 Psf Pnet Uplift -33.2 psf Roof Pitch 19 degrees Wind Uplift -33.2 psf R 5.5 Load Combinations wMax 147 plf V 100 mph Kzt 1D3 D2 D3 Uplift Max Span 3 ft to Snow Load 50 psf Exposure Category B Dead Load D 3.7 3.7 3.7 2.2 psf Actual Span 4I ry w Roof Zone 3 A 1 Snow Load 5 50.0 0.0 37.5 0.0 psf Rd 588 lbs w Q O F n E 593 I 1 DWL* Pnet 0.0 7.3 5.5 -33.2 psf Ru 339 lbs a N � n Total Load p•• 53.7 11.0 46.7 31.0 psf Required Thread Depth 1.44 in Y a Distrib TL 141.0 30.1 127.8 84.8 plf Actual Thread Depth 2.25 in Z) O 0 U Z Q Q uJ *DWL:Design Wind Load **Absolute values are indicated for the calculated quantities of P-Uplift and w-Uplh O Z Glossary of Terms for Load Calculations h Building Height A Adjustment Factor for height H Building Least Horizontal Roofpltch Roof Pitch I Importance Factor of far a single family residence v Basic Wind Speed DESCRIPTION OF Snow Load Snow Load B Module length perpendicular to beams WORK 8t LOAD Roof Zone Roof Zone Rd Point Load-Maximum Downforce j E Effective Roof Area Ru' PointLoad-Uplift CALCULATIONS Roof Zone Setback Length Exposure B-Suburban single family dwelling Pnet Downton. Net Design 0-force Pressure category Past Uplift Net Design Uplift Pressure `' Kzt Topographic Factor P V-2.3 s BL -G 265-275 Q EA MONOCRYSTALLINE SOLAR MODULE With its top performances and completely black design, the new Q.PEAK BLK-G3 is the aesthetic model athlete. The third module gen- eration from Q CELLS has been optimised across the board: improved output yield, higher operating reliability and durability, quicker in- stallation and more intelligent design—Made in Europe. INNOVATIVE ALL-WEATHER TECHNOLOGY PROFIT-INCREASING GLASS TECHNOLOGY • Maximum yields with excellent low-light •Reduction of light reflection by 50%, and temperature behaviour. plus long-term corrosion resistance due • Increased cell efficiency due to full- to high-quality-Sol-Gel roller coating« square monocrystalline cells. processing. ENDURING HIGH PERFORMANCE LIGHTWEIGHT QUALITY FRAME • Long-term Yield Security due to •Stability at wind loads of up to 54OOPa Anti PID Technology', Hot-Spot Protect, with a module weight of just 19 kg due and Traceable Quality Tra.QTm. to slim frame design with high-tech • Long-term stability due to VDE Quality alloy. Tested—the strictest test program. MAXIMUM COST REDUCTIONS SAFE ELECTRONICS • Up to 31%lower logistics costs due to C,ICELLS • Protection against short circuits and higher module capacity per box. TOParsnNDav .rmstc°a" thermally induced power losses due to breathable unction box and welded J EXTENDED WARRANTIES .2014 cables. • Investment security due to 12-year • Increased flexibility due to MC4-inter- product warranty and 25-year linear mateable connectors. performance warranty2. Phntnn Quality Tested QCELLS �MT�eraea�y Best palYmY+lzlline �O"'°°e"°'°°" solar module 2013 oean e a�m�sewVeaenc. areasz zas ID.40032587 THE IDEAL SOLUTION FOR: ®Rooftop arrays on residential buildings APT test conditions:Cells at-100ov against grounded,with conductive metal foil covered module surface, 25°C,168h 2 See data sheet on rear for further information. Engineered in Germany CELLS MECHANICAL SPECIFICATION Format 1670mm x 1000mm x 35mm(including frame) 5o mm fi omm Weight 19kg mm Front Cover 3.2 mm thermally pre-stressed glass with 6.Gre Wd 915 mm i anti-reflection technology El- ,-Pmdc aN Fmma Back Cover Composite film L� 96s.am z 31fi0 mm + Frame Black anodised aluminum Gtl.Mtl 000 mm °mKm„ Cell 6 x 10 monocrystalline solar cells Junction box 110mm x 115mm x 23mm Protection class IP67,with bypass diodes Cable 4mm2 Solar cable;(+)21160 mm,(-)21160 mm ^•=•=tltla Pd ncoe anal e,G.ma9•nd� Connector SOLARLOK PV4,IP68 on„iq 6mm xo.s m Ifli a mm ELECTRICAL CHARACTERISTICS PERFORMANCE AT STANDARD TEST CONDITIONS(STC:1000 W/m2,25'C,AM 1.5 G SPECTRUM)' NOMINAL POWER(+5W/-OW) [W] 265 270 275 Average Power PMPP [W] 267.5 272.5 277.5 Short Circuit Current Iso [A] 9.08 9.14 9.21 Open Circuit Voltage Vac [V] 38.22 38.51 38.80 Current at PMPP IMPP [A] 8.60 8.67 8.74 i Voltage at PMPP VMPP [V] 31.10 31.42 31.73 Efficiency(Nominal Power) r) [%] 215.9 216.2 216.5 PERFORMANCE AT NORMAL OPERATING CELL TEMPERATURE(NOCT:800 W/mz,45 t3*C.AM 1.5G SPECTRUM)' NOMINAL POWER(+5W/-OW) [W] 265 270 275 Average Power PMPP [W] 197.1 200.8 204.5 Short Circuit Current Iso [A] 7.32 7.37 7.43 Open Circuit Voltage VGG IV] 35.58 35.86 36.13 Current at PMPP IMPP [A] 6.76 6.82 6.88 Voltage at PMPP Vm" IV] 29.16 29.45 29.74 1 Measurement tolerances STC:t3%(P,,,PP);t10%(I,°,,,I,,,,,V_) =Measurement tolerances NOCT:±5%(P,,,PP);±10%(1 ,Vim,1, .V,,) Q CELLS PERFORMANCE WARRANTY PERFORMANCE AT LOW IRRADIANCE w.,goo At least 97%of nominal power during --los --r--r--r--r-�--�--T--r--� first year.Thereafter max.0.6%degra- dation per year. i 1 i 1 i i i i W �,m --u--� ------- -- -"�1 &d At least 92%of nominal power after �a 10 years. ------------------ e tt �z --...,... At(east 83%of nominal power after 25 years. i , i i W -r- J " All data within measurement tolerances. Full warranties in accordance with the mo m6 - .6o sm - mo - - ,000 warranty terms of the Q CELLS sales iRaaolaxcE[wim=1 organisation of your respective country. The typical change in module efficiency at an irradiance of 200 W/m�in relation Y4R5 to 1000 W/m2(both at 25°C and AM 1.5G spectrum)is-2%(relative). TEMPERATURE COEFFICIENTS(AT I000W/M2,25'C,AM 1.5G SPECTRUM) z Temperature Coefficient of Iso a [%/Kl +0.04 Temperature Coefficient of V6o p [%/K] -0.30 Temperature Coefficient of PMPP y [%/K] -0.42 PROPERTIES1' SYSTEM DESIGN0 Maximum System Voltage Vsrs [V] 1000 Safety Class II Maximum Reverse Current IR [A] 20 Fire Rating C Wind/Snow Load [Pa] 5400 Permitted module temperature on continuous -40°C up to+85'C W (in accordance with IEC 61215) duty ci E QUALIFICATIONS r CERTIFICATES PARTNER VDE Quality Tested,IEC 61215(Ed.2);IEC 