25 INTERVALE RD - BUILDING INSPECTION l
� � `1 � y3� c� �� ��
g� The Commonwealth of Massachusetts
"� Board of Building Regulations and Standards SA EM
Massachusetts State Building Code,780 CMR
`� . . Revised Mar 2011
� Building Permit Application To Construct, Repair, Renovate Or Demolish a
� One-ar Two-Family Dwelling
� This Section For Official Use Only . .
� Building Permit Number. D te Applied:
� � ��J o��/ �S
� - Building Official(Print Name) Signatuce Date
� SECTION t:SITE INFORMATION ._
�1.1 Property Address: 1.2 Assessors Map&Parcel Numbers ��o �
25 Intervale RD 21 233 "' m
1.1 a Is this an accepted street?yes no Map Number Parcel Number y �. �
1.3 Zoning Informa[ion: 1.4 Proper[y Dimensions: �y ������
RESIDENTIAL �v 3s "
Zoning District Proposed Use Lot Area(sq ff) Frontage(ft) r �
c/i
1.5 Building Setbacks(Tt) �
Front Yard � Side Yards Rear Yard w n ��'�
Required Provided Required Provided Required PrO�ded ..11f�� �
1.6 Water Supply:(M.G.L c.4Q§54) 1.7 Flood Zone Information: 1.8 Sewage Disposal System:
Nublic❑ Private❑ Zone: _ Outside Flood Zone? Municipal� On site disposal system ❑
Check if yesO
SECTION 2: PROPERTY OWNERSHIP`
2.t Owner ofRecord:
Michelle Girard SALEM MA 01970
Namc(Print) City,State,71P "
25 Intervale RD 978-744-7722 mqirard02�yahoo.com
No.and Street Telephone � Email Address �
SECTION 3: DESCRIPTION OF PROPOSED WORKZ(check all that apply) .
New Construction ❑ Existing Building❑ Owneo-Occupied ❑ Repairs(s) ❑ Alteration(s) ❑ Addition ❑
Demolifion ❑ Accessoty Bldg. ❑ Number of Units Other ❑ Specify:so�na Pv
IBrief Description of Proposed WorkZ:INSTALL 25 SOLAR ELECTRIC PANELS @6.375kW DC ON ROOF OF EXISTING HOME �
TO BE INTERCONNECTED WITFi HOMES ELECTRICAL SYSTEM. �
SECTION 4: ESTIMATED CONSTRUCTION COSTS
[tem Estimated Costs: � Official Use Only
Labor and Materials
l. Building $5,000.00 1. Building Permit Fee: $ Indicate how fee is determined:
❑Standard City/Town Application Fee �
2.Electrical $11,000.00 ❑Total Project Cost'(Item 6)x multiplier x
3.Plumbing $ 2. O[her Fees: $
4.Mechanical (HVAC)� $ List:
5. Mechanical (Fire $
Su ression To[al All Fees:$
Check No. Check Amount Cash AmounL
6.Total Project Cost: $ ��j�00Q.Q0 ❑Paia in Full ❑Outstanding Balance Due: '
r
� �-� :
SECT[ON 5: CONSTRUCTION SERVICES
5.1 Construc[ion Supervisor License(CSL) ,
107663 8@9/2017
SOLARCITY CORP./CRAIG ELLS License Numbcr Expiration Date
� Name of CSL Holder
I.ist 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.ftJ
MARLBOROUGH,MA 01752
City/Town,Sta[e,ZIP R Restricted 1&2 Family Dwcllin
M Mason
RC Roofin Covering
WS WindowandSidin
SF Solid Fuel Buming Appliances '
918A]5-1698 CELLS@SOLARCITV.COM 1 1t1511�3[IOtI
Tele hone Email address D Demolition
5.2 Registered Home Improvement Contractor(HIC)
168512 � 3I8/2015
SOLARCITY CORP. HIC Regis[ration Number 6zpira[ion Date
HIC Company Name or HIC Registrant Name .
800 Research Dr ablanco@solarcity.com
No.and Street Email address
Wilminqton Ma.01887 978-215-2383
Cit /Town,S[ate,ZIP Tcic honc
SECTION 6:WORKERS'COMPENSATION INSURANCE AFFIDAVIT(M.G.L.c. 152.§ 25C(6))
Workers Compensation Insurance affidavit must be completed and submitted with this applicatioa Failure to provide
this aFfidavit will result in the denial of the Issuance of the building permit.
• Signed Affidavit Attached? Yes ..........0 No.....�......❑
SECTION 7a: OWNER AUTHORIZATION TO BE COMPLETED WHEN I
OWNER'S ACENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT I
I,as Owner of the subject property,hereby authorize soiarcayi �i��y���
to ac[on my behalf, in all matters relative to work authorized by this building permit application.
`See Contract/Owner Authorization 1/20/2015
Print Owner's Name(Electronic SignaCure) Date �
SECTION 76: OWNER' OR AUTHORIZED AGENT DECLARATION
By entering my name below, I hereby attest under the pains and penalties of perjury that all of the information
contained in this application is true and accura[e to the best of my knowledge and understanding.
� . P 1��-e1� C�I�LYIC(� ���� . 1/20/2015
�Prmt Owner's or Au[honzed AgenYs Name(Electronic Signature) Date �
NOTES:
l. An Owner who obtains a building permit to do his/her own work,or an owner who hires an unregistered conVactor
(not registered in the Home Improvement Contractor(HIC)Program),will not have access to the arbitration
program or guaranty fund under M.G.L.c. 142A.Other important information on the HIC Program can be found at
www.mass.eov/oca Infortnation on[he Constmction Supervisor License can be found at www.mass.eov/dps
� 2. When substantial work is planned,provide the information below: .
To[al floor area(sq.ft.) (including garage,finished basemenUattics,decks or porch)
Gross living area(sq.ft.) � Habitable room count
Number of fireplaces Number of bedrooms
Number of bathrooms Number of half/ba[hs
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 Cost"
I
� "Y
,< CITY OF S.�1LE:�t, �I.�SS.�ICHL'SETTS
&:u.D�c Der�Rr.�vr
• ' 130 W.jSHL�IGTON STAEET,3t°FT.00R �
�� � 'I�L (97�745-9595
F.�:t(97� 740-9846
IC[\BgRLEY DRISCOLL
1�iAYOR 'I�to�ns ST.P¢xxs
DIRECTOR OF PtiBLlC PROPER'IY/BI:IIDING CO�L�RSSIO.iER
Construction Debris Disposal Affidavit I'
(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&om '
this work shall be disposed of in a propedy licensed waste disposal facility as defined by MGL c
l 11, 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
(address of faciliry)
� - signahue of permit applicant
� 1/20/2015 �
date
Jcbrivl7.J�x . .
•� T/�e Commonwen/lh of Massachuseds
Deparlmenl oflndustrialAccidents
�^ y O�ce of Investigalions
1 Congress Street,Suite/00
Boslon,MA 02114-2017
�� www massgov/dia
Workers'Compensation Insurance Affidavit: BuilderslContractors/Electricians/Plumbera
Aaalicant Information Please Print Lecibiv
Name(Business/Organization/Individuaq: SOLARCITY CORP
Address:3055 CLEARVIEW WAY
CitylStatelZi :SAN MATEO,CA 94402 Phone#:88g'�65-2489
Are you an employer?Check the appropriate box: Type ot project(required):
I.0 I am a employer with �00 4. � I am a general comractor and 1 6. ❑New construction
employees(full and/or part-time).• have hired the sub-contractors
2.Q I am a sole proprieror or partner- ��sted on the aitached sheet. 7. ❑ Remodeling
ship and heve no employees These suMcontractors have g, � pemolition
working for me in any capaciry. employees and have workers' 9 � guilding addition
�TJo workers' comp. insurance comp. insurance=
required.] 5. Q We are a w�poretion and its �0.❑ Electrical repairs or additions
3.❑ 1 am a homeowner doing all work officers have exercised their ��,� p�umbing repairs or additions
myself. [No workers' comp. right of exemption per MC,L 1z_Q Roof repairs
insurance required.] t c. 152,§I(4),and we have no SOLAR/PV
employees. [Noworkers' �3.❑� Other
comp. inswance required.]
�My epplicanuhet chtt;ks box HI m��sl also fill om the scctioo bdow showing�heir wmkers'compensa�ion policy informetion.
t Homeowners who submit this eflidavil indiceling Ihey are doing all work and 16en hirC ou4side contraclors must submit a new amdavit indicati�sucM1.
