18 SAUNDERS ST - BPA 15-74 ,
, . � � �' 3� �P �12 �
�, The Commonwealth of Massachusetts
. � Board of Building Regulations and Standards CITY OF
Massachusetts State Building Code, 780 CMR SALEM
Revised Mar 2011
y.._ Building Permit Application To Construct,Repair, Renovate Or Demolish a ,�, �
—1 One-ar Two-Family Dwelling ,�„ �
� This Section For Official Use Only �— n- �
5 Building Permit Number: Date pplied: ' '"� o� _
N �—
� Building Official(Print Name) �gnature �`�J /a � �te �ay.��
� SECTION 1:SITE INFORMATION 4d <
� 1.1 Proper[y Address: 1.2 Assessors Map& Parcel Numbers w m
� 18 Saunders ST 36 5 9 '� �'
].l a Is this an accepted street?yes no Map Number Parcel Number
� 1.3 Zoning Informa[ion: 1.4 Property Dimensions:
RESIDENTIAL
Zoning Dis[rict Proposed Use � Lot Area(sq ft) Prontage(ft)
1.5 Building Setbacks(ft)
Front Yard Side Yards Rear Yard �
Required Provided Required Provided Required Provided
1.6 Water Supply:(M.G.L c.4Q§54) 1.7 Flood Zone Information: 1.8 Sewage Disposal System:
Public❑ Private❑ Zone: _ Outside Flood Zone? � Municipal O On site disposal sys[em ❑
Check if yesO
SECTION 2: PROPERTY OWNERSHIP�
2.1 Owner of Record: .
Sumathi Aphuluri SALEM, MA 01970
Name(Print) City,State,ZIP
18 Saunders ST 978-594-0000 ��(i e�'fGt,Vl�l;i"(�(:c�����" l ��"�
No.and Street 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 ❑ Specify:so�na vv
Brief DesCnptlon oPPfoposed Work�:INSTALL 27 SOLAR ELECTRIC PANELS @6.885kW DC ON ROOF OF EXISTING HOME
TO BE INTERCONNECTED WITH HOMES ELECTRICAL SYSTEM.
SECTION 4: ESTIMATED CONSTRUCTION COSTS -
Item Estimated Costs: Official Ose Ottly
Labor and Materials
1.Building $5,000.00 . �� Building Permit Fee:$ Indicate how fee is determined:
❑Standard City/Town Application Fee
2.Electrical $12,000.00 ❑Total Project Cost�(Item�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 ProjeM Cost: $ �7�000.00 ❑paid in Full ❑Outstanding Balance Due:
M�-,�, � JZa � � s
I�
SECTION 5: CONSTRUCTION SERVICES
5.1 Construction Supervisor License(CSL) �
i W 663 8129/2017
SOLARCITY CORP./CRAIG ELLS Liccnsc Number Expiration Date
Namc of CSL Holder , �
� List CSL 7'ype(see below) �
24 ST MARTIN DRIVE BLD 2 UNIT 11
No.and SVeet Type Description
MARL80ROUGH,MA 01752 U Unrestricted(Buildin s u to 35,000 cu ft.
R Restricted I&2 Pamil Dwellin
CiTy/Towq S[atc,ZIP M Masonry
� RC Roofin Coverin
WS WindowandSidin
SF Solid Fuel Burning Appliances
978-875-0698 CELLS@SOLARCITY.COM 1 Insu�atlOn
� Tele hone Email address D Demolition
5.2 Registered Home Improvement Contractor(HIC) �
1685�2 3/8/2015
SOLARCITY CORP. HIC Registration Number Expiration 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 �
Ci /Town,State,ZIP Tele hone
SECTION 6:WORKERS'COMPENSATION INSURANCE AFFIDAVIT(M.G.L.c. 152.§ 25C(6)) I
Workers Compensa[ion Insurance affidavit must be completed and submitted with this application. Failure to provide �
[his 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
OWNER'S AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT
I,as Owner of the subject proper[y,hereby authorize soiarcnyi F}$}-1���
to act on my behalf,in all matters relative to work authorized by this building permi[application.