61730(Ed.1),Application class A This data sheet complies with DIN EN 50380. i r e DVE ` E NOTE:Installation instructions must be followed.See the installation and operating manual or contact our technical service department for further information on approved installation and use of this product. Hanwha Q CELLS GmbH - Sonnenallee 17-21,06766 Bitterfeld-Wolfen,Germany I TEL+49(0)3494 66 99-23444 1 FAX+49(0)3494 66 99-23000 1 EMAIL sales@q-cells.com I WEB www.q-cells.com Engineered in Germany GICELLS Enphase®Microinverters Enphase@M215 i , a ry ' ti The Enphase®M215 Microinverter with integrated ground delivers increased energy harvest and reduces design and installation complexity with its all-AC approach. With the advanced M215, the DC circuit is isolated and insulated from ground, so no Ground Electrode Conductor(GEC) is required for the microinverter.This further simplifies installation, enhances safety, and saves on labor and materials costs. The Enphase M215 integrates seamlessly with the Engage®Cable, the Envoy®Communications Gateway", and Enlighten®, Enphase's monitoring and analysis software. PRODUCTIVE SIMPLE RELIABLE -Maximizes energy production - No GEC needed for microinverter - More than 1 million hours of testing - Minimizes impact of shading, -No DC design or string.calculation and millions of units shipped dust, and debris required - Industry-leading warranty, up to 25 - No single point of system failure - Easy installation with Engage years Cable enphase® S�® E N E R G Y c us Enphase®M215 Microinverter//DATA INPUT DATA(DC) M215-60-2LL-S22-IG, M215-60-2LL-S25-IG Recommended input power(STC) 190-270 W Maximum input DC voltage 48 V Peak power tracking voltage 27 V-39 V Operating range 16 V-48 V Min/Max start voltage 22 V/48 V Max DC short circuit current 15 A OUTPUT DATA(AC) @208 VAC @240 VAC Peak output power 225 W 225 W Rated(continuous)output power 215 W 215 W Nominal output current 1.03 A(A rms at nominal duration) 0.9 A(A rms at nominal duration) Nominal voltage/range 208 V/183-229 V 240 V/211-264 V Nominal frequency/range 60.0/57-61 Hz 60.0/57-61 Hz Extended frequency range* 57-62.5 Hz 57-62.5 Hz Power factor >0.95 >0.95 Maximum units per 20 A branch circuit 25(three phase) 17(single phase) Maximum output fault current 850 mA rms for 6 cycles 850 mA rms for 6 cycles EFFICIENCY CEC weighted efficiency,240 VAC 96.5% CEC weighted efficiency,208 VAC 96.5% Peak inverter efficiency 96.5% Static MPPT efficiency(weighted,reference EN50530) 99.4% Night time power consumption 65 mW max MECHANICAL DATA Ambient temperature range -40°C to+65°C Dimensions(WxHxD) 171 mm x 173 mm x 30 mm(without mounting bracket) Weight 1.6 kg(3.4 lbs) Cooling Natural convection-No fans Enclosure environmental rating Outdoor-NEMA 6 Connector type M215-60-2LL-S22-IG:MC4 M215-60-2LL-S25-IG:Amphenol H4 FEATURES Compatibility Compatible with 60-cell PV modules. Communication Power line Integrated ground The DC circuit meets the requirements for ungrounded PV arrays in NEC 690.35.Equipment ground is provided in the Engage Cable.No additional GEC or ground is required.Ground fault protection(GFP)is integrated into the microinverter. Monitoring Enlighten Manager and MyEnlighten monitoring options Compliance UL1741/IEEE1547,FCC Part 15 Class B,CAN/CSA-C22.2 NO.0-M91, 0.4-04,and 107.1-01 Frequency ranges can be extended beyond nominal if required by the utility To learn more about Enphase Microinverter technology, 11 enphase° visit enphase.com � J E N E R G Y 0 2015 Enphase Energy.Al rights reserved.Al trademarks or brands in this document are registered by their respective owner. 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HD, ;HP H9, HD 12 SM jpIp, H6, Iqo., ip, !IJP,. 26 90 Direct Energy NO Solar- Direct Energy Solar Residential Installation Contract MASSACHUSETTS RESIDENTIAL SOLAR INSTALLATION CONTRACT This Residential Solar Installation Contract(this "Contract") is made and entered into on the date set forth below, by and between Astrum Solar, Inc. d/b/a Direct Energy Solar("Direct Energy Solar")whose address is 5 Lyberty Way, Westford, MA 01886 and Richard Ventura ("Customer"), whose address is 16 Moody St, North Andover, MA 01845-1712 (the "Property"). System Specifications 8.745 kW photovoltaic solar energy system 33 Q Cells 265W Poly Black Frame solar panels Enphase M215-6G-2LL-S22-IG with 25 year warranty TOTAL SALE PRICE $34,542.75 Federal Tax Credit ($10,362.83) MA Tax Credit ($1,000.00)(subject to availability) SOLAR SYSTEM NET COST $21,679.93 Terms of Payment This Agreement is contingent upon Customer's approval for financing by Term Loan Provider and Customer's acceptance of such financing for the Solar System purchased by Customer pursuant to this Agreement.A down payment of due at signing as nonrefundable deposit and $0 due at final inspection and approval of all permits. Timeline Commencement of the installation will occur within ninety(90)days of the date hereof and the installation will be substantially completed within one hundred twenty(120)days of the date hereof. Customer and Direct Energy Solar hereby agree to enter into this Contract subject to the terms and conditions set forth below. NOTE:Contracts over$100,000 must be co-signed by a sales manager. CUSTOMER A%J ) Date: 3/25/2016 DIRECT ENERGY Date: Date: —� AC-03-25-16-181791 SID -166788 Pagel NJHIC: 13VH05618900 Astrum Solar, Inc.;All rights reserved Q Direct Energy Solar- Direct Energy Solar Residential Installation Contract TERMS AND CONDITIONS 1.Contract Inclusions: a.Appropriately Sized and Rated Enphase M215-60-2LL-S22-IG(1 per panel); b. Monitoring Device and Monitoring for Duration of Enphase M215-60-2LL-S22-IG Warranty; c.System Design and Engineering by a NABCEP Certified Solar Installer; d.All Standard Installation Components; e. Installation Services and Labor Performed by Direct Energy Solar Employees with all Electrical Work Supervised by a Master Electrician; f.All Permitting Applications,Costs and Permit Service Fees; g. Permit Inspection Oversight and Scheduling; h.Assistance with Homeowners Associations and Historic Preservation Approval Processes(if applicable); L Utility Company Interconnection Application,Oversight and Meter Replacement Scheduling; j.State and Local Rebate/Grant Applications Preparation and Processing(if applicable); k.Solar Renewable Energy Credit Applications Preparation and Processing(if applicable); 1.Solar System Remote Monitor Set-up and Training; m.Solar System Training and Orientation;and n.Any Other Inclusions Set Forth in an Addendum if Applicable. 