�Contreclors thet check lhis box must etteched an aAditional slut showing�he neme of 1he sub-comrec[ms end s�ate whe�her or not�hose emities have
employcc.a. If Ihe sub-mnttac�ors havic employces,Ihcy musl provide thcir wmkers'comp.po�icy number.
/am an employer f/rnl!s providJng workers'eonipensalion Insu�m�ce jor my¢n+ployees. Below ts�lre policy auAJob s1I¢
lajormarTon.
Insurance Company Name:�IBERIY MUTUAL INSURANCE COMPANY _
Policy#or Self-ins. Lic. p:WA�-66D-066285-024 Expiration Date:09/01/2015
Job Site Address:/�J �/���Lp1LX Il.—1 _) City/State/Zip:��i p �� U���
� �
Adach a copy of the workers' compensallon policy declaration page(ahowing Ihe policy number and expiration date).
Failure lo secure coveragc as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a
fine up to$I,500.00 and/or one-year imprisonmen[,as well as civil penallies in the form of a STOP WORK ORDER and a fine
of up to$250.00 a day egainst the violator. Be advised that a copy of this statement may be fonvarded to the Office of
Investigations ofthe DIA for insurance coverage verification.
1 Ao hereby cerlljy euder Ihe prdus and penalNes ojperjn!v INai lhe Le jormalion provlded above is true�md eorrec�.
� n/� / �7 �
Sienelure: ���,���"E"� ��Q„"��.l;i .I)at�; ._,.l�(�_.�__���. .
Phon k�
OJJ'7etn/ese oxly. Do nol w�lle!n�Gis area,Io be rnntpleled by city or lawn oJ)7cial.
� City or Town• PermidLicense#
Issuing Authority(circle one):
1.Baard of Health 2.Building Department 3.City/1'own Clerk 4. EleMrical Inspector 5. Plumbing Inspector
6Ather '
I Contact Person: Phone#•
A� R��� CERTIFICATE OF LIABILITY INSURANCE °oT�"�°"�"'
�
THIS CERTIFICATE IS ISSUED AS A MATTER OP INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE FfOLDER. THIS
CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE APFOR�ED BY THE POLICIES
BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTRUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHOd2RED
REPRESENTATIVE OR PRODUCER.AND THE CERTIFICATE HOLDER.
IMPORTANT: tt the certificate holdar is an AUDI710NAL INSURED,the policy��es)must be endorsed. If SUBROCaATION IS WAIVED,subjeet to
� the terms and eondlGons of the policy,eertain policies may require an enEorsement A sqtemeM on this certifieate does not confer rights to the
. certiRcate holder In Iieu of such endoraemen s.
VRODUCER � N�A
� MARSHRISRSINSURANCESERVICES NANE: _
345 CALIFORNIA STREE7,SURE 1300 Px1A/C'Na'�iAf f�NL�Nq�___ _
CALIFORNIA IICENSE N0.0077153 E'��
SAN FRANCISCO,CA 9410! �R�� .` ---
INSURER�S�AFFORDINOCOVERAOE NAICp
998301-STND-GAWUE-74-15 INsurteRa:��m'MuWalFirelitwranceCanpany 16586
�r+sunEo�1�o1�51� ixsua�ee:���InsuraneeCorporaGon _ 4240a
SolaiCiryCoryora6on wsuxFacc:WA . - _ WA _
� 3055GearriewWaY � ixwrserto: .
� SanMateo.CA 97402 - - — ^
INSURER E:
INSIIRER F:
� COVERAGES CERTIFICATE NUMBER: SEA-002440269-02 REVIStON NUMBER:4
� THIS IS TO CERTIFV THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO 7HE INSUREU NAMED ABOVE FOR THE POLICY PERIOD
� INOICATED. NOTNATHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WNICH THIS
CERTIfICATE MAV BE ISSUEO OR MAY PERTAIN, THE INSURANCE AFFOROED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS.
E%CLUSIONS AND CANDITIONS OF SUCH POLICIES.LIMITS SHOWN MAV HAVE BEEN REOUCED BY PAID CWMS.
�Lgq AODL UBR '. ' POl1CYEFf POl1CYE%V UMIT9
TYPEOFINSURANCE POLICYNUNBER MAIID MIODIYYYV
A s�ertn�uaewn TB2-661-066265014 O9N112014 09101I2015 EpCHOCGURRENCE E ������
�X DAMA ETORENTEO � �ppp(p
COMMERCIALGENEf7ALLl/.BIIITY PREMI. E Eaaccune�xe S____,
�QAIMSh1A0E �OCCUR MEDE%P�Myanaparson) S ��'�
� PERSONALSADVINJURY 5 �.�0,000
GENERALAGGREGAiE f 2,000,000
GENLAGGREGATE4MITAPPLIESPER: PRO�UCTS�WMP/OPAGG f Z•����
x POLICY X PRO� LOC DEtlI1C11bIB f 25,000
A AUTONO&LE LIABIUfY PS2�661-066265�NM 09101I2014 03/O1Y2015 COMBINEO SMGLE LIMIT ��p�
Eaacci�__ __
X ANY AUTO . BODILV INJURY(Per parson) 4 _
� ALIOWNEO SCHEDULED BODILVINJURV�PereabeM) S
x A��S X NONONMED PROPERiYOAMAGE S �
HIRED AUTOS _ ppT05 . IPar accitlenll_ _ _
, X Phys.pam�e CAMPICOLLDEO: s =1,OOOIE1,000
� UMBRELLAWB pCCUR EACHOCCURRENCE E_
�, ���UpB CIAIMS�MADE AGGREGIITE _ S
OED RETENiIONS $
� g WORKERSCOMPExsnTroN WA7-66D-066265A24 OADI/l074 0910112015 X w�STATLL OTH�
RNO EMPIAYERB'UABILITY LHYLIh1lL .ER
- B ANiPROPRIETORIPARTNERIE%ECUTIVE YIN WC7-661-086265-07A(WI) 091U12014 09N12015 El EACHACCIDEM $ �'��'��
8 OFFlCEwrnEMBEa ExaUOEm ❑N N�p WC OEDUC7IBLE:$350,000'
�ManCarorylnNq E.L.DISEASE•EAEMPLOYEE S _ 1.00U,OW
�. IIyes dasaiba imen 1.000.000
DESCRIPTONOFOPERATIONSEeImv E1.DISEASE�POL�CYLIMI7 f
DESCWPl10NOFOVERATION5ILOLATION6lVENIGLES �AHee�ACOROt01,AOEIIIonNRem��MSSCImGub,HmoreepeeaitrcqW,atl) �
EVIA211W 0�hlSUfd110E. .
CERTIFICATE HOLDER CANCELLATION
. ���M�D� SHOULD ANY OF TNE ABOVE DESCRIBED POLICIES 8E CANCELLED BEFORE
7055CIearviewWay THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN
San Malea,CA 944U2 ACCORDANCE WITH iHE POLICY PROVISIONS.
AUTNORHEO REDRESENTATIVE
� of Idarsh Riak 6lrourence Services
ChaAesPAarm0leJo C�.`�/'�. �`-��
� 01968•2010 ACORD CORPORATION. All righta reserved.
ACORD 25(201N05) The ACORD name and logo are registered marks of ACORD
DocuSign EnvelopelD:90760CD2-263C-4B36-B690-A840991A78E1
=�a;;SolarCity.
.....
3055 ClearviewWay,San Mateo,CA 94402 SolarLease
r (888)SOL-CITY F(650)560-6460 SOUIRCITV.COM
SUMMARY Date: 1o/13/zola
CustomerNameandAddress CustomerName Installationtocation ContractorLicense
Michelle Girard Robert Tache 20 Intervale Rd MA HIC 168572/EL-1136MR
� 20 Intervale Rd Salem, MA 01970
Salem, MA 01970
Estimated Solar Energy Production
First YearAnnual Production:, 4,330 kWh
Initial Term Total Production: 82,609 kWh
Payment Terms
Amount Due at Contract Signing: $0
Amount Due when Installation Begins: $0.00
Amount Due following Bldg.Inspection: $0.00
Estimated Price per kWh First Year: $0.1428
Annuallncrease: 2.90% '
First Year Monthly SolarCity Bill: $51.53
Lease Term 20 Years
SolarCity's Promises ta You: Your Prepayment and Transfer Choices During the
• SolarCitywill insure,maintain,and repairthe System(includingthe Term:
inuerter)at no atlditional cost to you as specified in the agreement. . If you move,you maytransferthis agreementto the purchaser of your
• SolarCitywill provide 24/7 we6-enabled monitoring at no additional Home,as specified in the agreement.
costto you,as specified in the agreement. . If you move,you may prepay the remaining payments(if any)at a
• SolarCity will provide a money-back pmduction guarantee,as discount.
specified in the agreement.