*See ContracUOwner Authorization v2oi2o�s
Print Owner's Name(8lectronic Signature) Date
SECTION 7b: 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 ac urate to the best of my knowledge and understa.nding.
_t���1-�;r1 (�lnnca vzoizo�s
Priht�Owner's oc Authorized Ag nt s Name(Electronic Signature) Date
NOTES:
l. An Owner who ob[ains a building permit to do his/her own work,or an owner who hires an unregistered contractor
(not registered in the Home Improvement Contractor(ffiC)Program),will not have access to the azbitration
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 Information on the Construction Supervisor License can be found at www.mass.t!ov/dRs
2. When substantial work is planned,provide the information below:
Total floor area(sq.ft.) (ineluding 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/baths
Type of heating system Number of decks/porches
Type of cooling system Enclosed Open
3. "Total Project Square Footage"may be substitu[ed for"Total Project CosP'
�
.
� '
,< CITY OF S��1L.E:tii, ��I.�SS.�ICHL'SETTS
• Bcu.��c Depixr��.��r
` 130 WASHINGTON STREET,3'O FLOOR
�� 'I� (97�745-9595
FnX(978)7�9846
KI�(gERL�Y DRISCOLL
i�.�YOR �I}[odtAS ST.P�RR6
DIRECT00.OF Pl:Bi[C PROPER7Y/Bl'IIDIhG CO\L\fI55lO�iE&
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 resulfing fmm
this work shall be disposed of in a properly licensed wuste disposal facility as defined by MGL c
l 11, S 150A.
The debris will be transpoRed by:
SolarCity
(name of h¢uler)
The debris will be disposed of in :
SolarCity Wilmington
(name of facility) I
800 Research Dr. Wilmington Ma
(address of facility) �,
�
. � signature o permit applicant �
� 1/20/2015
J2lC
JcbriwlLJce
�'
� T/ie Commo�twertllh ojMassnchuselts
Deparlment ojlnrlustrinlAccidenfs
O�ce of Investigations
1 Congress Street,Saite 100
� Boston,MA 02114-2017
www mass.gov/dia
Workers'Compensation Insurance Aftidavit: Builders/Contractors/Electricians/Plumbern
Annlicant Information Please Print Leeiblv
NalTle(Business/Organization/Individual): S�LI�IRC�N C.ORP
Address:3055 CLEARVIEW WAY
Cil /StateJZi :SAN MATEO,CA 94402 Phone#:8B8'765-2489
Are you an employer?Check the appropriate box: Type of project(required):
I.� 1 am a employer with SODO 4. � I am a general contractor and 1 6. ❑New construction
employees(full and/or part-time).' have hired the sub-contractors
2.❑ t am a sole proprietor or partner- lis[ed on the attached sheel. 7. ❑ Remodeling
ship and have no employees These sub-contractors have g. � Demolition
working for me in any capaciry. employees and havc workcrs' 9 � guilding addition
(No workere' comp. insurance comp. insurance?
required.] 5. � We are a corporation and its �0.� Electrical repairs or additions
3.❑ 1 am a homcowner doing all work oflicers have exercised their ��.� p�iunbing repairs or additions
myself. [No workers' comp. right of ezemption per MGL 12 Q Roof repairs
insurance required.]t c. 152,§1(4),and we have no SOLAR/PV
employees. [No workers' �3.�Other
comp. insurance required.]
"Any appliCenl lhel chcel:s box k I musl also fill oirt the section below�showing Iheir Worl:efs'compensation policy infarmetion.
t Flomeowncrs wlw submil this affidavit indiraGnglhey nrc doing all work and lhen hire outside wntrnctors musl submit a new amdevit indiceti�such.
tConlrecWrs thet chccl lhis box must atlached an additional shcet showing thc neme of thc subKontraclors end stele whelher or not tM1ose emities have
employas. Iflhe sub-canhactors have employces,thcy must provide their wmkers'wmp.policy number.