2.Warranties and Guarantees: a.20 Year Direct Energy Solar Limited Warranty on Parts and Labor on Installation; b.20 Year Direct Energy Solar Limited Production Warranty; c.20 Year Direct Energy Solar System Moving Guarantee; d.20 Year Direct Energy Solar New Roof Guarantee; e.Limited Manufacturer's Warranty on Solar Module Performance;and f. Limited Manufacturer's Warranty on Enphase M215-60-2LL-S22-IG. 3.Operational Date. Defined as the date upon which,pursuant to applicable law,Customer has received all applicable building and electrical permits,and the photovoltaic solar energy system(the"System")is authorized to produce electricity. 4.System Design Guarantee. Direct Energy Solar will install the System at the Property(the"Installation")in the areas to be marked on a diagram to be approved by Customer prior to beginning work. 5.Site Conditions/Preparations. If after the Installation has commenced,Direct Energy Solar discovers unanticipated site conditions that will increase the cost to perform the Installation,at Customer's choice,(a)Direct Energy Solar may unilaterally rescind this Contract with no liability to Direct Energy Solar whatsoever and Direct Energy Solar shall refund all deposits paid to Direct Energy Solar reduced by any expenses actually incurred;or(b)if Customer and Direct Energy Solar agree,the Contract price may be renegotiated to reflect the true cost of the Installation. Customer is responsible for removing and replacing appliances,floor coverings, and any other obstacles or hazards required to perform the Installation. Direct Energy Solar is not responsible for replacement of or damage to these items if they are removed by Direct Energy Solar. 6.Customer Obligations. Customer agrees to:(a)notify Direct Energy Solar immediately upon discovery of an emergency condition relating to the System,damage to the System,or theft of the System;(b)notify Direct Energy Solar within twenty-four(24) hours if Customer discovers that any component of the System is not producing electricity;(c)only have the System repaired pursuant to the Limited Warranty(as defined herein);(d)not modify the Property in a way that shades the System;(e)keep trees and bushes trimmed so that the System receives as much sunlight as it did at Installation;(f)not do anything,permit or allow to exist any condition or circumstance at the Property which would cause the System not to operate as intended;and(g)permit Direct Energy Solar,after providing reasonable notice,to inspect the System for proper operation,and to make any necessary repairs. Customer agrees to not make any modifications, improvements,revisions or additions to the System or take any other action that could void the Limited Warranty(as defined herein)without Direct Energy Solar's prior written consent. In the event that Customer fails to comply with the provisions of this paragraph,Customer's Limited Warranty and Limited Production Warranty shall be automatically voided. AC-03-25-16-18179 SD -166788 Page 2 NJHIC: 13VH05618900 Astrum Solar, Inc.;All rights reserved Direct Energy i Solar- Direct Energy Solar Residential Installation Contract 7.Liability. Direct Energy Solar assumes no liability for damage to: improperly installed,improperly maintained,defective,old,or deteriorated roof coverings or supports;siding;exterior covering or paint;underground pipes;sewer or drain lines;tanks;or any other non-visible installations. Direct Energy Solar's liability shall be limited to the Installation area specified in the System Design Guarantee. Direct Energy Solar shall not be liable for damage to deteriorated or improperly installed sub-roof or roofing within the serviced area. IN NO EVENT SHALL DIRECT ENERGY SOLAR BE LIABLE FOR CONSEQUENTIAL,INCIDENTAL,PUNITIVE, EXEMPLARY,SPECIAL OR INDIRECT DAMAGES OR LOSSES RELATING TO THIS CONTRACT. TO THE EXTENT PERMITTED BY LAW,DIRECT ENERGY SOLAR'S TOTAL LIABILITY UNDER THIS CONTRACT,TO THE EXTENT NOT COVERED BY INSURANCE,SHALL NOT EXCEED THE SOLAR SYSTEM NET COST LISTED ON THE FIRST PAGE OF THIS CONTRACT. Customer is encouraged to increase the dwelling coverage on any homeowner's policy to ensure adequate insurance for the System. 8.Insurance. Direct Energy Solar will carry liability insurance covering personal injury in an amount not less than$1,000,000,and insurance covering property damage caused by the work of a home improvement contactor in an amount not less than$3,000,000. Direct Energy Solar's current property damage insurance policy limit is$10,000,000. Direct Energy Solar's current personal injury insurance policy limit is$10,000,000. 9.Past Due Payment Policy. Unless otherwise agreed to in writing by Direct Energy Solar,Customer understands that payment in full is due at final inspection and approval of all permits related to the Installation. An interest charge of two percent(2%)per month will be charged on any outstanding balance not paid by such date. In the event the account is turned over to an attorney for collection, Customer shall pay interest charges and reasonable attorney's fees allowed by the law. There is a$50.00 return check charge. 