. SolarCity will warranty your roof against leaks and restore your roof Your Choices at the End of the Initial Term:
at the entl of the agreement as specified in the agreement. . SolarCity will remove the System at no additional cost to you.
. The pricing in this Lease is valid for 30 days after 10/13/2014. If . You can upgrade to a new System with the latest solartechnology
you don't sign this Lease and return it to us on or prior to 30 days
after 10/13/2014,SolarCity reserves the right to reject this Lease untler a new contract.
unless you agree to our then current pricing. • You may renew your agreement for up to ten(10)years in two(2)
• We are confident that we deliver ezcellent value and customer five(5)year increments.
service.AS A RESULT,YOU ARE FREE TO CANCEL ANYTIME AT NO • Otherwise,the agreement will automatically renew for an additional
CHARGE PRIOR TO CONSTRUCTION ON YOUR HOME. ' one(1)year term at 10% less than the then-current average rate
charged by your local utility.
� SolarLea:e version fi.6.1,October 6th,2014 - 330048 .�;' �:0.
. ' SAPC/SEFAComDliant � �
Document Generatetl on 10/13/2014 � � � � �, �
DocuSign Envelope ID:90760CD2-263C-0B36-B690-A840991A1BE1
22. PUBLICITY I have read this Lease and the Exhibits in their entirety and
I acknowledge that 1 have received a complete copy of this
SolarCity will not publicly use or display any images of the System Lease.
unless you initial the space below. If yau initial the space below,you
give SolarCity permission to take pictures of the System as installed
on your Home to show to other customers or display on our website. Customer's Name: Michelle Girard
Homeowner'slniti s oa„s�y,eayy;
0}} � r�-M:it�u:I:LtrCat^euw�,1
S nature:
B �
I
. �19BBACC311A14F8...
10/13/-2014
23. NOTICE OF RIGHT TO CANCEL Date: � �
YOU MAY CANCEL THIS LEASE AT ANY TIME PRIOR '
T0 MIDNIGHT OF THE THIRD BUSINESS DAY AFTER
THE DATE YOU SIGN THIS LEASE. SEE EXHIBIT 1, Customer's Na ,���jg�,'(pche
THE ATTACHED NOTICE OF CANCELLATION FORM, ��Dlot,{�{�p�,�,
FOR AN EXPLANATION OF THIS RIGHT. Signature: l� �
24. ADDITIONAL RIGHTS TO CANCEL Date: 10/13/2014
IN ADDITION TO ANY RIGHTS YOU MAY HAVE TO
CANCEL THIS LEASE UNDER SECTIONS 6 AND 23,
YOU MAY ALSO CANCEL THIS LEASE AT NO COST ����SOIa�CIt�I.
�".�d
AT ANY TIME PRIOR TO COMMENCEMENT OF
CONSTRUCTION ON YOUR HOME. SolarLease
z5. Pr���ng SOLARCITY APPROVED
The pricing in this Lease is valid for 30 days after 10/13/2014. If
you don't sign this Lease and return it to us on or prior to 30 days
after 10/13/2014,SolarCiTy reserves the right to reject this Lease ,
unless you agree to our then current pricing. Signature:
LYNDON RIVF.,CEO
SolarLease
.,�,,
���'SolarCity.
Date: 10/13/2014
o., ...o
SolarLease versian 6.6.1,October 6'h,2014 � � 330048 '
SAPC/SEFA Compliant �
,
,
�\`�� � Vereion #39.5
�;;;SolarCity �,ZH4F
3055 Clearview Way, San Mateo, CA 94402 �� Y00 JIN
(888)-SOL-CITY (765-2489) (wwwsolarcity.com � K �
� y
October 30,2014 N0.4
Projxt/]ob#019659 �
RE: CERTIFICATION LETTER �
Project: Girard Residence Digitally si 2 y oo Jin Kim .
zo mtervale Rd Ddte: 2014.1030�15:00:48
Salem, MA 01970 �
-�7����
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= 7 psf, Roof LL/SL= 28 psf(Non-PV Areas), Roof LL/SL = 28 psf(PV Areas)
Note: Per IBC 1613.1; Seismic check is not required because Ss= 0.31364 < 0.4g and Seismic Design Category(SDC) = B< D
On the above referenced project,the components of the struttural roof framing�impacted by the installation of the PV assembly have
been reviewed. After 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 upliR loading from
PV modules have been reviewed and determined to meet or exceed structural strength requirementr of the MA Res. Code, 8th Edition.
Please conWct me with any questions or mncerns regarding this project.
Sincerely, � �
+
Yoo]in Kim, P.E. � �
Professional Engineer �
Main: 888.765.2489,x5743
email: ykim@solarcity.com
3055 Clearview Way San Ma[eo,CA 94402 r(650)6384028 (BBB)SOL-CITY F(650)638-1029 solarcity.com
AZ HOR'N3i}i,GiOSLB N�IOn.GO EG fiW I.Cf W0.95�I]8�06HIG II t01Mg,�K�1�=.]I IOY4Rtl,Nt 4l3V)%0.MP 4i�.:ICRtiie.MO MNiC i2d}tq,NJ 19VHOtl160W0.
Cq O.."{3 tMtlGB.PI.Oi7A43'lk t{1Ui!W11P.,WA GCl SOI AqC'4190)OY.It'+'+'M.vC Ir P�ii rkO�ra ru,xrvW.
1 �
10.30.2014
TM Version#39.5
_;►,;S��a��lt . SleekMount PV System
'�'"' y Structural Design Software
� �� ' PROJECT INFORMATION &TABLE OF CONTENTS� � �1
Pro�ect_Name:_ d,,,..,,,,,,,,,,,,Girard Residence�,,�,,,„s .,,�,a.�, . AHJ:._ , . Salem
Job Number: 019659 Building Code: MA Res. Code, 8th Edition�
��Customer Name `_�"...:,.,,'�'Girard;Michellex"`":'s"` Based On: `� �.IRC 2009/IBC 2009 _"
Address: 20 Intervale Rd ~ ASCE Code: ASCE 7-OS
, Gty/St'a_te: �.� ,,, Salem,�MA� _ ,Risk Category:-. . . II
Zip Code 01970 Upgrades Req'd? No �
Latit'ude/�Longitude:_� . 42.490707��.-70.899772."_ �,6tamp Req'd?.�_ Yes ��
SC Office: Wilmington PV Designer: Justin Martin
.....F.. a ...._as_.. _ _ �.�� . - -- . _
Calalations: � �K le Jackson - EORi�� Yoo Jin Kim P.E.
Certification Letter 1
Project Information, Table Of Contents, &Vicinity Map 2
Structure Analysis (Loading Summary and Member Check) 3
Hardware Design (PV System Assembly) 4
Note: Per IBC 1613.1; Seismic check is not required because Ss = 0.31364 < 0.4g and Seismic Design Category(SDC) = B < D
�- ., _ �____,_ __-__ _. .._._ i 2-MILE VICINITY MAP_.��- _ - _ -- - - — -1
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20 Intervale Rd, Salem, MA 01970
Latitude:42.490707,Longitude: -70.899772, Exposure Category: C
,
LOAD ITEMIZATION - MPl
- - - - �- - -_-.___--- --,
PV S stem Load
PV Module Weight(ps� � � � _2.5 psf_ �
r _ _ , .._�.� ..a.- -^ --�
Hardware Assembl Wei ht s "�"�' ' --"' 0.5 sf
PV 5 stem Wei ht s 3.0 sf
Roof Dead Load Material Load
Roof Category Description MPl
Roofing Type . - ' .._ . _ � ���. ,_Comp�Roof� _ '.. _ ( 1 Layers)-. � _ _2.5'psf._�
• Re-Roof to 1 Layer of Comp? � No �
Underlayment � � '� ' -�- '-� " � Roofing Paper� � - � �0.5 psf
Plywood Sheathing Yes 1.S.psf
BoardSheathing r_ � �_ � �` - " None -*� "`P � �'"�'�"'
Rafter Size and Spacing . _ 4 2 x 4 @ 24 in. O.C. � � 0.7 psf �
_ .__. - - - - • � _ � .__ . .
Vaulted Ceilin9 _ .�.. _ __ - -- - _,�,�� � . ...� � _ � . No-z.. _..,.�. .� ��,_ � °�:..`. �.