/nm an employer Ural!s provlAleg workers'con�pensallo�i lnsurnxce jor my employees. Below is tlre policy aud Job slre
lnjorma�Ton.
Insurance Company Name:LIBERIY MUTUAL INSURANCE COMPANY _
Policy#or Self-ins. Lic. t{:WA7-66D-066265-024 Expiration Date:09/01I2075
lob Site Address:��S �Q�,l-�/��ii�-V J /�l City/State/Zip:��ll�.�, v �rr�-! 7'�
Attach a copy of the workers'compensalion policy decleratton page(showing fhe policy number and expiration date).
' Failure to secure coverage as reqaired 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 imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a fine
of up to$250.00 a day ageinst the violator. Be advised that a copy of this stetement may be forwarded to the Office of
Invu[igations of the DIA for insurance coverage verification.
/do hereby cerNJy mnler Ihe pnlns nnd penaltles ojperJrrry Maf IHe!n/'mntrtllon provided above Is true and correcG
n
Signa(Ure: � --- �.������E��-Dalc;. _�-�=..�� —
Phone 1!:
O,/)7c1a1 use oxly. Do no1 wrlfe in Ihis area,lo be coreplefetl by city or mwn o,/)7claL
Cily or Town• PermiGLicense k
Issuing Authority(circle one):
1.Board of Health 2.Buitding DepaHment 3.City/Pown Clerk 4.Electrical Inspector 5.Plumbing Inspector
6.Other
Contact Person• PAone#:
A�� CERTIFICATE OF LIABILITY INSURANCE °o�"�°""""'
THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS
CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATNELY AMEND, EXTEND OR ALTER THE COVERAGE AfFOROED BY THE POLICIES
BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(3�, AUTHORIZED
� REPRE3ENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLOER.
IMPORTANT: If the eerdfleate holder is an ADDITIONAL INSURED,the policy(fes)must be endorsed. If SUBROGATION IS WAIVED,subjeet to
the lertns and conditlons o(the policy,cerfain policies may requlre an antlo�sement. A statemerrt on this eerNfiwte does not conter righis to the
certificate holder In ileu of sueh entlorsemen s .
YRODUGER CONTACT
MARSHRISK8INSURANCESERVICES N�E� -- FA%
PXONE pti No�;_,_
J45 CALIFORNIA STREET,SUITE 1300 .19/S,.tl_p.�nP
- CAUFORNIA UCENSE N0.0437157 � E'���
SANFRANCISCO,CA 94107 nooaess� . .._ . --
INSUREIyS1AFFOR0INOCOVERAOE _ NAIC■
998301-STND�GAWUE-14•75 INSURERA:V�mMUW21F1lQIM1SYf311t0�Cqllp2�{' 16586
INSURED � IN6URER B:���e�IOSItt211t8 COIpIXat100 QZda1
Ph(6501963-5100 — . _' "
SoImGryCapora6m �xSUrsEac:wA . ' _ wA '
3055 C�e21V�¢W Way IN9URER D:
SanMateo,CA 91402 -- � �
�N511RERE: . _
INSURER F:
COVERAGES CERTIFICATE NUMBER: SEA-002440%902 REVISION NUMBER:4
THIS IS TO CERTIFV THAT THE POLICIES OF INSURANCE LISTED BEIOW HAVE BEEN ISSUED TO THE INSUREO NAME�ABOVE FOR THE POLICY PERIOD
. INOICATED. NO7WITHSTANDING ANY RE�UIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT 1MTH RESPECT TO WHICH THIS
� CERTIfICATE MAV BE ISSUE� OR MAV PER7AIN, THE INSURANCE AFFOROED BV THE POLICIES DESCRIBED HEREIN IS SUBJECT TO AlL iHE TERMS.
EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAV HAVE BEEN REDUCED BY PAID CWMS.
��Tp TYPEOFINSURANCE pODL UBR ppUCYNUMBER IAMNOY�F PM�IDUIYYYY Utl�
A GENERALLUIBRITY T82-661-066265U74 0910112014 osroinms EACHOCCURRENCE S �•��'�
�x UAMA TO RENTEU 100.@10
COMMERCWLGENERAlL1ABILITY P EMI E Eaoccune�rce 5.___
�CIAIMS�lAOE n OCCUN MFDEXP Arryoropor..onl S 10,�
PERSONAlBADVINJURY E �'��'�
GENERALAGGREGAIE S Z'��'�
GEMLAGGREGATELIMITAPPLIESPER' PROOUCTS�COMP/OPFGG 5 2.0OO,OIX1
x aouCv % �o. Loc DeAucti6le 5 25,000
A AUTOMOBILELIABILIIY A$2�1-0fi6T6�044 IXJ��12�14 �1�2��$ COM8INEDSINGIELIbtIT ���
Ea eedtlonl_,. §
x ANYPUTO 8001LYINJURY(P¢�panon� S !
ALL ONMEO SCHEOULEO BOOILY INJURY�PeremiCaM) S
X AUTOS X NONONMED PROPERlYDAMAGE $
HIREDAUTOS . A�JTOS �PG��mI
% Phys.Damape COMPICOLLDED: 4 $1,000/51,000
UMBRELLALIAB ����y EACHOCCURRENCE i,
Ef(CESSIJqB CIAIMS�MHOE AGGREGA7E E
DED RETENTION$ s
g WOftKErt6COMPENBnTroN WA7�66�-066165024 09101I2074 09Po7201$ wCSTATU- OTH�
ANO EMPLOYERS'UABILITY � .ORYLItdL _ER —_
B qNYPROPRIETORIPARTNERIEXECUTIVE y�N WC��{GI-0SGYB$-OJA(WI) OBN7/2010 OJN7ROIS EL EACHACCIDEM S �'�'��
B OFFICEwwtEMeERExcwoem ❑N N�A ryyCDEDUCTIBLE:S350,000' � �.��•�
� �Menmmry in Nx� El.DISEASE�EA EMPLOYEE S
� nyes aesaioe w�aer — . --1.00O.00D
OESCRIPTION OF OPERATIONS Eelow E L DISEASE�POLICY LIMR f
UESCPIPTIONOFOPERATIONSILOCAAON61VENIGLE6 �AHee�ACORO101,AOAiUmtlRemerY�SeMtlWa,i/morespaealsreqWnO)
Euidenceallnwrance.
CERTIFICATE HOLDER CANCELLATION
SolarCity Capaalian SMOULD ANY OF THE ABOVE OESLRIBEO POLICIES BE CANCELLED BEFORE
3055CIearviewWay THE E%PIRATION DATE �THEREOF, NOTICE WILL BE DELIVERED IN
San Maleo.CA 94402 ACCORDANCE WRN THE POUCY PROVISIONS.
' AUTNOR¢ED REPRESEMAIiVE
ol Maesh Rish S Imurence Servicea �
ChaAesMarmolejo C�l��`--�
O 1888-2010 ACORD CORPORATION. Ali righls reserved.
ACORD 25(201N05� The ACORD name and logo are registered marks of ACORD
DocuSign Envelope ID:106FED95-9BDA-03F3-BCDB-6C9E43630350 �
I
'�;;SOIa�CIt�/ MyPower
. �
Homeowner Sumathi Aphuluri Date Issued 10/29/2014
Address 18 Saunders St Installation Location 18 Saunders St
Salem, MA 01970 Salem, MA 01970
Our estimates show that you can own your solar power system from day one and save on your electricity bill.
Equivalent rate per kWh �
$0 16 . 14 ¢ 10 . 13 ¢
Loan Down Payment Before rate reduction payment After rate reduction payment ,
Our Promises to You
System Warranty: We repair the system at no additional cost.
