26 LEAVITT ST - BUILDING INSPECTION ,. � �pJ_ � (�bo c�t< ���303 ,
;- $z
� The Commonwealth of Massachusetts
� Board of Building Regulations and Standards CITY OF
Massachusetts State Building Code, 780 CMR SALEM
Revised Mar 2011
Building Permit Application To Construct, Repair, Renovate Or Demolish a
• One-or Two-Family Dwe[ling
This Section For Official Use Only
Building Permit Number: D Applied:
� - �/;�o�
Building Official(Print Name) SignaWre Date
SECTION 1: SITE 1NFORMATiON
11 Property Address: 1.2 Assessors Map&Parcel Numbers
26 Leavitl St 3q 0457
1.1 a Is this an accepted street?yes . no � Map Number Parcel Number .
1.3 Zoning Information: 1.4 PropeHy Dimensions: � �
RESIDENTIAL ,�.�
� Zoning District Proposed Use Lot Area(sq ft) Frontage(ft) _ �
1.5 Building Setbacks(ft)
Front Yazd Side Yards Rear Yazd
Required Provided Required Provided Required Provided
1.6 Water Supply: (M.G.L c.40,§54) 1.7 Flood Zone Informa[ion: 1.8 Sewage Disposal Syste� Z
Public❑ Private❑ Zone: _ Outside Flood Zone? Municipal O On site disposal sqxtem y
Check if yes� � �
SECTION 2: PROPERTY OWNERSHIP' � -i�
2.1 Owner'of Record: — Zc� ` ?
Osvaldo Sanchaz SALEM,MA 01970 �r - �!� �' '
Name(Print) � Ciry,Sta[e,ZIP T � � .
H NO
26 Leavitt St (978)398-9592 ossanchezQyahoo.com �
No.and Stree[ Telephone Email Address ' �
SECTION 3: DESCRIPTION OF PROPOSED WORK�(check all that apply) --� �
New Construction❑ Existing Building❑ Owner-Occupied ❑ Repairs(s) ❑ Alteration(s) ❑ Addition ❑
Demolition ❑ Accessory Bldg. ❑ Number of Units Other ❑ SPGCIfi':SOLAR PV
BC10F DESCI'1pIlOI1 Of PCOpOSOCI WOiICZ:INSTALL SOLAR ELECTRIC PANELS ON ROOF OF E%ISTING HOME TO BE INTERCONNECTED WITH
HOMESELECTRICALSYSTEM. ''1 ,y;nelS @ y 33S µ,�J �
��r
SECTION 4: ESTIMATED CONSTRUCTION COSTS
Item Estimated Costs: Official Use Only
Labor and Materials
l. Building $3,000 1. Building Permit Fee: $ Indicate how fee is determined:
❑Standard City/Town Application Fee
2. Electrical $8,000 ❑ToYal Project Cost3(Item 6)x multiplier x
3.Plumbing $ 2. Other Fees: $
4. Mechanical (HVAC) $ List:
5.Mechanical (Fire $
Su ression Total All Fees: $
Check No. Check Amount: Cash Amount:
6.Total Project Cost: $ � � ,000 ❑Paid in Full ❑Outstanding Balance Due:
5 E�►J�f ' �fb c.e��.Yr- • lo��5�
�' SECTION 5: CONSTRUCTION SERVICES
5.1 Construction Supervisor License(CSL)
107fifi3 8/29/2017
. SOLARCITV CORP./CRAIG ELLS License Number Expiration Date
Name of CSL Holder
� List CSL Type(see below) �
24 ST MARTIN DRIVE BLD 2 UNIT 11
No.and Street � Type Description
U Unrestricted Buildin s u to 35,000 cu.ft.
MARLBOROUGH,MA01752 R Res[rictedl&2Famil Dwellin
� Ciry/Towq Sta[e,ZIP � M Mason
, RC Roofin Coverin
� WS WindowandSidin �
SF Solid Fuel Burning Appliances
978-8754698 CELLS(ajSOLARCITV.COM ( InSU�8tI0t1
Tele hone Email address D Demolition
5.2 Registered Home Improvement Contractor(HIC)
168572 - 3/8/2015
so�nRciry cortP. HIC Registra[ion Number Expiration Date
HIC Company Name or HIC Registrant Name ,
B00 Research or ' ablanc0@solarcity.com
No.and Street Email address
Wilmington Ma.0188] 978-215-2360
Ci /Town,State,ZIP Tele hone
SECTION 6: WORKERS' COMPENSATION INSURANCE AFFIDAVIT(M.G.L. c. 152.§ 25C(6))
Workers Compensation Insurance affidavit must be completed and submitted with this application. Failure to provide
this affidavit will result in the denial of the Issuance of the building permit.
Signed Affidavit Attached? Yes .......... � No........... ❑ �
SECTION 7a: OWNER AUTHORIZATION TO BE COMPLETED WHEN
OWNER'S AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT
I,as Owner of the subject proper[y,hereby authorize soiarcuyi r�o-�a sia��o
to act on my behalf, in all matters relative to work authorized by this building permit application.
tQpe contccc++ mnizoia
�Print Owner's Name(Electronic Sig�ature) � , Date
SECTION 7b: OWNER' OR AUTHORIZED AGENT DECLARATION
By entering my name below, I hereby attest under the pains and penal[ies of perjury that all of the information
contained in this application is true and acwrate to the best of my knowledge and understanding.
��T'( fd ��0.Y1(O � �omzoia
Print Owner's or Authorized Agent`s Name(ElecVonic Signature) Da[e
NOTES:
1. An Owner who obtains a building permit to do his/her own work,or an owner who hires an unregistered contractor
(not registered in the Home Improvement Contractor(HIC)Progcam),will not have access to the azbitration
program or guaranty fund under M.G.L. a 142A.Other important information on the HIC Program can be found at
www.mass. o� v/oca Information on the Construction Supervisor License can be found at www.mass.gov/d�s
2. When substantial work is planned,provide the information below:
Total floor area(sq.ft.) (including garage, finished basementlattics,decks or porch)
Gross living area(sq. ft.) Habitable room count
Number of fueplaces Number of bedrooms
Number of bathrooms Number of half/baths
Type of heating system Number of decks/porches
Type of cooling system Enclosed Open
3. "Total Project Square Footage"may be substituted for"Total Project CosP'
r .'
� CITY OF S��1I.E,�t, �'L�1SS.�ICHL'SETTS
" �' ' BtiII.DL�lG DEPAA'i�tEV'T
' 1?O VYASHL�IGTON STREET,3�O F1.00R
� T�?L (97�7i5-9595
F�x(97� 740-9846
KfJtBERLEY DRISCOLL
�fAYOR 'lt�todus ST.P�txe
DIAECTOQ OF Pl;BLiC PROPER'IY�HI:IIDING CO\L�lISSIO.iER
Construction Debris Disposal Affidavit
(required for all demolition and renovation work)
In accordance with the sixth edition of the State Building Code, 780 CMR section 111.5
Debris, and the provisions of MGL c 40, S 54;
Building Permit# is issued with the condition that the debris resulting fiom
this work shall be disposed of in a properly licensed waste disposal facility as defined by MGL c
111, S 150A.
The debris will be transported by: .
SolarCity
(name of hauler)
The debris will be disposed of in :
SolarCity Wilmington
� (name of facility) .
800 Research Dr. Wilmington Ma
(uddress of facility)
signa�rmit applicant
10/7/2014
date
dcbrisalT.d�k � .
• , Tlie Commonwenith of Massnchusetts
�
Department ojln�lustrinlAccidents
O�ce oflnvestigations
1 Congress Streel,Suite 100 '
/� Boston, MA 02114-2017
��' www mnss.gov/dia
Workers'Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers -
Analicant Information Please Print Leeiblv
Name(Business/Organization/lndividuap: SOLARC.ITY CORP
Address:3055 CLEARVIEW WAY
City/State/Zi ;SAN MATEO, CA 94402 Phone #:8B8'765'2489
Are you an employer?Check the appropriate box: Type of project(required):
1.0 I am a employer with 5000 4. Q 1 am a general comractor and 1
employees(fuil anNor part-time).
s have hired the sub-contrac[ors 6. ❑New conswction
2.� I am a sola proprietor or partnery ��5��on the attached sheet. 7. ❑ Remodeling
ship and have no employees These sub-contractors have g. � Demolition
working for me in any capacity. employees and Nave workers' 9 � guilding addition
[No workers' comp. insurance �mp. insurance t
requiredJ 5. ❑ We are a corporation and its •�0.❑ Electrical repairs or additions
3.❑ 1 am a homeowner doing all work officers have exercised their l 1.❑ Plumbing repairs or additions
myself. [No workers' comp. right of exemption per MGL �Z_� Roof repeirs
insurance required.] � c. 152,§1(4),and we have no SOLAR/PV
employees. [No workers' �3.�Other
comp. insurance required.]