Miscellaneous � Miscellaneous Items - 13 sf
ToWI Roof Dead Load 7 sf MP3 7.0 sf �
Reduced Roof LL Non-PV Areas Value ASCE 7-05
Roof Live Load Lq � 20.0 psf Table 4-1
_ . --- -- � � ^ �- � - --- ---_ , ` .
Member TribuWry Area . At.� . � � < 200 sf � � � -� � +� � � ���
_ . _ .. ._ . _ .,e - . ��. ..�_ .._.. .....�..�
Roof Slope � � 5/12
- - -_. _� .�_ . ..__ ....._ ___.. ._. .�_-�_..� __ __
TributaryAreaRedudion _ _. _ . _ Rl__ _ ..., _ _... _ 1 , u „"- Sectwn49�
_ ,. _.._.. . . _ . _. . -
Sloped Roof Redudion Rz 0.95 Section 4.9
. . . '. . .r ..��� - -- - � . _� _,�.. � _. . . _ ...�... _9.�._. .4-���-..�- w
Reduced Roof Live Load Lr��'� a 4= �o�Ri) �Rz)� E uation 4-2
Reduced Roof Live Load Lr 19 sf MPS � 19.0 sf
Reduced Ground/Roof Live/Snow Loads Code
Ground Snow Load py 40.0 psf ASCE Table 7-1
Snow Load Reductions Allowed? µ ~ � � " � �Yes �' '��� !�^'
i
,K „ �
— ._ _ - -_.. �__ � _ .___�._ .� m. A : �_�.
Effective Roof Slope 22° I
. . . _ _ ._,._ . - - -�_..�., . _ � _.__ -. ..—� ._�.
.
Horiz. Distance from Eye to Ridge_�.���W" �14.8 ft�w„�- � 'f _ __ °
�� � � . ��... .�..,_ r„� .. ..
_�.
Snow Importance Factor Is � � 1.0 Table 1.5-2
__ _ _... .� - - . - - �-_ �_.� �_ � � Partially Exposed_ " -- _ _ .
Snow Exposure Fador CQ . Table 7-2
� �.._St.r �.. �:..�1.0 » �?:
Snow Thermal Factor � � All structures except as indicated othenvise �Table 7-3�
1.0
Minimum PlafRoof Snow Load (w/' "�' � _ '�"�`""`� ""0T`�"�"`
Rain-on-Snow Surc_h_arge)!_� _ Pf-'m" 28.0 psf 73.�4&7.10�`
_ , � ._ _._. _ �_ _ ,� .F .� _ .�_ _._ �_��.__�
Flat Roof Snow Load Pf p�= OJ(CQ)(Ct)(I)pg; p�>_ pf-min Eq: 73-1
28.0 sf 70%
ASCE Desi n S o Roo Snow loa Over Surroun m Roo
Surface Condition of Surrounding Cs.roof All Other Surfaces Figure 7-2
Roof 1.0
Design Roof Snow Load Over P:-root= �Cs-roof)Pf ASCE Eq: 7.4-1
Surroundin Roof P�"`°°f 28.0 sf 70"/0
ASCE Desi n Slo e Roof Snow Loa Over PV Modules
� Surface Condition of PV Modules Cs.�� � , Unobstruded il�ppery Surfaces Figure 7-2
Design Snow Load Over PV ps-P„_ (Cs-P„)P� ASCE Eq: 7.4-1
Modules P'-°" 28.0 sf 70%
COMPANY PROJECT
� WoodWorks�
somvnaFroawoonas¢.v
Oct. 30, 2014 14:13 MP1-Upper.wwb
Design Check Calculation Sheet
WoodWorks Sizer 10.1
Loads: �
Load Type Distribution Pat- Location [ft] Magnitude Unit
tern Start End Start End
I DL Dead Full Area 7.00 (24.0) * psf
SL Snow Full Area 28.00 (24 .0) * psf,
PVDL Dead Full Area 3 .00 (24 .0) * sf
*Tributary Width (in) � �
Maximum Reactions (Ibs), Bearing Capacities (Ibs) and Bearing Lengths (in) :
g�-5.3��
0' 8'-6"
Unfactored: -
Dead 93 93
Snow 239 � 239
Factored:
Total 332 332
Bearing:
F'theta 475 475
Capacity
Joist 356 356
Supports 586 586
Anal/Des
Joist . 0.93 . 0.93
Support 0.57 0.57
Load comb #2 - #2
Length 0.50* � 0.50*
� Min req'd 0.50* . . 0.50*
Cb 1.00 1.00
�. Cb min 1.00 1.00
�� Cb support 1.25 � 1.25
Fc su 625 � 625
*Minimum bearing length setting used: 1/2"for end supports
MP1-Upper
Lumber-soft, S-P-F, No.1/No.2, 2x6 (1-1/2"x5-1/2")
Supports: All -Timber-soft Beam, D.Fir-L No2
Roof joist spaced at 24.0"c/c;Total length: 9'-5.3"; Pitch: 5/12;
, Lateral support:top=full, bottom= at supports; Repetitive factor: applied where permitted (refer to online help);
.
' � WoodWorksO Sizer SOFTWARE FOR WOOD DESIGN
MP1-Upper:wwb WoodWorks�Sizer 10.1 Page 2
Analysis vs. Allowable Stress (psi) and Deflection (in) using N�s 20�2 :
Criterion Analysis Value Design Value Anal sis/Design
Shear fv = 50 Fv' = 155 fv/Fv' = 0.32
Bending(+) fb = 1113 Fb' = 1504 fb/Fb' = 0.74 �
Live Defl'n 0.27 = L/416 0.46 = L/240 0.56
Total Defl'n 0.42 = L/263 0.61 = L/180 0.68
Additional Data:
FACTORS: F/E(psi)CD CM Ct CL CF Cfu Cr Cfrt Ci Cn LC#
Fv' 135 1.15 1.00 1.00 - - - - 1.00 1.00 1.00 2
Fb'+ 875 1.15 1.00 1.00 1.000 1.300 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 - 2
� Emin' 0.51 million 1.00 1.00 - - - - 1.00 1.00 - 2
CRITICAL LOAD COMBINATIONS:
Shear : LC #2 = D+S, V = 305, V design = 273 lbs
Bending(+) : LC #Z = D+S, M = 701 lbs-ft
Deflection: LC #2 = D+5 (live) .
LC #2 = D+S (total) � . �
D=dead L=1ive 5=snow W=wind I=impact Lr=roof live Lc=concentrated E=earthquake
All LC's are listed in the Analysis output
Load combinations: ASCE 7-10 / IBC 2012
CALCULATIONS:
Deflection: EI = 29e06 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 Intemational Building Code (IBC 2012), the National
Design Specification (NDS 2012), and NDS Design Supplement. I
2. Please verify that the defauft deflection limits are appropriate for your application.
3. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1.
4. SLOPED BEAMS: level bearing is required for all sloped beams. '
5. FIRE RATING: Joists, wall studs, and multi-ply members are not rated for fire endurance. -
,
COMPANY PROJECT
� WoodWorks
SOfIWIR[fOY WOODOEfIGN
Oct. 30, 2014 14:15 MP1-Lower.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 7.00 (24.0) * psf
SL Snow Full Area No 28.00 (24.0) * psf �
PVDL Dead Full Area No . 3.00 (24.0) * psf
DLP Dead Point No 5.19 93 lbs
SLP Snow Point No 5.19 239 lbs
*Tributary Width (in)
Maximum Reactions (Ibs), Bearing Capacities (Ibs) and Bearing Lengths (in) :
g-8.6"
0� �,_2�� 4�_�,� 5�_2��
Unfactored:
Dead 52 167
� Snow 133 430
Factored: �
Total 185 598
Bearing:
F'theta . 476 � 476
Capacity
Joist 624 � 631
Supports 586 598
Anal/Des
Joist 0.30 0.95
Support 0.32 1.00
Load comb � #2 #2
Length . 0.50* 0.51
Min req'd 0.50* 0.51**
Cb 1.75 1.74
Cb min 1.75 � 1.74
Cb support 1.25 1.25
Fcp sup 625 625
`Minimum bearing length setting used: 1l2"for interior supports
**Minimum bearing length governed by the required width of the supporting member.
MP1-Lower
Lumber-soft, S-P-F, No.1/No.2, 2x4 (7-7/2"x3-7/2")
Supports: All-Timber-soft Beam, D.Fir-L No2
Roof joist spaced at 24.0"c/c; Total length: 5'-8.6"; Pitch: 5112;
Lateral support:top=full, bottom= at supports; Repetitive factor: applied where permitted (refer to online help);
- - - --,
• � WOOdWOPkSOO SIZ@P SOFTWARE FOR WOOD DESIGN
MP1-Lower:wwb WoodWorks�Sizer 10.1 Page 2
Analysis vs. Allowable Stress (psi) and Deflection (in) usiny NDS 20�2 :
Criterion Anal sis Value Desi n Value Anal sis/Design
Shear fv = 95 Fv' = 155 fv/Fv' = 0.61
Bending(-) fb = 811 Fb' = 1696 fb/Fb' = 0.48
Deflection:
Interior Live -0.01 = <L/999 0.19 = L/240 0.06
Total -0.02 = <L/999 0.25 = L/180 0.07
Cantil. Live 0.02 = L/379 0.06 = L/120 0.32
Total 0.03 = L/239 0.08 = L/90 0.38
Additional Data:
FACTORS: F/E(psi)CD CM Ct CL CF Cfu Cr Cfrt Ci Cn LC#
Fv' 135 1.15 1.00 1.00 - - - - 1.00 1.00 1.00 2
Fb' - 875 1.15 1.00 1.00 0.977 1.500 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 - 2
Emin' 0.51 million 1.00 1.00 - - - - 1.00 1.00 - 2
CRITICAL LOAD COMBINATIONS:
Shear : LC #2 = D+S, V = 348, V design = 333 lbs
Bending(-) : LC #2 = D+S, M = 207 lbs-ft
Deflection: LC #2 � = D+S (live) �
LC #2 = D+5 (total) .
D=dead L=1ive 5=snow W=wind I=impact Lr=roof live Lc=concentrated E=earthquake
All LC's are listed in the Analysis output �
Load combinations: ASCE 7-10 / IBC 2012
CALCULATIONS:
Deflection: EI = 8e06 lb-in2
"Live" deflection = Deflection from all non-dead loads (live, wind, snow..J �
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 2/3 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
govem design.
- - - - - --- -. _ _ _--�
CALCULATION OF DESIGN WIND LOADS =�MP1�_�`_` � �' _ _ _ _.._ __ .
Mountin Plane Information
Roofing Material Comp Roof "
PV System Type � _ _ _ ___ _ „ , LL _ . SolarCity 51eekMountT" �
Spanning Vents No . _ s _ a
SW'ndoff Attachment Hardware � � � �� Comp Mount Twe C � � �
Roof Slope TM 22°
Rafter..Spacing_ � � ,..�_ .�;,' �-- ,..�:.. __� .,..._ ,...... 24' O.C. _.,. .� W _ �.. _.,�,.
Framin T e Direction �Y-Y Rafters
Purlin Spacing . �_ _. _., X-X Purlins Only„ , _ _ _ _ ,�, _ NA .. ... __ _ _
Tile Reveal Tile Roofs Only NA
Tile Attachment System � � ��Tile Rooh Only,. �� � � � NA �' � � _ _
Standin Seam�S acin SM Seam Onl NA
Wind Desi n Criteria
Wind Design Code � � ASCE 7-OS
Wind Design Method_"_ �� _ _ � � Partially/Fully Enclosed Method . _
Basic Wind Speed V 100 moh Fig. 6-1
Exposure Catego'ry :_ � � � � � ;_ �m . _� C "" - ' Section 6.5.63
ROOf Style Gdble ROOf � Fig.6-11B/C/D-14A/B
Mean Roof Hei ht � � � �h � `- " 15 ft �Section 6.2 ��
Wind Pressure Calculation Coe�cients
Wind Pressure Exposure K� 0.85 Table 6-3 �
. . . _ . . .. , . _ _ -
Topographic Factor _ . „Krt � _�'_ � _ _ - 1�.00 , Sedion 6.5J
Wind Directionality Fador ICe 0.85 Table 6-4
� v. �_ �.� .,„,.�_�..:.«,.-�-�, ...m--,�,. ..._.,�„„ .. . . ...�.,.,_ .. -
Im ortanceFactor ' I ����"`�� �1.0' ` � �Table�6-1�
Velocity Pressure qh qh =0.00256(Kz)(Kzt)(Kd)(V^2)(I) Equation 6-15
18.5 sf
Wind Pressure
Ext. Pressure Coefficient U GC � -0.88 Fig.6-iis/Uo-14a/s
Ext. Pressure Coefficient DOw� GC �w� � ' 0.45 Fig.6-11B/QD-19A/B
Desi n Wind Pressure p =qn(GC ) E uation 6-22
Wind Pressure U „ -16.2 sf �
Wind Pressure Down �30.0 sf
ALLOWABLE STANDOFF SPACINGS__ !_ "� �' � � —'�� � — �-'
_ __ . . __�_ �,�_ _.� - - - --�
X-Direction Y-Direction
I Max Allowable Standoff Spacing Landscape 72" 39"
.d. ��. .. _ ....� �.,eaa....-�_„�e �-. —.-- _�. ��;, , —..a,.,--�..�.,..
, MaxAllowableCantileyer .,o,_ _ ,_� �,LandscapeF,w _ �.�.-� ��, �24'_ � __ �`- , ' �,NA���
Standoff Confi uration Landsca e Staggered
Max SWndoff TribuWry Area;;` � � �;,„,Trib_ .. �,,�„�,,;s�� _19 sf �, _�„�__ � „
�� - --"`- - __
7V Assembly Dead Load W-PV 3 psf
', Net Wind UpIiR at Standoff � _ T-adual�� ��A � -281 Ibs _._ . ` - � � `
Uplift Capacity of Standoff T-allow 500 Ibs � �
StandoffDemandCa aci'�"A`^"� � ""DCR "� �"'� �""�"-'�56.1%�""'�+ "V'� � ' ' '�`- �
X-Direction Y-Direction
Max Allowable Standoff Spacing Portrait 48" 64"
_.,wa � _ .� . . _ ,� _ �
Max Allowable Cantilever�o_ �; Portrait�' ��"� _ � 20"'" � _� _NA�' _ �
� _..a�:,y.�.r.s._.,k..�,� ,.�����_ -
Standoff Confi uration �Portrait Sta ered
Max Standoff Tributary Area_ . _ _�e . ._ ,Trib,� _ �_ _ 21 sf
. _ _._ �_ — — _ _ �_ -- -
PV Assembly Dead Load W-PV 3 psf
. ..�-.�„.._ _:..,....^�.�_. .:a..�. ,__ _ ...«� _ �._ .
Net Wind Uplift et SWndoff�. _ � T-adual,_ _ _ __ _ -312 Ibs y � _
Uplift Capacity of Standoff T-allow 500 Ibs
� . �. _�_ ��- ---_. _-�--- .�
Standoff De'mand Ca aci "� ' 'DCR:�a 62.4% � - - - �`
� 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. iHIS SYSIEM HAS NO BATTERIES, NO UPS.
CONC CONCRETE 3. A NATIONALLY—RECOGNIZED TESTING
DC DIRECT CURRENT LABORATORY SHALL L1ST ALL EQUIPMENTIN
EGC EQUIPMENT GROUNDING CONDUCTOR COMPLIANCE WITH ART. 110.3. ,
(E) EXISTING 4. WH�RE ALL TERMINALS OF iHE DISCONNECTING
EMT ELECTRICAL METALLIC iUBING MEANS MAY BE ENERGIZED IN iHE OPEN POSITION,
FSB FIRE SET—BACK A SIGN WILL BE PROVIDED WARNING OF THE
GALV GALVANIZED HAZARDS PER ART. 690.17.
GEC GROUNDING ELECiRODE CONDUCTOR 5. EACH UNGROUNDED CONDUCTOR OF THE
GND GROUND MULTIWIRE BRANCH CIRCUIT WILL BE IDENIIFIEO BY
HDG HOT DIPPED GALVANIZED PHASE AND SYSiEM PER ART. 210.5.
I CURRENT 6. CIRCUITS OVER 25DV 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 LOCAiION PRONDED BY iHE
PL PROPERTY LINE MANUFACTURER USING UL LISTED GROUNDING
P01 POINT OF INiERCONNECiION 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 WATf
3R NEMA 3R, RAINiIGHT � PV1 COVER SHEET
PV2 SITE PLAN
� _ � PV3 STRUCTURAL VIEWS
- PV4 UPLIFT CA�CULATIONS
LICENSE GENERAL NOTES � ' � � PVS THREE LINE DIAGRAM
Cutsheets Attached
GEN #165572 1. ALL WORK TO BE DONE TO THE 8TH EDIiION X
ELEC 1136 MR OF hiE MA STAlE BUILDING CODE.