10.Entire Agreement. This Contract cannot be modified or discharged orally unless consent in writing is made by Direct Energy Solar and Customer(the"Parties"),and this Contract shall be binding upon the heirs,successors,and assigns of the Parties. This Contract supersedes all agreements previously made between the Parties. There are no other understandings or agreements. If there is an addendum to this Contract,the terms of that addendum supersede any and all contrary terms in this Contract. Any changes to the terms and conditions of this Contract must be approved in writing by a sales manager. Unless otherwise agreed to in writing by Direct Energy Solar,the Installation does not include roof repair or replacement;painting,drywall repair,trench digging, engineering and/or main structure reinforcement costs;civil work;electrical panel upgrades;any upgrades to utility-owned equipment required by applicable interconnection standards;or the repair of any pre-existing electrical equipment or code violations required by municipal code,applicable law or inspectors necessary to approve inspection of the System,but not directly related to the work performed by Direct Energy Solar to install the System,or anything else not clearly specified in this Contract. 11.Force Majeure. Neither Customer nor Direct Energy Solar will be in default of this Contract for any delay or failure in the performance under this Contract if the delay or failure is due to Force Majeure. Force Majeure includes acts of God such as storms, fires,floods,lightning and earthquakes,war,riot,acts of a public enemy or other civil disturbance,or a strike,walkout,lockout or other significant labor dispute. Force Majeure does not include economic hardship of either Customer or Direct Energy Solar,a power grid failure(except if caused directly by a Force Majeure event),a failure or delay in the granting of permits,or insufficiency, unavailability,failure,or diminishment of solar resources,except as a result of an event that would otherwise qualify as a Force Majeure. Force Majeure cannot be attributable to fault or negligence on the part of the Party claiming Force Majeure and must be caused by things beyond that Party's reasonable control. AC-03-25-16-18179 SD -166788 Page 3 NJHIC: 13VH05618900 Astrum Solar, Inc.;All rights reserved Direct Energy Solar- Direct Energy Solar Residential Installation Contract WARRANTIES AND GUARANTEES 1.Limited Warranty. Direct Energy Solar warrants that,under normal use and service conditions,the System will be free from defects in workmanship or defects in materials or components for Twenty(20)years following the date of Installation(this"Limited Warranty"). This Limited Warranty covers installation hardware,brackets and supports,and all other components not covered by a manufacturer's warranty. This Limited Warranty includes servicing Customer's manufacturers'warranties free of charge. If a defect is discovered,Direct Energy Solar will,at no additional cost to Customer,provide such labor and materials as required to restore the System to its originally installed state. If Direct Energy Solar finds problems in an area that have not been caused by the Installation, or if the problems are not an actual problem of the System(e.g.shade or un-authorized alterations to the System),Customer will pay for any new parts and materials,and Direct Energy Solar reserves the right to charge Customer a service charge of$100 per hour with the minimum service charge equal to$200. This Limited Warranty does not cover:power outages;Force Majeure;damage caused by unforeseeable events;or normal wear and tear of the roof or other site of the System,sub-structure,siding,plumbing or electrical work not related to the System. This Warranty does not cover any problems caused by improper maintenance of the System or any other improper action by any party other than Direct Energy Solar. No work will be done under the terms of this Limited Warranty if Customer is delinquent in payments under this Contract. 2.Roof Warranty. Direct Energy Solar warrants any damage to Customer's roof within a five(5)inch radius of roof penetrations during Installation for the length of any existing installation warranty or new home builder performance standard for Customer's roof,whichever is greater. 3.LIMITATION ON WARRANTY. EXCEPT AS EXPRESSLY PROVIDED HEREIN OR IN ANY ADDITIONAL WARRANTY DIRECT ENERGY SOLAR PROVIDES,DIRECT ENERGY SOLAR MAKES NO WARRANTY OR REPRESENTATION,EITHER EXPRESS OR IMPLIED,REGARDING THE SYSTEM,INCLUDING ANY WARRANTIES OF MERCHANTABILITY OR FITNESS,AND TO THE MAXIMUM EXTENT PERMITTED BY LAW,ANY AND ALL IMPLIED WARRANTIES ARE EXPRESSLY DISCLAIMED. 4.Limited Production Warranty. For Twenty(20)years starting on the first day of the first month after the Operational Date(the "Warranty Start Date"),Direct Energy Solar guarantees that the System will generate the guaranteed annual kilowatt-hours(kWh) ("Guaranteed Annual kWh")of energy set forth in Exhibit B,provided that Customer complies with the terms of this Contract(this "Limited Production Warranty"). If the System does not generate the Guaranteed Annual kWh during any twelve-month period commencing on the Warranty Start Date or any anniversary of the Warranty Start Date(each,a"Contract Year"),after adjusting for any carry forward of excess production from prior years as provided for below,Direct Energy Solar will,within thirty(30)days after the end of such Contract Year,mail to Customer a payment equal to the product of the annual imputed energy payment per kilowatt-hour during the Contract Year(as specified in Exhibit B)multiplied by the difference between the Actual Annual kWh(as defined herein)for the Contract Year and the Guaranteed Annual kWh;provided,however,that prior to making such calculation,the Guaranteed Annual kWh shall be reduced by any lost electric