"Any appliceni ihal checks box ql musl also fill out Ihe section below showing�heir workers'compensa�ion policy informetion.
t Homeowners who submit this efitdxvil indica�ing Ihey are doing all work and�hen hire outside contraclors musl submil a ncw a�davit indicstingsuch.
=Contrectors�he�check this box must atlached an addidonal shcet showing the name of the sub-contrecWrs end s�a�e whelher or not�hox eniities have
employea. If lhe sub-wn�raGors heve employces,ihcp must piovide Iheir workers'wmp.policy number. �
1 nm an employer l/raf!s providing workers'compensation Insura�rce jor my employees. Below is Ihe poficy nnd job slte
lujommAon.
Insurance Company Name:LIBERTY MUTUAL INSURANCE COMPANY _
Policy#or Self-ins. Lic. N:WA7-66D-066265-024 Expiration Date:09/01/2015
Job Site Address: �� �. GI U�-�- tS� CitylState/Zip: Q
Atfach a copy of the workers' compensation policy decleration page(showing the policy number and expiration date).
Failure to secure coveragc as required under Section 25A of MGL c. 152 can lead[o the imposition of criminal penalties of a
fine up to$I,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. Be advised that a copy of this statement may be fonvarded to the Office of
Investigations of the DIA for insurance coverage verification.
/An hereby cer!!fy nerder.lhe palns and penallles ojperjnry fhnl►he b�(ornmlion p►ovided above!s true nnd correcl.
�
Sienature: �.� �� � G;����,'� 1- . .L)ate; . �U�����/ � _� —.. '
Phone N�
OJJ7cfal r�se oedy. Do eo!wrile ln this area,!o be comp(eled by city orlown ofJ7cinl.
Cily or Town: PermitlLicense tt
Issuing Authorily(circle one):
1.Board of Health 2. Building DepaHment 3.City/Pown Clerk 4. Electrical Inspeclor 5.Plumbing Inspector
6.Other
Conlact Person: Phone#:
^�� CERTIFICATE OF LIABILITY INSURANCE DATE(MMND/YYYY)
081291Y014
THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS
CERTIFICATE DOES NOT AFFIRMATNELY OR NEGATNELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES .
BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTRUTE A CONTRACT BETINEEN THE ISSUING INSURER�S�, AUTHORIZED
REPRESENTATNE OR PRODUCER,AND THE CERTIFICATE HOLDER
IMPORTANT: I(the certificate holder is an ADDRIONAL INSURED,the policy(ies)must be endorsed. H SUBROGATION IS WAIVED,subject to
the tertns and oondiqons of the policy,certain policies may requlre an endorsemen4 A statement on this cerUficale does not confer rights to tha
certiBwte holdet in Ileu of such emforsemen s. �
YRODUGER ��p T -
`MARSIiRISK8INSURANCESERVICES �1°E' — �� "
945CALIFORNIA STREET,SUfiE 1300 Px(�4 No•EAy: laC Nol� _
CALIFORNIA LICENSE NO.0437153 . A�R��
SAN FRANCISCO,CA 94104 --'�"'
INSURER�S)AFFORDIN6 COVERAGE NAIC N
Li MuWal Fve Ireurance Canpa�ry 76566
998301-STN6GAWUE44-15 INSVRERA: � . _.
ixsuaeo�(�0)961570U � wsuaert e:�m I�u�ance Corpwatian 42404-.-
SolarCilyCoryora6an iNSURERc:wA WA ^
7055GearviewWay ' iwwaeRo:
SanMateo.CA 90402 .__ _' _ '
� INSURER E:
INSIIRER F:
COVERAGES CERTIFICATE NIIMBER: SEnh0024a02ss�o2 REVISION NUMBER:4
THIS IS TO CERTIFV THAT THE POLICIES OF INSURANCE LISTE� BELOW HAVE BEEN ISSUED TO THE INSURED NAME�ABOVE FOR THE POLICY PERIOD
INDICATED. �NOlW1THSTANDING ANV RE�UIREMENT, TERM OR CONDITION OF ANV CONTRACT OR OTHER DOCUMENT W1TH RESPECT TO WHICH TMIS
CERTIFICATE MAY BE ISSUEO OR MAY PERTAIN, THE INSURANCE AFFOROED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO AlL THE TERMS.
EXCLUSIONS AND CONDITIONS OF SUCH POLIGES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CWMS.
�NgR iVPEOFINSURANCE DUl UBR p���CYNUYBER M��pYEFF PO�LDYnE%Yr �JbITS
A GENp�uuqeWTY T82661-066265-014 . 0910112014 091011Y015 enCNOccURRENCE g 1.000,000
x UAMACaE TO RENiED 100,OW
COMMERCIALGENERALLIABILI7Y PREMIQE Eaacwrtarce S. _
�CLAIMS�MAOE �OCCUR . p�Ep�p q� q��p�) y 10,0I1�
PERSONALb ADV INJURV $ 1.000,000
GENERALAGGREGATE $ ?,�0,000
GENLAG(3REGATE LIMIT APPLIES PER' PNOOUCTS-COMF/OP AGG $ _ Z.����
x POLICY X PRP LOC Dedutllbie S 25,0110
A NUTO!!O&LE 11A81LRY A$2-�i-I166N)5044 OJID1f2014 (191�11$015 COMBINED SINGLE LIMIT �Q��
Ee aaitlentl .�
x PNYAUTO BOOILVINJURV(Petperson) S f "
PLLOWNEO SCHEOULED BOURVINJURV�PeracciEanl) $
x A��S x NON OWNED PROPER7Y DAMAGE $ �
HIREDAUTOS _ AUTOS IPoreviOenp . ._-
X Phys.Oamage COMPICOLLDED: f g�,000r5+.000
UNBRELLALWB ���R EACHOCGURPENCE f_
EIICESSLUIB . [(AIMSAANDE �16GNEGATE 5
OED RETEMION s
8 VYORI(ERSCOMPENSA710N WA7-66D-066265-024 09Po712014 0910112015 % �'"�4eY��e� �ER —
B AND EMPLOYER9'OABIt1TY W�7-8$1-066255-039(WI) OA0L2U14 0910112015 1,000,000
MIYPROPRIETORIPARTNER/EKECVTIVE Y� NIA . EL EhCHACC10EM $
B OFFICEN/MEMBER El(CLUDED? WC DEDUCTIBLE:S3$O,OOO'
�Mmdatay In NH) E.L.DISEASE-EA EMPLOYEE S �'��'�
Iiyes.describe urbx — _1,000.000
OESCRIPTION Of OPEftATIONS Oelow E L.DISEASE�POUCV LIMR S
DESCRIVTION OF OPERATIONS I LOCAilON51 VENICLE$(AMac�ACORD/07,AAAillontl Remarke Selrcaule,It moR apxe le requireC)
Evidenm ol Nwrance.
CERTIFICATE HOLDER CANCELLATION
SolarCiry Capaa6on SMOULD ANY OF THE ABOVE DESCRIBED POLIC�ES BE CANCELLED BEFORE
3USSCIearvieivWay THE EXPIRATIDN DATE THEREOF, NOTICE WILL BE DELIVERED IN
San Mateo.CA 94402 ACCORDANCE WITH 7YiE POIICY PROVISIONS.
aun�ortaeonevrtEser�mnnve
o(Marsh RisM 8lrourence Sarvices
ChaA�M1�rtnolejo C� i�' . �--�
O 1986-2010 ACORD CORPORATION. AII rights reserved.
ACORD 25(2010/05) The ACORD name and logo are registered marka M ACORD
L
� !