2. ALL ELECiF21CAL WORK SHALL COMPLY WIiH �
THE 2014 NATIONAL ELECTRIC CODE INCLUDING
MASSACHUSETTS AMENDMENTS.
MODULE GROUNDING MEiHOD: ZEP SOLAR
AHJ: Salem REV BY DATE COMMENTS '
REV A NAME DATE COMMENT$ '.
UTILITY: National Grid USA (Massachusetts Electric) " �
' - •�= � - • • • - � � - - � • -
CONFl�EMIAL- THE MFORMA710N NEREIN ,XIB NIIM�t J B-019 6 5 9 0 0 ���� DESCPoP710�k DESGN: \``
, CONTNNm SHA11 NOT BE Ug.D FOR 7HE GIRARD, MICHELLE GIRARD RESIDENCE ��'t; /.�'
BENEFIT OF ANYONE IXCFPT SIXARqTY INC., YOUNIING SYSIEY: �UStlfl MOftlfl '' �COI^�` I�` ,
NOR 41ALL IT BE DISCLOSED IN NHIXE OR IN Com Mount T e C 20 INTERVALE RD 6.375 KW PV ARRAY i��v w v y
r,wr ro oniExs auivne n�c rsEaaiwrs Y�� � SALEM MA 01970
ORGFIll1A1I0N, IXCEPT IN CONNEC710N WI7H � '
TMc sn�allo us�or nie a�ccn� (25) CANADIAN SOLAR (J CS6P-255PX z4 sc ��Driw, Bu�d'mg�, Unit II
S�.ARqTY EWIPNEHT, N17HWT 7HE WRITIEN w�� ' PAGE NP/AE: ��: � DA� T: (850)678-1 28 F:A(850)638-1029
rew�ission av souaan inc SOLAREDGE $E6000A—USOOOSNR2 9787447722 COVER SHEET PV � 10�30�2014 (eee�so�-pry(�ss-zees) rw.saardty.c«n
PITCH: 22 ARRAY PITCH:22
MPi AZIMUTH: 137 ARRAY AZIMUTH: 137
MATERIAL Comp Shingle STORY: 1 Story
�SH OF
���,�
��' Y00 JIN
K �
1 �
No.4
Front Of House A ��
Digital ooJin
Kim
Date:2014.1030 15:01:06
-07'00'
o LEGEND
�
c Q (E) UiILITY METER & WARNING LABEL
�
p (E) DRIVEWAY
� INVERTER W/ INiEGRAiED DC DISCO
& WARNING LABELS
� DC DISCONNECT & WARNING LABELS
� AC DISCONNECT & WARNING LABELS
Inv Q DC JUNCTION/COMBINER BOX & LABELS
AC
� - o � � DISTRIBUTION PANEL & LABELS
- - � o
O ' ` � d � MPl « LOAD CENiER & WARNING LABELS
` � ; �
� O DEDICAiED PV SYSiEM METER
A � STANDOFF LOCAiIONS
� CONDUIT RUN ON EXTERIOR
��� CONDUIT RUN ON INTERIOR
— GATE/FENCE
Q HEAT PRODUCING VENTS ARE RED
' ���� INTERIOR EQUIPMENT IS DASHED
L:J
SITE PLAN ��y
Scale: 1/8" = 1'
O 1' 8' 16' s F
CIXiFlORl71AL— 7HE MFORMAlION HEREIN ,XIB NUIIB� � ���g�� ��n�' ��'
JB-019659 00 �y,, .
CONTAINm SHRLL NOT�USED fOR THE GIRARD MICHELLE GIRARD RESIDENCE dustin Martin ����SolarCity. �
BENEFlT OF FNYONE IXCFPT SOLARptt INC., YWNIING SiS7E11: ' �•.,,i
. NOR 41ALL IT BE DISCLOSF.D IN NHOIE OR IN Com Mount T e C 20 INTERVALE RD 6.375 KW PV ARRAY �
PAftT TO OIHERS W79DE 7HE REqPIENTS ��� SALEM, MA 01970 �
ORGRNIU710N,IXCEP?W CONNECTON N77H ' P4 SL MaNn OrM,BudEmq Y, Ilnil 11
7HE SALE AND USE OF iHE RESPECTIYE (25) CANADIAN SOLAR # CS6P-255PX - '�
SOLARptt�WIPMEHT, N17HWT 7HE WRITIEN w�� PA(f NAYE: SHEEf: REV: DAIE T: (650)638-1 28 FA(65D)638-1029 �
a�issioN ov sanrsatt iwc. SOLAREDGE SE6000A-USOOOSNR2 9�8�44��22 SITE PLAN PV 2 10/30/2014 (eee�sa-an ps�zaaa) ....�a�eY.� ,
J
�
�tH OF�
��J��
�? Y00 JIN �
K
No.4 a' _ � -- - - - -
AL�
Digital si e by Yoo Jin Kim
Date: 2014.1030 15:01:10
-07'00'
PV MODULE S 1
5/16" BOLT WIiH LOCK INSTALLAl10N ORDER
& FENDER WASHERS
LOCATE RAFTER, MARK HOLE �
ZEP LEVELING FOOT (1) LOCAiION, AND DRILL PILOT
ZEP ARRAY SKIRT (6) HOLE.
�4� �2� SEAL PILOT HOLE Wlhi
ZEP COMP MOUNT C POLYURETHANE SEALANT.
�' 3'-5�� 9�_���
ZEP FLASHING C (3) (3) INSERT FLASHING.
1'— ' (E) LBW
(E) COMP. SHINGLE , (4) PLACE MOUNT. �\
(E) ROOF DECKING � �2) � �5� INSTALL LAG 80LT WITH ( n \ SIDE VIEW OF MP1 NTS
5/i6" DIA STAINLESS (5) S I SH . ��1
STEEL LAG BOLT LOWEST MODULE SUBSEQUENT MODULES INSTALL LEVELING FOOT WIiH
WITH SEALING WASHER �6� BOLT & WASHERS. MPI X-SPACING X-CANTILEVER Y-SPACING Y-CANTILEVER NOTES
(2-1/2" EMBED, MIN) LANDSCAPE 72" 24" STAGGERED
(E) RAFIER . , PORTRAIT 48" � 20"
Si STANDOFF � aooF�� 137 PITCH 22
1 RAFfER 2X6 @ 24�� OC qRRAY AZI 137 PITCH zz STORIES: 1
Scale: 1 1/2" = 1' � � _ CJ. 2x4 @24" OC Comp Shingle
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WNTAINm SHALL NOT BE UgD FOR 1HE ���1� r }
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NOR SHALL IT BE WSCLOSEO IN NHIXE OR IN Com Mount Type C 20 INTERVALE RD 6.375 KW PV ARRAY ���
PMT TO O7HERS WTSIDE 7HE REpPIENYS
ORGANIUTON,IXCEPT IN CONNEC710N N17H u�� SALEM, MA 01970
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STRUCTURAL VIEWS / / c��-�-pnc��-2�9� •�.����,.�
UPLIFT CALCULATIONS
SEE SEPARATE PACKET FOR STRUCTURAL CALCULATIONS.
CINiFl�ENTIAL— 1HE MFORNAlION HER�N JOB NUNChIt ���� � DESCIAPIION: OE9Qt
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BENEFIT OF ANYONE EXCEPT SOLARGtt INC., NOUNTING SY51EY: � �•.,�
NOR SHNLI IT� DISCLOSEU IN NHOLE qt IN Com Mount T e C 20 INTERVALE RD 6.375 KW PV ARRAY � h�
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� GROUND SPECS MAIN PANEI SPECS GENERAL NOTES INVERTER SPECS MODULE SPECS LICENSE
BOND (N) �8 GEC TO TWO (N) GROUND Panel Number.8ryant Inv 1: DC Ungrounded INV 1 —(1)SOLAREDGE pSE6000A-USOOO�JRy LABEL, A -(25)CANADIAN SOLAR /� CS6P-255PX � GEN �168572
ODS ATPANEL WITH IRREVERSIBLE CRIMP Meter Number.�3 884 328 Inverter; 60QOW, 240V, 97.5R; w/Unifed Disca and ZB,RGM,AFCI PV Module; 255W; 234.3W PTC, Bluck 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 IDENIIFlER
E 200A MAIN SERVICE PANEL
E 200A/2P MAIN CIRCUIT BREAKER � If1V21tel' 1 SolarCity
(E).WIRING _ CUTLER-HAMMER � a A i
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• ELEC1F20DE MAY NOT BE REQUIRED DEPENDING ON LOCAiION OF (E) ELECTRODE
OIqF((� 1 AWG/8, 7HWN-2, 61ark 1 AWC/10, 7HNN-2, Blad Voc* =500 VDC Isc =15 ADC (2)AWG BIO, PV YARE, Bixk Vx* =500 VDC Isc =15 ADC
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.. .. .��l(1)AWG QIO. 7HNN-2. White NEU7RA� Vmp =240 VAC ImP-25 AAC . . . . .�L(1 AWG /10� 7HNN-2. Green.. ECC. . . . . ..»