Free monitoring: We provide 24l7 web-enabled monitoring at no additional cost.
Rooftop warranty:We warrant your roof against leaks.
Production Guarantee: Your system will produce as much electricity as we promise or we'll pay you:
Fixed rate average: The rate you pay us will never increase by more than 2.9% per yeac'
No prepayment penalty: You can prepay your loan at any time with no penalty or fee.'
Estimated System Size 7.500 kW
Estimated First Year Production 9,076 kWh �
Your SolarCity MyPower Agreement
Tota� system $41 250 APRZ 4.5 %
Cost �
REC Value -$$,250 Term 30 Years
Utility Rebate _$1 250 Federal Tau - $12,375
Value � Credit' 30%of total system cost
kwn Rate $12,375
Loan Amount $31,750 Reduction
Payment Due June 1 st the year after installation
1 These features are provided through a loan by SolarCity Finance Company, LLC
z This rate includes a 0.5%discount for using auto-pay from your checking account.
3 To realize the benefit of the federal tax credit, customer must have federal income tax liability that is at least equal to the
value of the tax credit.
SolarCity Corporalion MA HIC 1665721EL-1136MR.The MyPower loan is being provided by SolarCity Finance Company LLC
362898 � �
� k
❑ L
�
DocuSign Envelope ID: 106FED95-9BDA-43F3-BCD8-6C9E43630350
7. ADDITIONAL RIGHTS TO CANCEL. IN ADDITION TO ANY RIGHTS YOU MAY HAVE TO CANCEL THIS
AGREEMENT UNDER SECTION 8 BELOW AND UNDER SECTION 1 OF THE GENERAL TERMS AND
CONDITIONS, YOU MAY CANCEL THIS AGREEMENT, INCLUDING ANY SUBSEQUENT AMENDMENT, AT NO
COST AT ANY TIME PRIOR TO COMMENCEMENT OF CONSTRUCTION ON YOUR HOME.
8. NOTICE OF RIGHT TO CANCEL. YOU MAY CANCEL THIS AGREEMENT AT ANY TIME PRIOR TO MIDNIGHT OF
THE THIRD BUSINESS DAY AFTER THE DATE YOU SIGN THIS AGREEMENT. SEE THE ATTACHED NOTICE OF
CANCELLATION FORM ATTACHED AS EXHIBIT 1 FOR AN EXPLANATION OF THIS RIGHT.
Customer's N m Su athi Aphuluri
���e�:
Signature: ��'�r��
_i9F'EB5FR59BN8B..
Date: 11/3/2014 �
Customer's Name:
Signature:
Date:
=-=;';SolarCity.
;
Solar Home Improvement Agreement
SOLARCITY APPROVED
Signature: '
LYNDON RIYE,CEO �
Solar Home Impravement Agreement
��SalarCitg
Date: 10/29/2014
� Solar Home Impmvement Agreement MyPower Solar Plan,Version 3.1.2,Octoher 15th,2014
Copyright OO 2008-2014 SolarCity Corporation.All Rights Reserved ���
362898 �}�
�
L
'�\��a
Version#39.5
�;;;SolarCity �
�,SH Of�
3055 Glearview Way, San Mateo, CA 94402 �'� Y00 JIN !r_
(888)-SOL-CITV (7652489) �wwwsolarcity_com . � K �r�
November 5, 2014 - � � �
No.4
Projectpob#019689 �
RE: CERTIFICATION LETTER .
u
Projxt: Aphuluri Residence �
�e saunders st Digitally ' ned y Yoo Jin Kim
Salem, MA 01970 Date: 2014.11.05 14:30:1�9 -08'00'
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 1
-MP1A: Roof DL= 13.5 psf, Roof LL/SL= 25.2 psf(Non-PV Areas), Roof LL/SL= 15.6 psf(PV Areas)
- MP16: Roof DL= 8.5 psf, Roof LL/SL= 25.2 psf(Non-PV Areas), Roof LL/SL= 15.6 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 componentr of the structural 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 certiry 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, Bth Edition.