�`�, ������ ((niiriii��iiicrcii�/� �� `<'s��lril,iiir•�r%i��/%i
����''�- '` Office of Consumer Affairs�and Business Regulation
���'� 10 Park Plaza - Suite 5170
�.�;'�
. Boston, Massachusetts 021 l6 ,
, Home Improvement Contractor Registration
Registration: 168572 II
Type: Supplement Card
SOLARCITY CORPORATION Ezpiration: 3/8/2015
CRAIG ELLS - -. .------ ----- -- -----•----
24 ST. MARTIN STREET BLD 2 UNIT 11 --- - -------
MARLBOROUGH, MA 01752 .__ __ __ .__ _� ____
Update Address and return card.Mark reason for change.
sca i a zoen,osn i . � � �� Address n Renewal n Employment �� Lost Card
. .. :. .. :. ..... ,.�. .. . . .. -
� r%/;.�f-,�nror un�,..///,�^/I,r..d,�/r.,�,//� .
R
Y��� , Omce of Cansumer Affeirs&Busincss Regulatioo License or registralion valid for individul use only
F�OME IMPROVEMENT CONTRACTOR before the expiration date. If found return to:
,�hF���,.�Registration: 168572 Typi Oflice of Consumer Atfairs and Business Regulation
10 Park Plaza-Suite Si70
r��'y Expiretion: 3/8/2015 Supplement :ard goston,MA 02116 '
SOLARCITY CORPORATION
CRAIG ELLS . (((III � _
� 24 ST MARTIN STREET BLD 2UNI ���-�B.d� _; �._��„� ��_�%_' _
fulA�tLBOROUGH,MA 01752 — -�1�
Uodersecretary Not v lid withoul signeture
� !{� ^Aassachusatts •Depanmeot QI p;�bht Saleiq
I �� Boarci ol BUilqing Royulanons�7nu Stanuards
� f'��P�iii�44nntibp��rzt�,;r
i L�cense CS-107683 „ �
� • �
CRAIG ELLS �
206 BAKER STREE'P � -' y^
Keene NH 03431 �
i �'
I
i
i
4 J.�w.+��+�« C�FIriDpp
� CwimussitineM 08/29l2017
:�`� /
��e ��ri2�r•r2��2�ct�ecct .�l �. �C-=��JJ�rc%rJeff�
+ '� � _ . � Office of Consumer Affairs�d Business Regulation
�`� 10 Park Plaza - Suite 5170
�v?,y�
. Boston, Massachusetts 02116
� Home Improvement Contractor Registration
Regisiration: 168572
Type: SupplementCard.
SOLAR CITY CORPORATION Expiration: 3l8/2015
ASTRID BLANCO --- ---
24 ST. MARTIN STREET BLD 2 UNIT 11 — —
MARLBOROUGH, MA 01752 —_
Update Address and return card.Mark reason for change.
scn� a zoM�osm - � � Address � Renewal � Employment C Lost Card
.,.`� �-�1�n`�.;u<un.iuncu(/�rjG'-;��.�ac�2:��/L; . .
r�rcce of Consumer Attairs&Busioess Reguletion License or registration valid for individul use only '
��ME IMPROVEMENT CONTRACTOR before tbe expiration date. Bfound re[urn to:
� �? �; Otfice of Consumer Affairs and Business Regu�ation �
�, �Registretion: �68572 � Type: 10 Park Plaza-Suite 5170 �
�'�' Expiretion: 3I8/2015 Supplement Card Boston,MA 02116
SOLAR CITY CORPORATION �
ASTRID BLANCO 1 �
24 ST MARTIN STREET BlD 2UNI ��+-�76..P�_— � .
�iIA�LBOROUGH,MA 01752 Uodersecretary Not valid without signahre
� r .
DocuSign EnvelopelD: 1A82CE4A-45A1-4B4F-BF52-13CC19CA5127 .
N �\
=�!a •
-;;;SOIafClt�/. Power Purchase Agreement ,
Here are the key terms of your SolarCity Power Purchase Agreement Date: $/3o/zoia
r - — -- '� - -- _ ..� _.. _ , T .. .. . . .. _ _.s .f.. ,.. . _ .... -..� _._...w_.,.. _
' $O + � � ■ oO�i �� , �o years �
;
i . System installation cost 1 I Electricity rate per kWh ` �' Agreement term '�
t _ _ —_ _- _ — __ _�...1�4�. .� _ .c . . . �� ... A� .a. .. r �i
�.r�—��- �-�`. �- .«�..� �..� . " _. . _.. ._"'w` . — _ A. _ . . y.�
�� - � Our Promises to You `
� ,
i • We insure,maintain,and repair the System(induding the inverter)at no addfionai cost to you;as specified in tt�e agreement. +
� • We provide 2417 web�nabled monitoring at no additional cost to you, as specified in the agreement: I
• We warranty your roof against leaks and restore your roof at the end of the agreement, as specified in the agreement.
� • The rate you pay for electricity, exclusive of taues,will never increase by more than 2.90°/a per year. „ � �
+• The pricing in this PPA is valid for 30 days aker 8I30/2014. i
� • We are confident that we deliver excellent value and customer service.AS A RESULT,YOU ARE FREE TO CANCEL ANYTIME AT'
i NO CHARGE PRIOR TO CONSTRUCTION ON YOUR HOME. a
i— »,.- .... __.,_ _ _._.. _ - -s_. ,�.�.��: . , ..
! Estimated First Year Production � J + Y 4,922 kWh ' A
. _�__,___�_._ —,- -- —.-,---.__.. ..._.` _...��..___... .,,,. ..� ..,._ �.... .�._ .aaE .., �
Customer's Name 8� Service Address •
Exactly as it appears on the utility bill
Customer Name and Address Customer Name Installation Location
Osvaldo Sanchez 26 Leavitt St
26 Leavitt St Salem, MA 01970
Salem, MA 01970
Options for System purchase and transfer: Options at the end of the 20 year term:
• If you move,you may transfer this agreement to the purchaser of your • SolarCity will remove the System at no cost to you.
Home,as specified in the agreement. . You can upgrade to a new System with the latest solar
• At certain times,as specifed in the agreement,you may purchase the technology under a new contract.
System. . You may purchase the System from SolarCity for its fair
• These options apply during the 20 year term of our agreement and not market value'as specified in the agreement.
beyond that term. . You may renew this agreement for up to ten(10)years in
lwo(2)five(5)year increments.
3055 CLEARVIEW WAY, SAN MATEO. CA 94402 BBS.SOLCITY I 888.765.2489 I SOLARCITY.COM
MA HIC 1685721MA Lic.MR-1136
Document Generated on 8/3012014
243070
DocuSign EnvelopelD: 1A82CE4A-45A1-4B4F-BF52-13CC19CA5127 •
2z.NOTICE OF RIGHT TO CANCEL. I have read this Power Purchase Agreement and the Exhibits in their
YOU MAY CANCEL THIS CONTRACT AT ANY TIME PRIOR TO entirety and I acknowledge that I have received a complete copy of this
MIDNIGHT OF THE THIRD BUSINESS DAY AFTER THE DATE POWer Purchase Agreement.
YOU SIGN THIS CONTRACT. SEE EXHIBIT 1.THE
ATTACHED NOTICE OF CANCELLATION FORM FOR AN Customer's Name:Osvaldo Sanchez
EXPLANATION OF THIS RIGHT. °ociSigned�"�� �
23.ADDITIONAL RIGHTS TO CANCEL. Signature: ��S - i '
�eeeerr..�eee�e�...
IN ADDITION TO ANY RIGHTS YOU MAY HAVE TO CANCEL
THIS PPA UNDER SECTION 22,YOU MAY ALSO CANCEL Date: 8/30/2014
THIS PPA AT NO COST AT ANY TIME PRIOR TO
COMMENCEMENT OF CONSTRUCTION ON YOUR HOME.
2 a.Pricin
The pricing in this PPA is valid for 30 days aKer 8/30/2014. If you Customer's Name:
don't sign this PPA and return it to us on or prior to 30 days after
8/30I2014,SolarCity reserves the right to reject this PPA unless Signature:
you agree to our then current pricing.
Date: 0
_\i��SolarCity.
r,a
Power Purchase Agreement
SOLARCITY APPROVED
Signature: '
LYNDON RWE, CEO
(PPA) Power Purchase Agre2ment
-.*
'���S011fC1t�
Date: 8/3012014
Solar Power Purchase Agreement version 8.0.2 293070
,
r �`I `�O'���'� � Vereion#39.1
�:.... v
, �tM OF
�r���
�3055 Clearview Way, San Mateo, CA 94402 � Y00 JIN �
(888)-SOL-CITY (7652489) �wwwsolarciry.com K �
Odober 3, 2014 � I �
No.4
Project/Job # 019596 �
RE: CERTIFICATION LEfTER
M.