production of the System during the Contract Year for which Direct Energy Solar is not liable,as provided above.SUCH PAYMENT TO CUSTOMER WILL CONSTITUTE CUSTOMER'S SOLE AND EXCLUSIVE REMEDY WITH RESPECT TO PERFORMANCE OF THE SYSTEM AND ANY POWER GENERATION SHORTFALL. Direct Energy Solar shall not have liability under this Limited Production Warranty for lost electricity production due to: (a)damage or destruction to the System not caused by Direct Energy Solar or its agents(such as a casualty loss like a tree failing on the System); (b)any failure or lost production not caused by a System defect;(c)theft of the System;(d)Force Majeure or damage caused by unforeseeable events;or(e)a breach by Customer of Customer's obligations under this Contract. If the System has produced power levels in excess of the levels set forth in prior Contract Years,then the cumulative excess of prior Contract Years'production,less the amount of such excess production used to offset any production shortfalls in prior Contract Years,shall offset any shortfall in the given Contract Year's production before calculating any shortfall for purposes of administering this Limited Production Warranty for such Contract Year and if the cumulative excess exceeds the given Contract Year's shortfall,the remaining excess shall be carried forward to succeeding Contract Years. In connection with this Limited Production Warranty,Direct Energy Solar reserves the right to make repairs or upgrades to the System and in connection therewith to repair or replace parts of the System with new or used parts. AC-03-25-16-18179 SD -166788 Page 4 NJHIC: 13VH05618900 Astrum Solar, Inc.;All rights reserved Prj� Direct Energy CGS Solar- Direct Energy Solar Residential Installation Contract "Actual Annual kWh"means the AC electricity produced by the System in kilowatt-hours measured and recorded by Direct Energy Solar during each Contract Year. Direct Energy Solar will use the monitoring service or to the extent such service is not available, Direct Energy Solar will estimate electricity production through other reasonable means as determined by Direct Energy Solar. 5.System Moving Warranty. If,for any reason,Customer moves from the Property at any time after the one(1)year anniversary of the Operational Date but prior to the Twenty(20)year anniversary of the Operational Date,and provided that the Customer's new location is within Direct Energy Solar's then current installation service area as detailed at www.directenergysolar.com,at Customer's request,Direct Energy Solar will for a one-time fee of$250 survey the new location,provided that Direct Energy Solar is afforded proper access to such location,and provide a time-and-material proposal to uninstall the System and transport and reinstall the System at Customer's new location(the"System Moving Proposal"). Customer may choose to accept or decline the time and material proposal in writing to Direct Energy Solar.This System Moving Warranty can only be exercised one(1)time by Customer and only applies to roof-installed systems. Customer must provide Direct Energy Solar with at least sixty(60)days prior notice of Customer's intent to move the System. Upon payment of the required fee by Customer,receipt of any necessary permits,and weather and scheduling permitting,Direct Energy Solar will uninstall the System within sixty(60)days of receipt of Customer acceptance of System Moving Proposal and will reinstall the System within sixty(60)days following the completion of the uninstall. If Customer's new house is unavailable for an installation,for any reason,for a period exceeding sixty(60)days from the date of the uninstall,Direct Energy Solar is entitled to charge Customer reasonable storage fees not to exceed$10.00 per day. Exercise of this Warranty voids the Limited Production Warranty. 6.New Roof Warranty. If Customer replaces the roof of the Property at any time after the one(1)year anniversary of the Operational Date but prior to the Twenty(20)year anniversary of the Operational Date,and the removal of the System is required to replace the roof, Direct Energy Solar will for a one-time fee of$100 review the new roof plans and re-survey the location,if necessary and provided that Direct Energy Solar is afforded access to such location,and provide a time-and-material proposal to uninstall the System and upon replacement of the roof,reinstall the System(the"New Roof Proposal"). Customer may choose to accept or decline the time-and-material proposal.Customer can exercise the proposal outlined in this section only one(1)time during the duration of this Contract.Customer must provide Direct Energy Solar with at least thirty(30)days prior notice of Customer's intent to replace Customer's roof. Upon acceptance of the New Roof Proposal by customer,and weather and scheduling permitting,Direct Energy Solar will uninstall the System within forty-five(45)days of Customer acceptance and will reinstall the System within forty-five (45)days following the completion of the roof replacement. Storage will be provided for free for a period of 60 days. In the event that Customer's new roof is unavailable for an installation for a period exceeding sixty(60)days from the date of the uninstall,Direct Energy Solar is entitled to charge Customer reasonable storage fees not to exceed$10.00 per day. For the period during which the panels are not operational,the Limited Production Warranty for that given period shall be decreased pro-rata to reflect the downtime of the System. 