Please conWct me with any questions or concems regarding this project. I
Sincerely,
Yoo Jin Kim, P.E.
Professional Engineer
Main: 888J65.2489, x5743
email: ykim@solarcity.com
3055 Clearview Way San Mateo,CA 94402 r(650)636-1028�(888)SOI.-CITY F(650)638-1029 solarcity.com
42IiOC W3]>I�C1C:iU18P3101 bOfC01M1,GYFMOp634I]B.00NIC)ilbi<8&OCIi4sl110W88.liiOT-2{AQ MI�HIC IfiqS/'e'MUM41k'.ILNJdP.NJ 13V1'IUfi1GO6Cd
IXi CCIt�80R9X.4M 0?]3n3.1%TpIR 2](106.WA PCL:SbLMC'9�9�F.02��•••3.ASM�r An�i��in.rt.n�vM
11.05.2014
`\`!• SolarCit SleekMountTM PV System Version #39.5
-- :
'►�� � Structural Design Software
' � PRO]ECT INFORMATION�&'TABLE OF CONTENTS �'� —� ����
,
_ . Project Name:. _,.� _Aphuluri Residence,�:-�._. . AHJ: _ _ __Salem, ._�. :_,�
Job Number: 019689 Building Code: MA Res. Code, 8th Edition
�:„ ... ..`�. .,.w...�_. _� .--a �...
�Customer_Name � . _ ,,,,,.,Aphuluri jSumathi,,,;, _._ . Based On: __ IRC 2009/IBC 2009"� "
� Address: � 18 Saunders St ASCE Code: ASCE 7-OS
�'�' City/State:. _"-'�`Salem,�;,,,,�'�MA'-,�,,.,,�, _�Ri'sk Catego_ry:�_ II
Zip Code 01970 Upgrades Req'd? T No � �
Latitude/Longitude: � �42.529462��70.891934,..,e. ._S[amp Req'd?. _Yes � ��
SC Office: Wilmington PV Designer: James Turschmann
Calculetions: � ' � ��K�le Jackson� ` ' EORi� Yoo]in 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 = 031364 < 0.4g and Seismic Design Category(SDC) = B < D
__ .__ ._._.-. ��.._._ .__�,�_.- .. — - -- -
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18 Saunders St, Salem, MA 01970
Ladtude:42.529462, Longitude: -70.891934, Exposure Category: C
, � I
_-.
�L'OAD ITEMIZATION_ MP1A� _ _ ' —` ,_ i _, � —'� T � �
PV S stem Load
PV Module Weight(ps� ,_ 2.5 psf, '��.
.. . . _ . . . ... _ . _ . _.. - "-" -
Hardware Assembl Wei ht '�� � � �� � - � 4 - �0.5 sf�
PV 5 stem Wei ht s 3.0 sf
Roof Dead Load Material Load
Roof Category Destription � MP1A
RooFn9 TYPe. . ._ _ _ ' - �. � � Y ��Comp Roof��� -�- - �� ( 1 Layers).^.� , � 2.5 psf� _ ,
Re-Roof to 1 Layer of Comp? � � No � � �
- - -- - - -... _ . ._ �.... . .4 . ._ � -_ -_.. , -�_ .�_.._.
Underlayment _ . . _ _�_ ,Roofing Paper ,' _ �� ,_ v 0.5 psf �
Plywood Sheathing _ ` Yes 1.5 psf_
Board Sheathing- - - -,_ . _ _ � _ __ . . `"None . � _ .
- ". - - _ r. _� ... � _ .