Project: Sanchez Residence
z5 �eavitt st Digitdlly gned by Yoo Jin Kim
Salem, MA 01970
Date: 2014.10.03 14:11:39 -07'00'
To Whom It May Concern,
A jobsite survey of the existing framing system was performed by a site survey team from SolarCity. Structural review was based on
site observations and the design criteria listed below: -
Design Criteria:
-Applicable Codes= MA Res. Code,8th Edition,ASCE 7-05,and 2005 NDS
- Risk Category = II
-Wind Speed = 100 mph, Exposure Category C
-Ground Snow Load =40 psf
-.MPl: Roof DL= 13.5 psf, Roof LLJSL= 17.6 psf(Non-PV Areas), Roof LL/SL= 10.8 psf(PV Areas)
Note: Per IBC 1613.1; Seismic check is not required because Ss = 031364 < 0.4g and Seismic Design Category(SDC) = B < D
On the above referenced projed,the components of the structural roof framing impacted by the installation of the PV assembly have
been reviewed. ARer this review it has been determined that the existing structure is adequate to withstand the applicable roof dead
load, PV assembly load, and live/snow loads indicated in the design criteria above.
I certify that the structural roof framing and the new attachments that directly support the gravity loading and wind uplift loading from
PV modules have been reviewed and determined to meet or exceed structural strength requirements of the MA Res. Code, 8th Edition.
Please contact me with any questions or concerns regarding this project.
Sincerely,
Yoo Jin Kim, P.E.
Civil Engineer
Main: 888.765.2489,x5743
email: ykim@solarcity.com
3055 Clearview Way San Mateo,CA 94402 r(650)638-1028 (888)SOL-CITY F(650)638-1029 solarcity.com
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_ �LOAD ITEMIZATION - MPi �� �. �_ � — _�"` --__ —�
PV S stem Load
PV Module Weight(P� . � _ _ _ 2.5 psf
_... _..._ _ � :- -_ - - � - - "`-- -'^r-- -
Hardware Assembl Wei ht s - r 0.5 sf M
PV S stem Wei ht 3.0 sf
Roof Dead Load Material Load
Roof Category Description MPl
� _ � � �_..r ._,..__�._ .- • '- - �
Roofin9 TYPe_ _ _�._ ,_-- - —� _Comp Roof_� � ,..�( 1 Layers)� �2.5 Psf�.
Re-Roof to 1 Layer of Comp? No
Underla ment- _� _ w _� _ _ ,�_ _,_'^ � _ ... � - � _ _,.
y__ _ ,..� � �_ __ =� Roofing Pape� _ _ �`r, '�.`-Tp�'""-'�
0.5
Plywood Sheathing � �� � Y No �
��� _ _, .. -- - -- - - - - -� _... ..._.� .._._,
Board Sheathingy_� _ Solid-Sh'eathing � _ __�;.�_., , ��2,3 psf_�;
Rafter Size and S acin 2 x 8
P 9 @ 16 in.O.C. 23 psf
,,-�� � � --,r.m�_�„r._,..,,. .,r ..e...,� ,M.. _ ,,..T-
Vaulted Ceiling--_ _ � _ �_�y_ _ �� _ Yes_ _ -- - .- • 4.7 psf�
Miscellaneous Miscellaneous Items �� ~1.2 sf
TOWI Roof Dead Load 13.5 sf MPl 13.5 sf
Reduced Roof LL Non-PV Areas Value ASCE 7-OS
Roof Live Load La 20.0 psf Table 4-1
�,..-_-�r. .��._ .."_. _ -- -
-' -- - _ . _ _ _ . �_._ �-�
Member Tributary Area,_��_ A� < 2pp sf �� ��,� �..�;
- - -
Roof Slope _ - Ju�-12 12 ..��� w �
' -__ - ����-.��. �-_. � �.�� �.e.. . .�_ P_
Tributary Area Reduction. . ___ , _ Rl. .�. 1_ _ . . _ .�� _ . Section 4.9
--�.,r ___
. —
Sloped Roof Redudion Rz 0.6 Section 4.9
-� �-' -'-- ------ - ' -- _._ . . .e-.�..Y _ �. .__ Y _ ,. � ._. r � _�.t,^-„
' Reduced Roof Live Load �Lr L,= ta(Rl)(RZ) • - E uation 4-2
Reduced Roof Live Load Lr 12 sf MP3 12.0 sf
Reduced Ground/Roof Live Snow Loads code
Ground Snow Load p9 40.0 psf ASCE Table 7-1
Snow Load Reductions Allowed? �-'�'� �� " Yes " ' � ��
w___._._�._ .�. ._.._.� _�
- _-- --- _ � _ . _ �
Effedroe Roof Slope 45°
- .�� _ ��-_��_ �-.. ,.._ ,_� ... _.. �. r.._. �. -�
Honz Distance from Eye to Ridge _, _ _ W ._ ;. �" "'183 ft �„ ,_,_w.�__ � 'w'"��
_..�.__.�...��:. _ � .._ _
Snow Importance Factor Is 1.0 Table 1.5-2`
Snow Ex osure Factor Partially Exposed ! �
__� � �__ � - - - � - • --.�
P �e � t Table 7-2
_r. ��_-� �_ _ � . _� _ 1.0,._
Snow Thermal Factor � ` All structures except as indicated othervvise Table 7-3
. — _ —-- - -- --`�--,m--.r.... _,. .��..�—� 1.0
Mmimum Flat Roof Snow Load (w/ """'-"� " �
Rain-on_Snow Surchar e P'-'"'" ^ ,y. ,�- z$•0 psf ; . . . 73.4&7.10�
- --9 � - - - .,
- � �.__ . _ _
- -- - -
Flat Roof Snow Load pf pr= 0.7(CQ) (C.�) (I) pg; pf>_ pf-min Eq: 7.3-1
28.0 sf 70%
ASCE Desi n S o ed Roof Snow Load Over Surroun in Roof
Surface Condition of Surrounding All Other Surfaces
Roof � f0°f 0.6 Figure 7-2
Design Roof Snow Load Over P:-.�r= (�s-.��)Pr ASCE Eq: 7.4-1
Surroundin Roof p'"°O� 17.5 sf 44%
ASCE Desi n Slo ed Roof Snow Load Over PV Modules
Surface Condition of PV Modules Unobstructed Slippery Surfaces
I �s-� �4 Figure 7-2
Design Snow Load Over PV ps- _ ��s- .)Pr ASCE Eq: 7.4-1
Modules P�-�' 10.8 sf 27%
COMPANY PROJECT �
� WoodWorks�
. samwaFroa woon nes�cn
Oct. 3, 2014 13:44 MP1.wwb
Design Check Calculation Sheet
WoodWorks Sizer 10.1
Loads:
Load Type Distribution Pat- Location [ft] Magnitude Unit
tern Start End Start End
DL Dead Full Area No 13 .50 (16 :0) * psf
, PV-DL Dead Full Area No 3 .00 (16 .0) * ps£
SL Snow Full Area Yes 17.50 (16 .0) * sf
*Tributary Width (in)
Maximum Reactions (Ibs), Bearing Capacities (Ibs) and Bearing Lengths (in) :
�S�_�o.a^
Q, �,_$„ 12,_��„
� Unfactored:
Dead 212 191
Snow 159 143
� Factored:
� Total 370 334
Bearing:
F'theta 651 651
Capacity
Joist � 854 488
Supports 586 586
Anal/Des
Joist 0.43 0.68
Stipport 0.63 . 0.57
Load comb #2 - #4
Length 0.50* 0.50*
, Min req'd 0.50* 0.50*
� Cb 1.75 1.00
� Cb min 1.75 1.00
i Cb suppart 1.25 1.25
Fc su 625 625
*Minimum bearing length setting used: 1/2"for end supports and 1/2"for interior supports
MP1
Lumber-soft, S-P-F, No.1/No.2, 2x8 (1-1/2"x7-1/4")
Supports: All -Timber-soft Beam, D.Fir-L No.2
Roof joist spaced at 16.0" c/c; Total length: 18'-10.8"; Pitch: 12112;
Lateral support: top= full, bottom= at supports; Repetitive factor: applied where permitted (refer to online help);
WARNING: Member length exceeds typical stock length of 18.0 [ft]
� ' WoodWorksO Sizer SOFTWARE FOR WOOD DESIGN
MP1.wwb WoodWorks�Sizer 70.1 Page 2
Analysis vs. Allowable Stress (psi) and Deflection (in) using NDS 2072 :
Criterion Anal sis Value Desi n Value Anal sis/Design
Shear fv = 30 Fv' = 155 fv/Fv' = 0.20
Bending(+) fb = 927 Fb' = 1389 fb/Fb' _ . 0.67
Bending(-) fb = 11 Fb' = 571 fb/Fb' = 0.02 �
Live Defl'n 0.35 = L/588 0.67 = L/240 0.41
Total Defl'n 1.06 = L/196 1.15 = L/180 0.92
Additional Data:
FACTORS: F/E(psi)CD CM Ct CL CF Cfu Cr Cfrt Ci Cn LC#
Fv' 135 1.15 I.00 1.00 - - - - 1.00 1.00 1.00 2
Fb'+ 875 1.15 1:00 1.00 1.000 1.200 1.00 1.15 1.00 1.00 - 2
Fb' - 875 1.15 1.00 1.00 0.412 1.200 1.00 1.15 1.00 1.00 - 2
Fcp' 425 - 1.00 1.00 - - - - 1.00 1.00 -
E' 1.4 million 1.00 1.00 - - - - 1.00 1.00 � - �� 4
Emin' 0.51 million 1.00 1.00 - - - - 1.00 1.00 - 4
CRITICAL LOAD COMBINATIONS:
Shear : LC #2 = D+S, V = 237, V design = 219 lbs
Bending(+) : LC #2 = D+S, M = 1015 lbs-ft �
Bending(-) : LC #2 = D+S, M = 12 lbs-ft
De£lection: LC #4 = (live)
LC #4 = (total)
D=dead L=1ive S=snow W=wind I=impact Lr=roof live Lc=concentrated E=earthquake
All LC's are listed in the Analysis output
Load Patterns: s=S/2, X=L+S or L+Lr, =no pattern load in this span
Load combinations: ASCE 7-10 / IBC 2012 .