7.Acknowledgement of Tax Consequences. Customer hereby acknowledges that the exercise of the System Moving Guarantee may trigger adverse federal,state and/or local tax and/or other financial consequences and may cause Customer to be required by law to refund all or a pro-rata portion of any federal,state and local tax or other financial incentives received by Customer in connection with the Installation. In addition,the exercise of the System Moving Guarantee will likely result in the termination of any Solar Renewable Energy Credit("SREC")and related income Customer was otherwise entitled to receive. Prior to exercising the System Moving Guarantee,Customer is strongly encouraged to consult Direct Energy Solar and Customer's tax and/or financial advisor. Thank you for choosing Direct Energy Solarl Should you have any questions or concerns,please contact our Customer Service Department at customercare@directenergysolar.com or 1-888-603-6085. AC-03-25-16-18179 SD -166788 Page 5 NJHIC: 13VH05618900 Astrum Solar, Inc.;All rights reserved C'q Direct Energy Solar- Direct Energy Solar Residential Installation Contract EXHIBIT A MASSACHUSETTS HOME IMPROVEMENT CONTRACT CONSUMER PROTECTION ACT Massachusetts Home Improvement Contractor Registration. Direct Energy Solar's federal identification number is 27- 1427044. All home improvement contractors and subcontractors must be registered with the Office of ConsumerAffairs and Business Regulation. Direct Energy Solar is a registered home improvement contractor in Massachusetts,registration number 168228. Any inquiries about a contractor or subcontractor should be directed to: Office of Consumer Affairs and Business Regulation Ten Park Plaza,Suite 5170 Boston,MA 02116 Phone:(617)973-8700 Start and Completion Dates. The approximate start date for installing the System and the approximate completion date for installing the System are set forth as the Timeline on the front page of this Contract. Copy of Signed Contract. Direct Energy Solar will provide you with a copy of this Contract after it is signed by you and by Direct Energy Solar,prior to Installation of the System. Permits. It shall be the obligation of Direct Energy Solar to obtain any permits necessary for the Installation. If you secure your own permits,you will be excluded from the Guaranty Fund provisions of Chapter 142A of the Massachusetts General Laws. RIGHT OF RESCISSION. NOTICE TO CONSUMER: YOU MAY CANCEL THIS AGREEMENT IF IT HAS BEEN SIGNED BY A PARTY THERETO AT A PLACE OTHER THAN AN ADDRESS OF DIRECT ENERGY SOLAR,WHICH MAY BE ITS MAIN OFFICE OR BRANCH THEREOF,PROVIDED YOU NOTIFY DIRECT ENERGY SOLAR IN WRITING AT ITS MAIN OFFICE OR BRANCH BY ORDINARY MAIL POSTED,BY TELEGRAM SENT OR BY DELIVERY,NOT LATER THAN MIDNIGHT OF THE THIRD BUSINESS DAY FOLLOWING THE SIGNING OF THIS AGREEMENT. SEE THE ATTACHED NOTICE OF CANCELLATION FORM FOR AN EXPLANATION OF THIS RIGHT. AC-03-25-16-18179 SD -166788 Page 6 NJHIC: 13VH05618900 Astrum Solar, Inc.;All rights reserved PQ Direct Energy M Solar- Direct Energy Solar Residential Installation Contract NOTICE OF CANCELLATION DATE OF TRANSACTION: 20 YOU MAY CANCEL THIS TRANSACTION,WITHOUT ANY PENALTY OR OBLIGATION,WITHIN THREE BUSINESS DAYS FROM THE ABOVE DATE. IF YOU CANCEL,ANY PAYMENTS MADE BY YOU UNDER THE CONTRACT OR SALE WILL BE RETURNED WITHIN 10 BUSINESS DAYS FOLLOWING RECEIPT BY DIRECT ENERGY SOLAR OF YOUR CANCELLATION NOTICE,AND ANY SECURITY INTEREST ARISING OUT OF THE TRANSACTION WILL BE CANCELED IF YOU CANCEL,YOU MUST MAKE AVAILABLE TO DIRECT ENERGY SOLAR AT YOUR RESIDENCE,IN SUBSTANTIALLYAS GOOD CONDITION AS WHEN RECEIVED,ANY GOODS DELIVERED TO YOU UNDER THIS AGREEMENT;OR YOU MAY IF YOU WISH,COMPLY WITH THE INSTRUCTIONS OF DIRECT ENERGY SOLAR REGARDING THE RETURN SHIPMENT OF THE GOODS AT DIRECT ENERGY SOLAR'S EXPENSE AND RISK. IF YOU DO MAKE THE GOODS AVAILABLE TO DIRECT ENERGY SOLAR AND DIRECT ENERGY SOLAR DOES NOT PICK THEM UP WITHIN 20 DAYS OF THE DATE OF YOUR NOTICE OF CANCELLATION,YOU MAY RETAIN OR DISPOSE OF THE GOODS WITHOUT ANY FURTHER OBLIGATION.IF YOU FAIL TO MAKE THE GOODS AVAILABLE TO DIRECT ENERGY SOLAR,OR IF YOU AGREE TO RETURN THE GOODS TO DIRECT ENERGY SOLAR AND FAIL TO DO SO,THEN YOU REMAIN LIABLE FOR PERFORMANCE OF ALL OBLIGATIONS UNDER THE CONTRACT. TO CANCEL THIS TRANSACTION,MAIL OR DELIVER A SIGNED AND DATED COPY OF THIS CANCELLATION NOTICE OR ANY OTHER WRITTEN NOTICE,OR SEND A TELEGRAM TO DIRECT ENERGY SOLAR AT 15 AVENUE E, HOPKINTON,MASSACHUSETTS 01748,NOT LATER THAN MIDNIGHT OF ,20 (insert date that is three business days after the date above). I HEREBY CANCEL THIS TRANSACTION: By: By: Name: Name: Date: Date: AC-03-2 5-1 6-1 81 79 SD -166788 Page 7 NJHIC: 13VH05618900 Astrum Solar, Inc.;All rights reserved PCO Direct Energy ' 00 Solar- Direct Energy Solar Residential Installation Contract EXHIBIT B GUARANTEED POWER OUTPUT BY CONTRACT YEAR Year Power Production Guaranteed Annual Guaranteed Price per kWh System Output(kWh) 1 $0.2 7,984 kWh 2 $0.206 7,944 kWh 3 $0.213 7,904 kWh 4 $0.219 7,865 kWh 5 $0.225 7,826 kWh 6 $0.232 7,786 kWh 7 $0.239 7,747 kWh 8 $0.246 7,709 kWh 9 $0.254 7,670 kWh 10 $0.261 7,632 kWh 11 $0.269 7,594 kWh 12 $0.277 7,556 kWh 13 $0.286 7,518 kWh 14 $0.294 7,480 kWh 15 $0.303 7,443 kWh 16 $0.312 7,406 kWh 17 $0.321 7,369 kWh 18 $0.331 7,332 kWh 19 $0.341 7,295 kWh 20 $0.351 7,259 kWh The annual energy payment rate shall be the rate per kWh as set forth on the table above,with an annual increase of three percent (3.00%). For details on this production guarantee,see paragraph 4,"Limited Production Warranty"of the Warranties and Guarantees section of this Contract. AC-03-25-16-18179 SD -166788 Page 8 MAHIC: 168228 Astrum Solar, Inc.;All rights reserved Location S No. Date 0 TOWN OF NORTH ANDOVER r ,WwMW A Certificate of Occupancy $ Q > Building/Frame Permit Fee $ ! SS CH SES Foundation Permit Fee $ Other Permit Fegx( $ Sewer Connection Fee $ Water Connection Fee $ TOTAL $ Zy dg� Building Inspector 7686 Div. Public Works PER111T NO. 52D APPLICATION FOR PERMIT TO BUILD - NORTH ANDOVER, MASS. PAGE 1 MAP 4-40. LOT NO. 2 RECORD OF OWNERSHIP IDATE BOOK ;PAGE Z E I SUB DIV. LOT NO. F CATIONa t PURPOSE