. . . . ... .. . .. .. .. . . . . . .. .. . . ... . . .. . . . . . .. . .. . . . . .. . . ..
. . . . .. . ... .. .
(1�AWG/&,711,WN-2, treen , , EGC/GEC-{1)ConEuit,Kil; 3/4'EAIT , , , , ,, . . [�(1 AWG /10, 7HPM-2, Blark Vo< =500 VDC. Uc =15 ADC �T(2}qB'6 e10, PV M1RE, Block Voc* =500 VDC Isc =15 ADC�
O�F(1)AWG/1D, 7HYM-2, Red Vmp =3,50 VDC Imp=9.35 ADC Olo�(1)pWG (6, Sdid Bare CopDer EGC Vmp =350 VDC Imp=8.63 ADC
. . . ..t�l(I)AWG/10, iHYM-2..Groen EGC IcTJ
. .. . . .. . . . . .. . .. . . . .. . . . . . . .. .. . . .. . . .. . .. . . . . .. . ... .. . . .. . . . . . . .. . . . . . . . . . . . .. . .. .. . . . . . . . . .�. .. ... . .. . .
CONFlDEN7IRL- IHE MFq2MATI0N HEREIN JAB NIII�FR: 7REIOSE OMNEk DLSptlV110k OmQ7:
CONTAINm 311RLL NOT BE U4D FOR 7HE J B-019 6 59 00 ��,�_, ,
GIRARD, MICHELLE GIRARD RESIDENCE Justin Martin -- �SolarGty.
BQ!lEF71T OF ANYONE IXCEPT SOIARptt INC., YOUNIING S1S7EN: �•.,� !
' Pn°Rairo`�oni�s W75DE�ME R qPIQlY�SIN Comp Mount Type C 20 INTERVALE RD 6,375 KW PV ARRAY h� '
IXtCANIZAPON, IXCEPT IN CONNEC➢ON WI7H y� � SALEM, MA 01970 14 SL MmtN Driw,BuOd'mg 1, IIMI fl
7HE SQE AND USE OF 7HE RESPEC7I�E (25) CANADIAN SOLAR # CS6P-255PX
SOLARqTY EWIPAffNT. N71HWT 7HE NRITIfN ��� PACE NP1AE " ��: �' DAh T: (850)838-028�i:A 6)878-1029
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DO NOT TOUCH TERMINALS THE DC CONDUCTORS OF THIS
.�- � . • TERMINALS ON BOTH LINEAND� PHOTOVOLTAIC SYSTEMARE � = �
PHOTOVOLTAIC DC � LOAD SIDES MAY BE ENFRGIZED UNGROUNDEDAND
�� W THE OPEN POSITION A4AY BE ENERGIZED �� � �
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POINT CURRENT Qmp)_a INVERTER OUTPUT
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ELECTRICAL SHOCK HAZARD �,� BOTH THE LWE AND LOAD SIDE
DO NOT TOUCH TERMINALS NIHY BE ENERGIZED IN THE OPEN
TERIVIINALS ON BOTH�WE AN� POSITION. FOR SERVICE
LOHD SIDES N1AY BE ENERGIZED DEENERGIZE BOTH SOURCE
, W THE OPEN POSITION AND N1HIN BREAKER.
DC VOLTAGE IS PV POWER SOURCE
AL\NAYS PRESENT WHEN A�IAXINIUM AC
SOLAR NIODULES ARE OPERATING CURRENT _ A
EXPOSED TO SUNLIGHT �IAXIfNUM AC
OPERATWG VOLTAGE _ �
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SolarCity SleekMountT"" - Comp SolarCity SleekMountT"" - Comp
The SolarCity SleekMount hardware soWtion •Utilizes Zep Solar hardware and UL 17031isted � ��•,;— -` - Installation Instructions �
- is optimized to achieve superior strength and Zep CompatibleT^^modules . - �� � �
� , aesthetics while minimizing roof disruption and � ``p � � � Q Drill Pibt Hole of Proper Diameter for
labor.The elimination of visible rail ends and � •Interlock and grounding devices in system UL . A - Fastener Size Per NDS Section 1.1.32
listed to UL 2703 ' �
. mounting clamps,combined with the addition � � j �` SM�,,. , � 02 Seal pilot hole with roofing sealant
� of array trim and a lower profile all contribute •Interlock and Ground Zep ETL listed to UL 1703 -
to a more visually appealing system.SleekMount .as"Grounding and Bonding System" � '� 3O 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 � � _ O4 Place Comp Mount centered -
-Zep Solar standoffs,effectively eliminating the � � � � '� �T- '
� � need for rail and reducing the number of •Painted galvanized waterproof flashing ' ` upon flashing
standoffs required. In addition, composition .Anodized components for corrosion resistance � - QS Install lag pursuant to NDS Section 11.1.3 �
shingles are not required to be cut for this ��.g with sealing washer.
system, allowing for minimal roof disturbance. •Applicable for vent spanning functions ��"' � � �
Os Secure Leveling Foot to the Comp Mount
� � "` using machine Screw � � -
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a,,. . STC CS6P�235P CSfiP-400P CS6P-245P CS6P-250PXCSBP-255P% TemperatureCharecteristics
NominalMaximumPower(Pmax) 235W 440W 405W 250W 255W
OptimumOperalingVollage(Vmp) 29.8V 299V 30.OV 30.1V J01V Pmax -0.43%TC
� � OptimumOOeratingCu«entpmp) ].9DA� 8.03A B.1iA 0.30N Bd3A Tempera[ureCoeRicient Voc A.3<%/°C
OpenCircullVOltage�Voc) 3fi9V 3].OV 3].1V J92V 3).4V Isc 0.065%PC �
' : � . , � S�ortCircuitCurrent�lsc) 8.46A 8.59F 8]9F B.BIA 9.00h NormalOperatingCellTemparaWre qgtp�
MOGuleEffciency 14.61% 14.91% 15.Y3% 15.54% 15.BSN
OperalingTemperature -40°C-*85'C Performance at Low Irradiance
. � � Maximum5ystem Voltage 1000V IEC /600V UL Industry leading pertormance at low irtadiation
Mazimum5eriesFuseRating i5A environment,+95.5%modulee(ficiencyfroman
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typesofmountingsystems,offerscustomerstheadded NominalMaximumPower(Pmax� now now naw iaiw iasw
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appearance,autogroundingandtheftresistance. optimumoperatingCurrent(Imp) s2]q 638A 6.a9A 6.6oN s]iF I� _ III I
OpenQrcuitVOl�ega�Voc) 33.9V 30.OV 30.N 3d2V 34AV II I�
The black-framed CS6P-PX is a robust60 cell solar module sno��c�.����ic�..em�i:�� s.esn fi.96A ].OBA ]d9A P29A
incorporetingthegroundbreakingZepcompatiblefreme. u�ae,rvo,maiova�a����ecenramve�a���e,i,�aaia��0oreaowimC>oe=���mAmis.,mmam�<mpa,awam�,
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system.The module uses high efliciency poly-crystalline CellType Poly-crystalline 158x�ssmm,2 o.a eu:ea.: �
KeyFeatures siliconcellslaminatedwithawhitebacksheetandtremed cenn��a�yemem so(s.�o) �I I I
withblackanodizedaluminum.Theblack-framedCS6P-PX ❑�me���oo: 1638x9BTx00mm(fi6.5x38.]x1.5]in) II �T II
• Quickandeasytoinslall - dramalicalty istheperfectchoice(orcustomerswhoarelookingforahigh wa�ym zaskelas.zms� _I �_ IIIII LLI '
reducesinstallationtime qualityaestheticmodulewithlowestsystemcost. F�omco.e. �� 3.zmmrempe.aayia:: II I�I III
Frame Material qnotlized aluminium alloy
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MCa or xtCa Compareble
• Aestheticseamlessappearance - lowprofile • ELscreeningtoeliminaleproductdefects I
with auto leveling and alignment • Current binning to improve system performance Slantlartl Packaging�Modulespe�PalleQ pqP�s e
• Accrediled5altmistresislant ModulePiecespercontainer(aorLcontainer) 612v�s(4o'H�) �
• Built-in hypervbonded grounding system - i(ifs ��- .
mounted,iCs grounded �-V C.UfVBS (CS6P-255PX) I
Best Warranty Insurance ,a , - i
• Theftresistanthardware • 25yearsworldwidecoverage � + � � � � � �4 �i � '�.