CALCULATIONS:
Deflection: EI = 67e06 lb-in2
"Live" deflection = Deflection from all non-dead loads (live, wind, snow...)
Total Deflection = 1.50 (Dead Load Deflection) + Live Load Deflection. - �
Bearing: Allowable bearing at an angle F'theta calculated for each support
as per NDS 3 .10.3 �
Design Notes:
1. WoodWorks analysis and design are in accordance with the ICC International Building Code (IBC 2012), the National
Design Specification (NDS 2012), and NDS Design Supplement.
2. Please verify that the default deflection limits are appropriate for your application.
3. Continuous or Cantilevered Beams: NDS Clause 4.2.5.5 requires that normal grading provisions be extended to the
middle 2l3 of 2 span beams and to the full length of cantilevers and other spans.
4. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1.
5. SLOPED BEAMS: level bearing is required for all sloped beams.
6. FIRE RATING: Joists, wall studs, and multi-ply members are not rated for fire endurance.
7. The critical deflection value has been determined using maximum back-span deflection. Cantilever deflections do not
govern design.
_._.�_.— '
[CALCULATION.OF DESIGN WIND LOADS,MP3�� i� "
Mountin Plane Information
Roofing Material Comp Roof _ ��
PV System Ty��'� ���'�� � � .r '•° �SolarCity SleekMount'";,;,� � �_,i ,�„_,.�, +�
� _a.,�.� _ -- - Y _
Spanning Vents No :
Standoff AttachmenEHardware � �"�� ' � �' 3 ` a` �. Com Mount T e C'�
��r _ '� _"�
Roof Slope 45°
RaRe�S acin ,- '�' � .v_�.� . � _ _ - .--- _-16 0C.'�`_.'�- :�-^ �. .�: ��,,�.
P- 9_ — - . � __ �_ __ _�_.�
Framin T e Diredion Y-Y RaRers
Purlin SP_acin9--_�_ ._.e � X-X Purlins Only__ " `
_ .__.�. .�_ " NA�. �__ __ .. __ _, �� .
Tile Reveal Tile Roofs Only NA
_ �... _e-a....s...�,.,�...._ . w �, .....��.
Tile Attachment System_, � _ _ Tile Roofs Only T_�._, e �NA
Standin Seam S acin SM Seam Onl � �y� LL NA �
Wind Desi n Criteria
, Wind Design Code ASCE 7-OS
- -- .-�--__ -- • - —�- . __ � _ ��.r,
Wind Desi n Method � ' � � � � �� � '� �
g _ � � . � _ ` __�. Partially/Fully Enclosed Method � _
�- _ _ ..__ '._ . _.
Basic Wmd Speed V 100 moh, Fig. 6-1 .
Exposure Category„_„ T �� v; - - - '� Y� : - C - �„ - _- -_ Sedion 6.5.63-
s... r. ,�__ __ _. _ ..
Roof Style _ Gable Roof Fig.6-116/C/Dd4A/B
-.._. . . .Y.. _._-� .� . _-_�- _• -- -- _�._ __ a �
Mean Roof Hei ht Y '�h 15 ft � � Sedion 6.2
Wind Pressure Calculation Coefficients
Wind Pressure 6cposure K� 0.85 Table 6-3
.A.�....� .�. :�--.-�.. ..r .�,� .�� � . s�- .w �._�-..� -� �. . _
Topographic Factor!--.�. .__ _. �-- _�Ka.� ._..„; a __ ... . -- - -- 1.00 _.. _ _ _. ___.- . .. Sedion 6.5.7_ .
Wind Directionality Fador ICd 0.85 Tabfe 6-4
_- _.�-,-,r. � _ _ . r � _,�..�� _ ,� _.��_a. _. .• -
Im ortance Factor I '� " 1.0� TTable 6-1�'
Velocity Pressure qh qh = 0.00256(Kz)(Kzt)(Kd)(V^2) (I) Equation 6-15
18.5 sf
Wind Pressure
EM. Pressure Coefficient U GC -0.95 Fig.6-116/C/D-14A/B
Ext. Pressure Coefficient Down ... GC 0.88 ' Fig.6-11B/C/D-14A/B
Desi n Wind Pressure = qh (GC ) E uation 6-22
Wind Pressure U -17.6 sf
Wind Pressure Down 16.2 sf
_^.�-�� _ � �.._ �
!ALLOWABLE_STANDOFF SPACINGS
X-Direction Y-Diredion
Max Allowable Standoff Spacing � Landscape ,64" � � __TM _ 39"
� -- • � � ._ _.__ ,�. _ _ a _
Max Allowable Cantilever,.���,, Landscape.- _- - _ _�24'i�__,_ � _ .�� . _�__NA `�
SWndoff Confi uration Wndsca e Sta ered
Max SWndoffTribuWryArea _,_,,,,� ,�_ �,;Trib„�,,,�„. .�,�,_ ,,,,,17,sf
_._.. .,.� ..... _� .� ._...._._......_�.__,
PV Assembly Dead Load W-PV 3 psf m
, , _ . _� .� . .._ -- �- - . � _ , _ _ , _ . . _ .
- ---
Net Wmd Upliit at Standoff�,,,,_,.,;s,_ T.actual,y,,� . - �280 Ibs
Uplift Capaciry of Standoff T-allow 500 Ibs � �
Standoff Demand Ca'aci �=� 'V ..��DCR� �� :•: � � �56.1% � � � ' � � � ' .
X-Direction Y-Direction
Max Allowable Standoff Spacing � 4 �Portrait 64" 64"
�. � .,e _ _ -- - ^".. _.. . _ . � _v.� a__..