OSS �^ » /,C q NEWS NA ME A �,/ NO. OF STORIES SIZE CT Ljj OWNER'S ADDRESS �/ � J ')1i ,/ .11n a1 //" BASEMENT OR SLAB ARCHITECT'S NAME L7 C7(! Y SIZE OF FLOOR TIMBERS IST 2ND 3RD BUILDER'S NAME SPAN DISTANCE TO NEAREST BUILDING DIMENSIONS OF SILLS DISTANCE FROM STREET '" POSTS I DISTANCE FROM LOT LINES-SIDES REAR "" GIRDERS AREA OF LOT FRONTAGE HEIGHT OF FOUNDATION THICKNESS IS BUILDING NEW SIZE OF FOOTING X IS BUILDING ADDITION MATERIAL OF CHIMNEY IS BUILDING ALTERATION IS BUILDING ON SOLID OR FILLED LAND WILL BUILDING CONFORM TO REQUIREMENTS OF CODE IS BUILDING CONNECTED TO TOWN WATER BOARD OF APPEALS ACTION. IF ANY IS BUILDING CONNECTED TO TOWN SEWER IS BUILDING CONNECTED TO NATURAL GAS LINE INSTRUCTIONS 3 PROPERTY INFORMATION LAND COST SEE BOTH SIDES BLDG. COST PAGE 1 FILL OUT SECTIONS 1 - 3 EST. BLDG. COST PER SQ. FT. EST. BLDG. COST PER ROOM PAGE 2 FILL OUT SECTIONS 1 - 12 SEPTIC PERMIT NO. ELECTRIC METEPS MUST BE ON OUTSIDE OF BUILDING 4 APPROVED BY ATTACHED GARAGES MUST CONFORM TO STATE FIRE REGULATIONS 1 PLANS MUST BE FILED AND APPROVED BY BUILDING INSPECTOR ✓� FLED ������ �J i j MUILDINO INSPECTOR SIGNATURE OF OWNER OR AUTHORIZED AGENT r� F E E Zf� OWNER TEL.# PERMIT GRANTED CONTR.TEL.# I td 19 CONTR.LIC.# T `, H.I.C.# ��j 147 BUILDING RECORD 1 OCCUPANCY 12 SINGLE FAMILY rOWNCRIES THIS SECTION MUST SHOW EXACT DIMENSIONS OF LOT AND DISTANCE FROM MULTI. FAMILY ES LOT LINES AND EXACT DIMENSIONS OF BUILDINGS. WITH PORCHES. GA- APARTMENTS RAGES. ETC. SUPERIMPOSED. THIS REPLACES PLOT PLAN. CONSTRUCTION 2 FOUNDATION 8 INTERIOR FINISH CONCRETE B t 2 13 CONCRETE BL K. PINE _ BRICK OR STONE —_ —— PIERS PLLASTERASTER _ DRY WALL _ UNFIN. 3 BASEMENT AREA FULL FIN. B M T AREA _ 1/1 1/2 14 FIN. ATTIC AREA _ NO BMT FIRE PLACES _ HEAD ROOM MODERN KITCHEN 4 WALLS 77I 9 FLOORS CLAPBOARDS B 1 2 3 DROP SIDING CONCRETE �_ WOOD SHINGLES EARTH _ ASPHALT SIDING HARDVJ D _ ASBESTOS SIDING _ COMMCN VERT. SIDING ASPH. TILE _ STUCCO ON MASONRY STUCCO ON FRAME BRICK ON MASONRY ATTIC STRS. 8 FLOOR _ BRICK ON FRAME CONC. OR CINDER BLK. STONE ON MASONRY WIRING STONE ON FRAME _ SUPERIOR I__� POOR ADEQUATE NONE 5 ROOF 11 10 PLUMBING GABLEHIP BATH 13 FIX.) GAMBREL MANSARD TOILET RM. (2 FIX.) _ FLAT SHED WATER CLOSET _ ASPHALT SHINGLES LAVATORY WOOD SHINGES KITCHEN SINK _ SLATE NO PLUMBING TAR 8 GRAVEL STALL SHOWER _ ROLL ROOFING MODERN FIXTURES _ TILE FLOOR , TILE DADO 6 FRAMING I 11 HEATING WOOD JOIST PIPELESS FURNACE FORCED HOT AIR FURN. TIMBER BMS. &COLS. STEAM STEEL BMS. & COLS. HOT W'T'R OR VAPOR WOOD RAFTERS AIR CONDITIONING RADIANT H'T'G UNIT HEATERS 7 NO. OF ROOMS GAS IL O B'M'T 2nd _ ELECTRIC 1st 13rd I NO HEATING own oover 0 y =_ port yy dover, Mass., )d iN us 1914 T O " LAKE �. T C pf HIC IiE WICK TEDT -- �� BOARD OF HEALTH " Food/Kitchen PER. MIT 0 D Septic System Lf� � BUILDING INSPECTOR THIS CERTIFIES THAT.. ...Aftla....... ... .F 1 . .................................................................................... Foundation has permission to eree� .................. buildings on ..u.... Oc?t... .....�.....r................................................ Rough to be occupied as P... .:.. .�......ftAm lT.... lir 4 . .. .. ....................................................... Chimney provided that the person accepting this permit shall in every respect conform to the terms of the application on file in Final 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 E 6 MONTHS ELECTRICAL INSPECTOR UNLESS C NSTR J T �� ` T� TS Rough ... ... .... ..................................................... ... .. . ............ Service BUILDING ECTOR Final Occupancy Permit Required to _Occupy Building GAS INSPECTOR Display in a Conspicuous Place on the Premises — Do Not Remove RouFinagh No Lathing or Dry Wall To Be Done Until Inspected and Approved by the Building Inspector. FIRE DEPARTMENT Burner PLANNING FINAL CONSERVATION FINAL Street No. Smoke Det. SEWER WATER FINAL DRIVEWAY ENTRY PERMIT 7(08` fi,A Town of North Andover BUILDING DEPARTMENT Homeowner License Exemption (Please print ) DATE //����g V JOB LOCATION AA — Number St eet Address Section of town "HOMEOWNER" Name _ Home Phone Work Phone PRESE-NT MAILING ADDRESS City/Town State Zip code The current exemption for "homeowners" was extended to include owner -occupied dwellings of six units or less and to allow such homeowners to engage an individual for hire who does not possess a license , provided that the owner acts as supervisor . (State Building Code , Section 109 . 1 . 1 ) DEFINITION OF HOMEOWNER: Persons ) who owns a parcel of land on which he/she resides or intends to reside , on which there is , or is intended to be , a one to six family dwell- ing , attached or detached structures accessory to such use and/or farm structures . A person who constructs more than one home in a two-year period shall not be considered a homeowner . Such "homeowner" shall submit to the Building Official , on a form acceptable to the Bulding Official , that he/she shall be responsible for all such work performed under the building permit . (Section 109 . 1 . 1 ) !h undersigned "homeowner" assumes responsibility for compliance with the State :luilding Code and other applicable codes , by-laws , rules and regulations . raze undersigned "homeowner" certifies that he/she understands the Town of :North Andover Building Department minimum inspection procedures and rEquirements and that he/she will comply with said procedures and �--euuirements . p i.r 'ILOT:2'�R' S SIGNATURE --a `."