Rafter Size and Spacing 2 x SO @ 16 in.O.C. 2.9 psf
. � . .� -- - ..�-_ ..�. _ • ._ � - - �- ----._____-. -—..v ._. _,
Vaulted Ceiling � y ' _ - Yes �_ __ W _4.7,psf
Miscellaneous �Miscellaneous Items 1.4 sf
Total Roof Dead Load 13.5 sf MP1A 13.5 sf
Reduced Roof LL Non-PV Areas Value ASCE 7-OS
Roof Live Load Lo 20.0 psf Table 4-1
.. _ .._. --- - - ._ .� -- -.._.- ..-� �.�....,,�... ..----
Member Tributary Area_ � � ! � _ �� A�� � ��'� <Z00 sf�� � �
. _ .. . _. ,. r_. �.-_ . __ .�..��_ ._...-__ .... _�..
Roof Slope 8/12
. _ �,.-..` � . ,...� ,_Y. . . _ _ �._._ _ ..T,� 4- _� ___ - '---'�"
�.._._._...�_ . . .
I TribuWry Area Reduction ,,. . _ Rl �._ , . . 1 . _ n. � a�_ �Section 4.9�
. . .. . .�.._ _. . .�. .� �.._..�. �. .-- --
Sloped Roof Redudion RZ 0.8 SeRion 4.9
-' . ` - - --._ __�-- - _ .._- -: .. _. ., ,..s� �._...�. � _
Reduced Roof Live Load � Lr L,= L9(Rl � RZ �- -"�-�"� -'
. )(. ) �� E uation 4-2
Reduced Roof Live Load Lr 16 sf MP1A 16.0 sf
Reduced Ground/Roof Live/Snow Loads Code
Ground Snow Load py 40.0 psf ASCE Table 7-1 ,
_._ �. ..,_.._. _ ._� ._. ��.�' �. :-- -' -�-- - e.^'�^'�-�� ��..... - ...�..._.�_ �� �_�'^ �-_'_ -
Snow Load Reductions Allowed? Yes � j
---- -- - -�� ____ .______ ...`_._� .._ �� _e _ r,
Effedive Roof Slope � � 34° I
'� - - . —._.._...-��. . ..,=..s.._�._...�..�. �_��
Horiz. Distance from Eve to Ridge� ��,W_,,,,,,,,� 17.1 ft'� __�_� _,. �„ � ..41
� Snow Importance Factor Is � � 1.0 Table 1.5-2
"""'Partially Exposed`�"� �'�"�� �
Snow 6cposure Factor CQ i 1� ` Table 7-2 '
Snow Thermal Factor � � � All structures exceptl s�indicated otherwise i Table 7-3
Minimum Flat Roof Snow Load(w/' '�'�"—"`� "�'"�"�"""""`�'- —""'� !"—
Rain-on-Snow Surcharge) Pt-m�n 28.0 psf �� 7.3.4&710 �
. . _ . . . .. . .�•—_0.7 C -�_ .._I �� > f-min - -- � - E '- - - . -
Flat Roof Snow Load pf Pr- � e)�CJ � )P9; Pf- P q: 73-1
28.0 sf 70%
ASCE Desi n S o e Roo Snow Loa Over Surroun m Roo
Surface Condition of Surrounding CS-pof All Other Surfaces Figure 7-2
Roof 09
Design Roof Snow Load Over ps.,„,�_ (Cs_,„a)pf ASCE Eq: �.4-1
Surroundin Roof PS°O� 25.2 sf 63%
ASCE Desi n S o e Roo Snow Loa Over PV Mo ules
Surface Condition of PV Modules C,.�, Unobstructed�51'��ppery Surfaces Figure 7-2
Design Snow Load Over PV Ps- „_ (C,-P„)Pr ASCE Eq: 7.4-1
Modules P��°" 15.6 sf 39%
COMPANY PROJECT
� WoodWorks�
wmv.xrwawoonnrswN
Nov. 5, 2014 14:56 MP1A.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
SL Snow Full Area Yes 25.20 (16.0) * psf
PVDL Dead Full Area No 3 .00 (16.0) * sf
*Tributary Width (in)
Maximum Reactions (Ibs), Bearing Capacities (Ibs) and Bearing Lengths (in) :
17'-6.8"
0' 1' 14'-2"
Unfactored:
Dead 201 174
Snow 256 221
Factored:
Total 457 395
Bearing:
F'theta 537 - 537
Capacity
Joist 705 � . 403
Supports 586 � 586
Anal/Des
Joist 0.65 0.98
Support 0.78 0.67
Load comb #2 . #4
Length 0.50* . � . 0.50*
Min req'd 0.39** . 0.50*
Cb 1.75 ' 1. 00
Cb min 1.75 1. 00
Cb support 1.25 1.25
Fc su 625 625
"Minimum bearing length setting used: 1/2"for end supports and 1/2"for interior supports