Max Allowable Cantilever_� _,,,�_ �_Portrait ,,� �_� �_ ��20' NA�._
SWndoffConfi uration Portrait Sta ered y ��� �
Max Standoff Tributary Area� _. Trib=� ,�� ,� „ _,,.29 sf, __ �. _ _ _ __ ,�__ ,
� �.__..._ -
PV Assembly Dead_Load__ W-PV 3 psf ` � LL _
__, - -- r-- -�.� � ._ . --- - -
Net Wind Uplift at Standoff,;�___�. �T,-actual_,, .,,�,�,,�,,,,� ��-4681bs@_ �._ �_ � _ _____
Uplift Capacity of Standoff T-allow 500 Ibs
,-- _ - _ .�, �_ _�-r •._-- ` _ ___ - �._ _. �_
Standoff Demand Ca a'ci � v f u � w DCR - 93.5%
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typesofmountingsystems,offerscustomers[headded NominalMaximumPower (Pmas) now naw naw �eiw iesw .
value of minimal system costs,aesthetic seamless Optimum Operating Vol�age(Vmp) z�.zv s�.av zaav zvsv z�sv
� . aPPearance.autogroundingandtheftresistance. oatimumoveratineCu..e�c(Imp) 6.21N 6.38A 6.49A B.B�A 8.]iH
� _ Open Circuit Vollage(Voc) 33.9V 30.OV 36dV 34.PV 34.4V
Theblack-framedCS6P-PXisarobust60cellsolarmodule snortcircuitcurrent(isc) s.esa s.96A �.oen z�sn ]29A
incorporalingthegroundbreakingZepcompatibleframe. u�ea.rvo.maiooe.a���9canremae�em.a.o-�.a�a�oeoraoowim°,specv�mnMi.s,ameism�ampa.am�azoc,
The specially designed frame allows for rail free fast w��a spaaa i m�s
installation with the industry's most reliable grounding MeChanital Data
system.Themoduleuseshighefficiencypoly-crystalline CeIlType Poly-crystalline156x156mm,2or3Busbars �
K@yF@dtUl'@S � siliconcellslaminatedwi[hawhitebacksheetandframed CeIlHrrongement so�scio) r
withblackanodizedaluminum.Theblack-framedCS6P-PX oimensions 1638x982x40mm(64.Sx38.�x1.51in) �
• Quickandeasytoinstall - dramatically � isthepertectchoiceforcustomerswhoarelookingforahigh . we�9n� zo.sa9�as.zie:�
reduces i nstallation[i me quality aes[hetic modula with lowest system cosL Fmm cover 32mm Tempered 91ass
� � Frame Matarial Anotlizetl aluminium alloy
• Lowersystemcosts - cancutrooftop � d-aox IP65,3tlioCes �
installation costs in half Best Quallty .
Cable 4mm'QEG)/12AWG(ULf,1000mm �
- • 235qualityconUolpointsinmoduleproduction � connecmrs MC4orMC4Compareble
• Aestheticseamlessappearance -- lowprofile • ELscreeningtoeliminateproductdefecls S�anOartlPackaging(ModulesperPallet) 2apcs
with auto leveling and alignment • Current binning to improve system pertormance �
� . MotlulePiewspercontalnar(<OfLContainer) fi]2pcs(40'H�)
• Accredited Sal[mis[resistant
• Built-in hyper-bonded grounding system - ifiYs �-V CUrvES (CS6P-255PX) " �I
mounted,iYs grounded Best Warranty Insurance - - -; „ , I
• Theft resistant hardware • 25 years woddwide coverage � ' . '' �, I ' o) ' 'I�
• 100%warranty[ermcoverage .� r I e � - �, se�uo�n-n �I _
• Ultre-low parts count - 3 parts forthe mounting • Providing[hird party bankruptcy rights � ' j � 1 '. 350 �
and�grounding system_ • Non-cancellable �-` i � ,.° ! � � I
. • Industryfirstcomprehensivewarrantyinsurenceby ' Immediatecoverage �pa ; �a:j �,� �I
AM Best rated leading insurence companies in the • Insured by 3 world top insurance companies � � „-o,,., I, �
, � �
� world � . � —�,�w�,im:� , r �—:c. i
ComprehensiVe Certificates � � _�„
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• IEC61215,IEC61730,_IEC61701ED2,UL1703, � o _ _.'"_ _ _ . L
• Backward compatibilitywith all standard roof[op and CEC Listed,CE and MCS � • � �- • ^ �� �� , . . ... °
ground mounting systems • IS09001:2008:Quality Management System � . �"�°'���- � . -.. - . - �
. ISO/TS169492009:The automotive quality 'sve=����a��o�s��=i�aaamm�saaiasnea�a�e:�cie����ne�ge.nnowp,m��ou�e.
• Backed By Our New 10/25 Linear Power Warranty management sys[em
Plusouradded25yearinsurancecoverege • IS014001:2004:StandardsforEnvironmental AboutCanadianSolar
managemenlsystem Canatlian Solar Inc. Is one of the world's largest solar Canadlan Solar was (ounded in Canada in 2001 and was
ioox • QC080000HSPM:TheCertificationfor companies. As a leading vertically-inlegratetl suceessfully listed on NASDA� Exchange (symbol: CSIQ) in
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tltletlValuaF� manu(aclurero(ingots,wafers,cells,solarmodulesand November 2006. Canatlian Solar has module manufaeturing
sox °mWarran� HaZafdoUSSubStanCeSRegUlations solar systems, Canadian Solar tlelivers solar power capacityof7.O5GWandeellmanufacturingcapaeityofl.3GW.
' °�•� ;,, y • OHSAS1800120071ntematlonals�andards(of protlucts of uncompromising quality to worltlwitle
eox � oCCupational health and safe�y customers. Canadian Solar's world class leam o(
ox � �����-� ' � � ' , professlonals works closely wit� our customers to �
_ s to is :o zs REACHCompliance providethemwithsolutlonsforalltheirsolarneeds. - -
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• 10 year productwarrenty on materials and workmanship z �?,�� ` c ��e;:::� . s :
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SolarCity SleekMountT"" - Comp ' SolarCity SleekMountT"" - Comp ' '�
. The SolarCity SleekMount hardware solution •Utilizes Zep Solar hardware and UL 17031isted � � Installation Instructions �
is optimized to achieve superior strengtFi and Zep CompatibleT""modules � `� "
aesthetics while minimizing roof disruption and �� ` � � Q Drill Pilot Hole of Proper Diameter for �
• Interlock and grounding devices in system UL
' � labor.The elimination of visible rail ends and listed to UL 2703 - � \ R ,,.,�,_. Fastener Size Per NDS Section�.1.32
m o u n t i n g c l a m p s, c o m b i n e d w i t h t h e a d d i t i o n
of array trim 8nd a lower profile all cont�ibute p � °' Q Seal pilot hole with roofing sealant
• Interlock and Ground Ze ETL listed to UL�703 � � �'
to a more visually appealing system.SleekMount as"Grounding and Bonding System" �� a�� ' �\ O3 Insert Comp Mount flashing under upper
utilizes Zep CompatibleT"' modules with � •Ground Zep UL and ETL listed to UL 467 as `� layer of shingle
strengthened frames that attach directly to grounding device
Zep Solar standoffs, effectively eliminating the -- � - -- a0 Place Comp Mount centered
need for rail and reducing the number of •Painted galvanized waterproof flashing _ \ � . upon flashing
standoffs required. In addition, composition .,q�odized components for corrosion resistance " � \ ! O5 Install lag pursuant to NDS Section 11.1.3 �
shingles are not required to be cut for this �: � ���,,.,, with sealing washec .
system, allowing for minimal roof disturbance. •Applicable for vent spanning functions � _�"" ,
- - . ,�_ , { _ Q6 Secure Leveling Foot to the Comp Mount .
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.. . . . .- � . . .��TERMINACS ON BOTH CWEAND � � PHOTOVOLTAIC SYSTEMARE
��OADSIDESMAY�BEENERGIZED �� UNGROUNDEDAND
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MAXIMUM POWER-_ ��
POINT CURRENT Qmp) A •_ �� _ INVERTER OUTPUT �.� �
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MAXIMUNI POWER- �� �•� DO NOT RELOCATE
� POINT VOLTAGE(Vmp)_�� THIS OVERCURRENT
MAXIMUA4 SYSTEM � � DEVICE
VOLTAGE (Voc) . .
SHORT-CIRCUIT A
CURRENT(Isc)_
. ... . _ . . �• • �
PHOTOVOLTAIC POINT OF '•
. �- � . •
� INTERCONNECT�ON ��-
WARNING � � ' WARNINGELECTRICSHOCK �.� �.� ,
HAZARD. DO NOT TOUCH
� - •� - TERMINALS,TERMINA�S ON
ELECTRICAL SHOCK HAZARD �,� BOTH THE LINE AND LOAD SIDE
DO NOT TOUCH TERMINALS MAY BE ENERGIZED IN THE OPEN
TERh41NALS ON BOTH LINE AND POSITION. FOR SERVICE
'�) LOAD SIDES MAY BE ENERGIZED DE-ENERGIZE BOTH SOURCE
W THE OPEN POSITION AND h4AIN BREAKER.