?ROVAL OF BUILDING OFFICIAL `;ote : Three family dwellings 35 , 000 cubic feet , or larger , will be required to comply with State Building Code Section 127 .0 , Construction Control . I "ORrH OFFICES OF: °m Town of 120 Main Street • North Andover, APPEALS • � NORTH ANDOVER BUILDING •;'`_ .;:�<�� Massachusetts O 1845 CONSERVATION ,SsCHU8�< DIVISION OF HEALTH PLANNING PLANNING & COMMUNITY DEVELOPMENT KAREN H.P. NELSON, DIRECT-OR In accordance with the provisions of MGL c 40, S 54, a condition of Building Permit Number !:S7- ?,A- is that the debris resulting from this work shall be disposed of in a properly licensed solid waste disposal facility as defined by MGL c 111, S 150A. The debris will be disposed of in: �a e (7/& (Location of'Facility) G—� i Signature of fermiApplicant C Date NOTE: Demolition permit from the Town of North Andover must be obtained for this project through the Office of the Building Inspector. �" �b �� 32� Date.................................................. a i OF NORT#1 TOWN OF NORTH ANDOVER I O � m w - w�; +► PERMIT FOR GAS INSTALLATION ss'�CHu This certifies that .. Q � S has permission for ga installation ....................... nthe b ildi gs of........ .... JL/�-................................................................................. at.......... ...............�.................... U.�. . �.C�.... North Andover, Mass. Fee..(Q..0......... Lic. No. 1C�6qlc;..... Mb........................ .................................. GASINSPECTOR Check# i MASSACHUSETTS UNIFORM APPLICATION FOR A PERMIT TO PERFORM GAS FITTING WORK CITY I'JaRT� /a`n�Do _ MA.DATE PLR IT#. 0 is JOBSITE ADDRESS OWNER'S NAME WI V OWNER ADDRESS TEL - =FAX � TYPE OR OCCUPANCY TYPE COMMERCIAL EDUCATIONAL p�T RESIDENTIAL CLEARLY NEW:© RENOVATION:® REPLACEMENT: PLANS SUBMITTED: YES QJ NO APPLIANCES? FLOORS-4 BSM 1 2 �3 4 5 6 7 8 9 10 11 12 13 14 BOILER BOOSTER CONVERSION'BURNER � COOK STOVE DIRECT VENT HEATER �— DRYER FIREPLACE — FRYOLATOR FURNACE GENERATOR �— GRILLE INFRARED HEATER LABORATORY COCKS _ MAKEUP AIR UNIT OVEN POOL HEATER ! ROOM/SPACE HEATER ROOF TOP UNIT TES, UNIT HEATER UNV`ENTED ROOM HEATER i WA'"ER HEATER OTHER I MeTeo. eJer ojT INSURANCE COVERAGE I have a current liability insurance policy or its substantial equivalent which meets the requirements of MGL.Ch.142 YES 010 11 I IF YOU CHECKED YES,PLEASE INDICATE THE TYPE OF COVERAGE BY CHECKING THE APPROPRIATE BOX BELOW LIABILITY INSURANCE POLICY Eg-' OTHER TYPE INDEMNITY ® BOND F OWNER'S INSURANCE WAIVER:I am aware that the licensee does not have the insurance coverage required by Chapter 142 of the Massachusetts General Laws,and that my signature on this permit application waives this requirement. CHECK,ONE ONLY: OWNER © GENT SIGNATURE OF OWNER OR AGENT hereby certify that all of the details and information I have submitted or entered regarding this application are true and a ur a to e b of.m wledge and that all plumbing work and Installations performed under the permit issued for this application will be in compli I Pe oAsi the Massachusetts State Plumbing Code and Chapter 142 of the General Laws. PLUMBER-GASFITTER NAME r LICENSE# 156Y SIG RE MP EMGF[A JP 0 JGF 0 LPGI® CORPORATION PARTN SHIP®# LLC®#�� COMPANY NAME: ee_ ©t o Sezv t e� ADDRESS — CITY �L os4 j STATEJnA ZIP Z ( 22 ]TEL FAX CELL EMAIL e oAl � � c rw t N A4 c • ��H OF M ►SSAd -_ __ • TTS PLUMBER'S ISSUES ' ; SF I TIEft S 7HE FOL'LOWLN LICEMfD AS A MASTER 'd�ENSE PLUMBER k f,; OAYIO W GARFIELi} 2�1..WI L:LOW S:T PN � O� nl 1564�r " 0 3 14 :1. k= t 501/16 226442 .; -" COMMONWF_ iLTH OF MASSACHISET ' i • • • ` SGARD QF r PLUMBERS AIS G£ASF ITTERS � k ISSUES THE F0LLOWIhC``L10ENSE a. RE,Q1 STARED AS A PLUMB I;Nc oRP� F DAV10>W GARF I E& � . F:E=ENEY BRQTHI=RS SERVICE, LL.0 21 WILLOW"s _ { �` ' Lu} �ROCKT-bN 02301 ` 36T9 �5:lo 1/1 221413 s `�_. -� �ry Date. .,r7. 1.. .... .. al Of a 40R o� TOWN OF NORTH ANDOVER PERMIT FOR GAS INSTALLATION 9 9 �,SS�CMUSEtt This certifies that , . . . . . . . . . . . . . has permission for gas installation i in the buildings of . . �.'t . . . . . . . . . . . . . . . . . . . . . . . . . . . . at .`. . . . . . . . ., North Andover, Mass. } Fee. Lic. No.. !/ . . . . . . ?!?.. . . . . . . . . r GAS INSPECTOR i Check#- G I t. 2 MASSACHUSETTS UNIFORM APPLICATION FOR PERMIT TO DO GASFITTING ` (Print or Type) d�� 1� i✓d�, / , Mass. Date 20 02,'- Permit#_ Building Location �G ���� S red p Owner's Name � i es- 0��r'Af'✓ Type of .O.ccupancy New Renovation ❑ Replacement-0 Plans Submitted Yes ❑ No E( G (n Y W Cn W U ozC H a co X L W w O0 It Cn OU m Z _ � Z ¢ H Q >- z z O �- W m w Q w W 0 o _ w W o* t- Q cn w w Cl) w z ¢ t it � w 0 f- z Z Q tU - Q 0: �= N } cn rn cc O z O H W J f— W Q W > W Z Q tr Q °a 0 0 W ¢ O W X Z O C3 Z u- 0 10.10 10 tr > D 4. P1 O t SUS-BSMT, BASEMENT 1ST FLOOR 2ND FLOOR 3RD FLOOR 4TH FLOOR STH FLOOR 6TH FLOOR 7TH FLOOR 8TH FLOOR Installing Compan�yName/"Iy��J /k Aa,vpas 11 ,$/q X1 CRII�I' Check one: Certificate ^ Address may_ - e 94 ❑ Corporation le O ME �7 ❑ Partnership Business Telephone ZG 6 7 9 /Q �1 ❑ Firm/Co. Name of .Licensed Plumber or Gas Fitter, /-7?� �C / ? INSURANCE COVERAGE: I have a currgnt liability insurance policy or its substantial 'equivalent which meets the requirements of MGL Ch 142. Yes 56 No ❑ If you have checked yes, please indicate the type of coverage by checking the appropriate box. A liability insurance policy 1/ Other type of Indemnity ❑ Bond ❑ OWNERS INSURANCE WAIVER: I am aware that the licensee does not have the insurance coverage required by Chapter 142 of the Mass. General Laws and that my signature on this permit application waives this requirement. Check one: Sicin -Owner's A ent Owner ❑ Agent ❑ I hereby certify that all of the details and information I have submitted (or entered) in above application are true and accurate to the best-of my knowledge and that-all plumbing work and installations performed under the permit issued for this application will be In compliance with.all pertinent provisions of the Massachusetts State Plumbing Code and Chapter 142 of the General Laws. By Type of License e' 1 Title ❑ Plumber �✓'� Gasfitter ter 0 Master Signature of Lic Plumber or s Fitter C1 own APPROVED FFI E N PROVED License Number