� � • 100%warranty term coverage ' �+ � � sa�uo�n-n �
• Ulha-low parts count - 3 parts for lhe mounting • providing third party bankruptcy righis � � ' I � ° 1 � 350 �
. and grounding system • Non-cancellable i3-` i '' i
• Immediate coverage C i{� � �
• Intlustryfirstcomprehensivewarrantyinsuranceby ,� - d '� I -
AM Best reted leading insurence companies in the • Insured by 3 world top insurance companies I �� I „ i
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Comprehensive Certificates —� _ ' —�s: 'o i
• Industryleadingplusonlypowertolerance:0-+5W � � —4b�" ��, —�>� �� � �
• IEC 61215,IEC 61730, IEC61701 ED2,UL7703, �i i — I —e'°� � ��5� �1��
• Backward compatibility with all standard rooftop and CEC Listed,CE and MCS I �. - � �� �. u �-�� ° , � �,-,.,' �I �
ground mounting systems • IS09001:2008:�uality Management System - ' . . °"� . .. � "�"^""'4 �
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management syslem Canatlian Solar Ine. is one o/the worltl's largesl solar Canatlian Solar was foundad in Canatla in 2001 and was
�9�# qtltle • �C080000HSPM:TheCertiticationtor - companias. ns a leatling vertieally-integrated successfully listetl on NASDA� Ezehange (symEol: CSI�) in
tlVa�UeF�om HazardousSubstancesRe ula�ions� manufacturerofingots,wafers,calls,solarmotlulesantl November 3008. Canadlan Solar has module manufacturing .
sox ,. . .µ.. Warranty 9 solar systems, Canatlian Solar delivers solar power capacityof2.05GWanticellmanufaeturingcapaeityot7.3GW.
• OHSAS18001:20071nternationalstantlardsfor . protlucts ot uneompromising quality to woritlwitle
eax � - occupational heal�h and safety customers. Canatlian Solar's world elass team o( I
- �x s Y m � �s � va zs • REACHCompliance professionals works closely with our customers to
� . provitlelhemwithsolutionsforallth¢irsolarneetls. _
• 10 year productwarranty on materials and workmanship O�:,,�,1 $py�E C` ����e;,`�`
•25 year linear power output warranty �
www.canadiansolar.com
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so la r�� Single Phase Inverters to� No�cn ame��ca
solar � � �' • • • ! SE3000A-US/SE3800A-US/SE5000A-US/SE6000A-US/
SE7600A-US/S E10000A-US/SE71400A-US
SE3000A-US SE3800A-US SESOOOA-US SEfi000A-US SEJ600A-US SE10000A-US SE11400A-US .
OUTPUT
SolarEdge Single Phase Inverters � NominalACPowerOutpu[ 30D0 3800 5000 fi000 �fi00 10000@24pV 11000 VA
, 5400 @ 208V 10800 @ 208V
For North America MaxACPowerOu[pu[ 3300 0150 5450@240V 6000 8350 10950@240V 12000 VA
AC Output Voltage Min:Nom:MaK' � � .
SE3000A-US/SE3800A-US/SE5000A-US/SE6000A-US/ 38' Z08 229Vac
ACOutputVol[ageMin-Nom:Maxt � � � � � � � �
SE7600A-US/SE10000A-US/SE11400A-US zii-zao-zeova�
. AC Frepuency Min.-Nom.-Max.' S93-60-60.5(with HI mun[ry seMng 5]-60-60.5) Hz
Max.ContlnvousOu[pu[Nrrent 12.5 I 16 I 21@MOV I ZS I 3Z I 92@200V ( 4J'S Q
� �-�����r GF01 1 A
� i�� Unliry Mon mring,Islanding � '
� Pmte[tlon,Coun[ry Configu261e Yes
�' va fe Thresholds
, � 12 8 yJ � ,J NeP mmended Max �C Power" 3�50 4J50 6250 ]500 9500 12400 1425D W �
-,c Y�2tfa�ty ��,# (STC) � .
Tranzformer leu,Ungrounded Yes
� ^s..°J�ano�� . . . . . . .
,.��� Max.Inpuf Vol[age 500 Vdc
Nom.DC InOut Voltage � 325 @ 208V/350 @ 2VOV Vdc .
t� � � Max.Input Cwrent^' 9.5 I 13 I I5.5 @ 240V I 16 23 I 305 @224 V I 34.5 Adc
�� Max InputShortCrwlKurrent 30 45 Ndc , " .
Y Reverse Polar N Protectlon Yes
� � Ground FaW[Isolafion De[ec[ion 600ku5ensinviry
Max mum Inverter Effic ency 9]J 982 98.3 98.3 98 98 98 � %
9).5 @ 208V W @ 208V
p CEC Weigh[ed E(ficienry 9].5. 98 98 @ MOV 9].5 9].5 W.5 @ 290V 9].5 %
�� ��: :� �8, Ni6httimePowerConsumPlion <2.5 <9 W ' .
� � ADDITIONALFEATURES � � � � �
i ! Supported Communication In[ertaces RS495,It5232,Ethemep ZigBee(opHonal)
E'� ��+' ..� }. � Revenue Gratle Da[a,AN51 C12.1 Optlonal �
S .�� ' �, p . . . . .
3 . STANDARD COMPLIANCE
+ .�� '� � . Safety . ULll41,UL1699B,UL1998,GSA222
� y Gritl Conneclion 5[andards IEEE154]
� y � Emissions FCCpartl5dau0 �
� � ' INSTALLATION SPECIFICATIONS
� � x ACoutpotmnduitsize/AWGrange 3/4"minimum/29-6AWG � 3/4 mnmum/88AWG
� "�'� I �. Dfinputrondui[size/ttofshings/
� � .� „ . AWGrange 3/4"minimum/1-2s[rings/24-6AWG 3/4"minim /1-2strings/14-6AWG
ry� �,� DimensionswiffiAUDCSafety 30.Sx125x)/ 30.Sx125x].5/ 30.Sx12.5x10.5/]]Sx315z260 in/
Q�,_,_., , ._. .♦ " Swihh�HxWxD� ]]Sx315v1]2 l]Sx315x191 mm
........ � ...... .. Weighlwi[hAC/DCSafe[y5wihh 512/23.2 54J/24J 88.9/40.1 Ib/kg
Cooling Namral Convettion Fans(usei replaceable�
The best choice for SolarEd e enabled s stems NO1Se <z5 <so aaa ;
g Y Min:Max.OperaSngTemperature -13toa390/45roa60�fANversion'"'"-00[oa60) 'F/'C .
� Integrated arc fault protection(Type 1)for NEC 2011 690.11 mmpliance . Range .
— Superior efficiency(98%) P�o�ecno�xanng Henna aa ,
'Fo�otAer�<glanalseNpspleasemn�aRbhrEtlgesupport.
— Small,lightweightandeasytoinstallonprovidedbracket ��m��am.ssxm.m�o,�.n.,.m.,�an,.reae.n��en�emceae�,...e��rrixs�c��a�oiaswm,m�m�,.n.re����.mm.�ryss�c.
� ro,a.�e.e mro�mano�,rerer ro
� — Built-inmodule-levelmonitoring - nmgn�,a„�m.o�rt�m�ne�..a;me�m�rc�,.�nnm�nnmo�<<�„��uom�.aw..me.e.
Y •"UN V/Hs are ellglble lor�M1e Onbno Fli an0 mlcmFrt Imla'raFli eac SF11C Wp�VSCArv�.
j — InternetconnectionthroughEthernetorWireless I
1 — Outdoor and indoor installation . � � '� '� � � '� �'� �� + ��� � � ��� ��' + � �
� � Fixed voltage inverter,DC/AC conversion only �
— Pre-assembled AC/DC Safery Switch for faster installation � �
- � Optional—revenuegradedata,AN51C121 � � �s�� .
- � — _ �
USA-GERMANY-ITALV-FRANCE-IHPAN-CHINA-AUSTRALIA-THENETHERLANDS-ISRAEL wwwsolaredge.us � '
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