� . . DC VOLTNGE IS PV POWER SOURCE .
� ALWAYS PRESENT WHEN MAXIMUMAC q
I � SOLHR MODULES ARE OPERATING CURRENT _ �
i EXPOSED TO SUNLIGHT MAXIMUM AC _
OPERATINGVOLTAGE ��
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WARNING � ,, . CAUTION ' • ''� �
i ELECTRIC SHOCK HAZARD � �.� •� -
1F A GROUND FAULT IS INDICP,TED PHOTOVOLTAIC SYSTEPA
NORMALLY GROUNDED CIRCUIT IS BACKFED � ��� � �
. CONDUCTORS MAY BE � .. t���.
UNGROUNDEDANDENERGIZED - - �
. �• • . •
• �- • • • CAUTION '• � . . -
PHOTOVOLTAIC AC '• oun�PoweR souRce •�-
SECOND SOURCE IS ,•� ,. � � � �
DISCONNECT ��, PHOTOVOLTAICSYSTEM � ' � '�
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GROUND SPECS MAIN PANEL SPECS GENERAL NOTES INVERTER SPECS MODULE SPECS LICENSE
�� BOND (N) �8 GEC TO 1W0 (N) GROUND Panel Number: GE Inv 1: DC Ungrounded INV 1 —(t)SOLAREDGE SE3800A—USOOOSNR2 `ABEL: —(17)CANADIAN SOLAR CS6P-255PX GEN $168572
�. ODS AT PANEL 'Mhi IRREVERSIBLE CRIMP Meter Number:�9 468 935 Inverter; 3�OW, 240V/208V, 97.5%/979.; w9Unifed Disco and ZB,RGM,AFCI PV Module; 255�234.3W PTC, Black Frame, MC4, ZEP Enabled ELEC 1136 MR
Overhead Service Entrance INV 2 � • Voc: 37.4 Vpmax: 30.2
. INV 3 . . . � Isc AND Imp ARE SHOWN IN THE DC STRINGS IDENTIFIER � �.
� �E 200A MAIN SERVICE PANEL
E� 100A/2P MAIN CIRCUIT BREAKER If1VEl't0f 1
(E) WIRING CUTLER—HAMMER �
100A/2P Disconnect 3 SOLAREDGE -
� SE3800A—USOOOSNR2 � .
(E) LOADS B � �,�„ SolarCity
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POI ���� � TM��ZO PV BACKFEED BREAKER B (1)WRER—HAMMER 8 DG221URB A (1)SdarCity 4 S7RING JUNCTION 80%
Breoker; 20A/7P, 2 Spoces Disconneck 30A, 240Voc, Non—Fusible, NEMA 3R 2¢2 S7R�G5, UNN�D, GROUNDED
AC DC
—(2)GYound Rod; 5/8' a 8�, Copper —(1)W1LER—HAMMER A DG030N8 -
Ground/NeuUal Kl; 30A, Genmal Duty(D6) Pv (17)SOLAREDGE�300-2NA4AZ5
Po�erBo� timizer, 300W, H4, DC to DC, ZEP
. ' ' �. nd (1)AWG�. Solid Bare Copper
—(1)Rand Rod; 5/8' x 6', Coppw
. � . . (N) ARRAY GROUND PER 690.47(D). NOTE: PER EXCEPTION N0. 2, ADDITIONAL
� ELEC7F20DE MAY NOT BE REQUIRED DEPENDING ON LOCATION OF (E) ELECiRODE
� 1 AWG /10, THNN-2, Block � 1 AWG/10, THYM-2, Black Vot* =500 VDC Isc =15 ADC (2 AWG �10, PV N9RE, Black Vot' =500 VOC Isc =15 ADC
O IqF(1)AWG BIO, THNN-2, Red O IQ�F(1)AWG p0, THYM-2, Red Vmp =350 VDC Imp=12.22 ADC O � (1)AWG 86, Solid Bare Copptt EGC Vmp =350 VDC Imp=12.22 ADC
i l
�L(1)AWG/10. THWN-2. Nhite NEUIRAL VmP =240 VAC ImP=15.63�C . . . . .�L(1JAWG /10. 7HNT!-2. Geen. . EGC. . . . .-(1)Conduit Kil:.3/4' PVC..Sch. 40
_. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
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CONFlDEN7IAL — 1HE MFORMATION HEREIN JOB NUNBER: PRE�ISE OWNEIt DESCPoP110tt DE9GN:
CONTAINEU SHALL NOT BE USED FOR 1HE JB-019596 OO SANCHEZ, OSVALDO � SANCHEZ RESIDENCE Troy Murray ���ta •
6ENEFlT OF ANYONE E%CEPT SOLARCIIY INC., YWN7ING SYSTEM: �j;�SolarCity.
NOR SHALL IT BE DISCLOSED IN NHOLE IX2 IN Comp Mount Type c 26 LEAVITT ST 4.335 KW PV ARRAY
PMT TO O7HER5 W751DE 1HE REqPIFNYS .
ORGANIZA71IX1, EXCEPT IN CONNEC710N N17H u��� SALEM, MA 01970
s, THE SALE AND USE OF 7HE RESPEC7IYE (17) CANADIAN SOLAR # CS6P-255PX - za s� M�ti� mroa sunemy z u�n u
SOLARq7Y EQUIPMENT. N71HWT 1HE WRITIEN IN�� . (� p PAGE NAME . SNFEF. REV: DAIE Mcrlborough. YA 01752
PERMISSION OF SOLAItCIN INC. J7U 398-9592 PV 4 10 3 2014 � ��0�6'e-'oza F: (650) 638-1029 '
SOLAREDGE SE3800A—USOOOSNR2 � � THREE LINE DIAGRAM / / ( �—sa—aTMc�e�zae9> .�...�a�,di.��
(E) �xa
(E) 2x4 PV MODULE
5/16" BOLT WITH LOCK INSTALLATION ORDER
• & FENDER WASHERS
LOCATE RAFTER, MARK HOLE
ZEP LEVELING FOOT (U LOCATION, AND DRILL PILOT
ZEP ARRAY SKIRT (6) HOLE.
�4� �2� SEAL PILOT HOLE WITH
POLYURETHANE SEALANT.
S1 ZEP COMP MOUNT C
ZEP FLASHING. C (3) (3) INSERT FLASHING.
(E) COMP. SHINGLE (4) PLACE MOUNT.
(1)
(E) ROOF DECKING U �2) � INSTALL LAG BOLT WITH
�-9� ��-6� ' S/16° DIA STAINLESS (5) �5� SEALWG WASHER.
(E) LBW STEEL LAG BOLT LOWEST MODULE SUBSEQUENT MODULES INSTALL LEVELING FOOT WITH
WITH SEALING WASHER �6� BOLT & WASHERS.
�„LSIDE VIEW OF MP1 NTS (z-�/z" EMBED, Mw>
~ (E) RAFTER •
MPS X-SPACING X-CAMILEVER V-SPACING Y-CANTILEVER NOTES - �� STAN DO F F
� LANDSCAPE 64" 24" STAGGERED J 1
Scale: 1 1/2" = 1'
ro27rsnir 64" 20"
RAFfER 2�@ 16°OC ROOF AZI 166 PITCH 45 �ORIES: 1
ARRAY AZI 166 PIfCH 45
C.7. 2x8 @16"OC Com Shingle � -
�ytN���
�� Y00 JIN
� K ' / �
No.4
AL�
Digit y signed by Yoo Jin Kim
Date: 2014.10.03 14:12:36
-07'00'
CONFlDEN7IAL— 7HE IN(qU1ATIIXJ HEREIN JOB NUY�it J B-019 5 9 6 �� � P�WISE OWNER: DESCPoP710N: DESCN: \\, . �
CON7AINED SHALL NOT BE U� FOR TIE SANCHEZ, OSVALDO SANCHEZ RESIDENCE Troy Murray �. .
BENEFlT OF ANYONE EXCEPT SOLARCIN INC., YWN7ING SYS7E11: �`�t�5olarGty.
NOR SHAI.L IT BE DISCLOSED IN XHOLE Olt IN Comp Mount Type c 26 LEAVITT ST 4.335 KW PV ARRAY - ���
PART TO O7HER5 W7SIDE 7HE REqPIENYS y�UIES SALEM, MA 01970
ORGANIZA71IX1, EXCEPT IN CONNECTION N1TH �
THE SALE AND USE OF 7HE RESPEC7IVE (17) CANADIAN SOLAR # CS6P-255PX 24 SL NaAN Drire, Buudng 2, Unit 11
SOLARqTY EQUIPMENT, MITHWT 7HE NRIT7EN M��R: PA1,'E NANG SHEE?: �Y. DAIL T: (650)6a3B-1028 F:A(650)638-1029
reaMiss�aN ov soursan iNc. SOLAREDGE SE3800A—USOOOSNR2 (978) 398-9592 STRUCTURAL VIEWS PV 3 10/3/2014 �eeeJ-sa-arr��s�zne9) ,,...sae�aY.��,
PITCH: 45 ARRAY PITCH:45
26 Leavitt St MPl AZIMUTH: 166 ARRAY AZIMUTH: 166
MATERIAL Comp Shingle STORY: 1 Story
�',tHOF
(E) DRIVEWAY �� Y00 JIN
� K �
VI �
No.4
Front Of House
Digita oo Jin
. Kim
Date: 2014.10.03 14:12:31
� -07'00'
;-_�`
� � � � ; O
`--�- Ac LEGEND
` � Q (E) UTILITY METER & WARNING LABEL
Inv . INVERTER W/ INTEGRATED DC DISCO
��� & WARNING LABELS
0 DC DISCONNECT & WARNING LABELS
� AC DISCONNECT & WARNING LABELS
-8
Q DC JUNCTION/COMBINER BOX & LABELS
0
Q DISTRIBUTION PANEL & LABELS
Q LOAD CENTER & WARNING LABELS
O O DEDICATED PV SYSTEM METER
MPi . .. ., .. . .
O � � STANDOFF LOCATIONS
CONDUIT RUN ON EXTERIOR
Un-Locked Gated ��� CONDUIT RUN ON INTERIOR
n- oc e a GATE/FENCE
A Q HEAT PRODUCING VENTS ARE RED
r,��
�� '� INTERIOR EQUIPMENT IS DASHED
L=J
r r
; � SITE PLAN N
a a �
d a sca�e: l�s° = r w
� � � O 1' 8' 16' E
S
CONFlDEN7IAL- 7HE MFORMA7IW! HEREIN JOB NUMBER: PRFYISE OMNER DESCPoPPON: DESGN:
JB-019596 00 T�o Murra �``!.. •+
Cq1TAINED SHALL NOT BE USED FOR 7HE SANCHEZ, OSVALDO SANCHEZ RESIDENCE Y Y ���SOIafCI {.y
BENEFlT OF ANYONE EXCEPT SOLARqN INC., NWN7INC SYS7EIk �•.,8
NOR SHALL IT BE DISCLOSED IN YMOLE OR IN Comp Mount T e C � 26 LEAVITT ST 4.335 KW PV ARRAY
PART TO OTHERS WTSIDE iHE REqPIENYS - Y��� �' SALEM MA 01970 �
W2GANIZATON, IXCEPT IN CONNEC710N N17H � 24 St Mortin Drire, Building 1, Unil 11
��7HE SALE AND USE OF 1HE RESPEC7IYE (17) CANADIAN SOLAR # CS6P-255PX PA�N� gy�7, pEy. pp� Yorlboraugh, NA 01752 �
�SOLARG7Y EQUIPMEN7, NITHWT 1HE MRITTEN �N�� i (650) 638-1028 F: (650)638-1029 �
PERMISSIQN OF SOLARqTY IN0. SOLAREDGE sE3aooa—us000sNR2 - (978) 398-9592 SITE PLAN PV 2 10/3/2014 �eea�sa-an��sszaas� ....�a�oux��
,.
` ABBREVIATIONS ELECTRICAL NOTES JURISDICTION NOTES
A AMPERE 1. THIS SYSTEM IS GRID—INTERTIED VIA A
AC ALTERNATING CURRENT UL—LISTED POWER—CONDITIONING INVERTER.
BLDG BUILDING 2. THIS SYSTEM HAS NO BATTERIES, NO UPS.
CONC CONCRETE 3. A NATIONALLY—RECOGNIZED TESTING
DC DIRECT CURRENT LA80RATORY SHALL LIST ALL EQUIPMENT IN
EGC EQUIPMENT GROUNDING CONDUCTOR COMPLIANCE WITH ART. 110.3.
(E) EXISTING 4. WHERE ALL TERMINALS OF THE DISCONNECTING
EMT ELECTRICAL METALLIC TUBING MEANS MAY BE ENERGIZED IN THE OPEN POSITION,
FSB FIRE SET—BACK A SIGN WILL BE PROVIDED WARNING OF THE
GALV GALVANIZED HAZARDS PER ART. 690.17.
GEC GROUNDING ELECTRODE CONDUCTOR 5. EACH UNGROUNDED CONDUCTOR OF THE
GND GROUND MULTIWIRE BRANCH CIRCUIT WILL BE IDENTIFIED BY
HDG HOT DIPPED GALVANIZED PHASE AND SYSTEM PER ART. 210.5.
I CURRENT 6. CIRCUITS OVER 250V TO GROUND SHALL
Imp CURRENT AT MAX POWER COMPLY WITH ART. 250.97, 250.92(B).
Isc SHORT CIRCUIT CURRENT 7. DC CONDUCTORS EITHER DO NOT ENTER
kVA KILOVOLT AMPERE BUILDING OR ARE RUN IN METALLIC RACEWAYS OR
kW KILOWATT ENCLOSURES TO THE FIRST ACCESSIBLE DC
LBW LOAD BEARING WALL DISCONNECTING MEANS PER ART. 690.31(E).
MIN MINIMUM 8. ALL WIRES SHALL BE PROVIDED WITH STRAIN
(N) NEW RELIEF AT ALL ENTRY INTO BOXES AS REQUIRED BY
NEUT NEUTRAL UL LISTING.
NTS NOT TO SCALE 9. MODULE FRAMES SHALL BE GROUNDED AT THE -
OC ON CENTER UL—LISTED LOCATION PROVIDED BY THE �
PL PROPERTY LINE MANUFACTURER USING UL LISTED GROUNDING .
P01 POINT OF INTERCONNECTION HARDWARE
PV PHOTOVOLTAIC 10. MODULE FRAMES, RAIL, AND POSTS SHALL BE
SCH SCHEDULE BONDED WITH EQUIPMENT GROUND CONDUCTORS.
S STAINLESS STEEL
STC STANDARD TESTING CONDITIONS
TYP TYPICAL
UPS UNINTERRUPTIBLE POWER SUPPLY
V VOLT
Vmp VOLTAGE AT MAX POWER VICINITY MAP INDEX
Voc VOLTAGE AT OPEN CIRCUIT
W WATT
3R NEMA 3R, RAINTIGHT � � ' PVt COVER SHEET
PV2 SITE PLAN
• � � PV3 STRUCTURAL VIEWS
� PV4 THREE LINE DIAGRAM
LICENSE GENERAL NOTES ' Cutsheets Attached
a
GEN 168572 1. ALL WORK TO BE DONE TO THE 8TH EDITION xX. �
ELEC �136 MR OF THE MA STATE BUILDING CODE. � • •
2. ALL ELECTRICAL WORK SHALL COMPLY WIiH f,
THE 2014 NATIONAL ELECTRIC CODE INCLUDING
MASSACHUSETTS AMENDMENTS.
MODULE GROUNDING METHOD: ZEP SOLAR
"c REV BY DATE COMMENTS
AHJ: Salem � I REVA NAME DATE COMMENTS
#
UTILITY: National Grid USA (Massachusetts Electric) • ' � �
- •�= ` - • • o - 0 ' . - - � • -
CONFlDEN7IAL- 7HE INFORMAlION HEREIN JpB NIAIBER PRLI�ISE ONNER DESCR�710N: DE9CN:
CONTAINED SHALL NOT BE USFD FOR iHE JB-019596 OO SANCHEZ OSVALDO SANCHEZ RESIDENCE Tro Murra ���+• •
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