**Minimum bearing length governed by the required width of the supporting member.
MP1A
Lumber-soft, S-P-F, No.1/No.2, 2x10 (1-7/2"x9-1/4")
Supports:All-Timber-soft Beam, D.Fir-L No2
Roof joist spaced at 16.0" c/c; Total length: 17'-6.8"; Pitch: 8/12;
Lateral support:top=full, bottom= at supports; Repetitive factor: applied where permitted (refer to online help);
✓ ,
• COMPANY PROJECT
� WoodWorks�
SOi11Y.VFfOY WOOD WS/LN
Nov. 5, 201414:57 MP1B.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 8.50 (16.0) * psf
SL Snow Full Area Yes 25.20 (16.0) * psf
PVDL Dead Full Area No 3.00 (16.0) * sf
*Tributary Width (in)
Maximum Reactions (Ibs), Bearing Capacities (Ibs) and Bearing Lengths (in) :
��'_5.6„
�, �,_2„ 14,_�,.
Unfactored: �
Dead 141 � 119
Snow 257 217
Factored:
Total 399 � 336
Bearing:
F'theta 537 537
Capacity � �
Joist 705 . . 403
Supports 586 � 586
Anal/Des � .
Joist 0.57 � 0.83
I Support �0.68 0.57
Load comb � #2 . . #4
Length 0.50* p,5p*
Min req'd 0.50* � 0.50*
Cb 1.75 1.00
Cb min 1.75 . 1.00
Cb support 1.25 � 1.25�
Fc su 625 625
`Minimum bearing length setting used: 1/2"for end suppo�ts and 1/2"for interior supports
MP1 B
Lumber-soft, S-P-F, No.1/No.2, 2x10 (1-1/2"x9-1/4")
Supports: All-Timber-soft Beam, D.Fir-L No2
Roof joist spaced at 16.0"c/c; Total length: 17'-5.6"; Pitch: 8/12;
Lateral support: top=full, bottom= at supports; Repetitive factor: applied where permitted (refer to online help);
� WoodWorksO Sizer SOFTWARE FOR WOOD DESIGN . '
MP1 B.wwb WoodWorks�Sizer 10.1 Page 2
Analysis vs. Allowable Stress (psi) and Deflection (in) using Nos zo12 :
Criterion Anal sis Value Design Value Anal sis/Design
Shear. fv = 27 Fv' = 155 fv/Fv' = 0.18
Bending(+) fb = 602 Fb' = 1273 fb/Fb' = 0.47
Bending(-) fb = 20 Fb' = 488 fb/Fb' = 0.04 �
Deflection:
Interior Live 0.22 = L/857 0.78 = L/240 0.28
Total 0.39 = L/472 1.03 = L/180 0.38
Cantil. Live -0.06 = L/269 0.14 = L/120 0.44
Total -0.11 = L/149 0.19 = L/90 0.60
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 1.100 1.00 1.15 1.00 1.00 - 4
� Fb' - 875 1.15 1.00 1.00 0.383 1.100 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 = 282,� V design = 253 lbs
Bending(+) : LC #4 = D+S (pattern: sS) , M = 1073 lbs-ft
� Bending(-) : LC #2 = D+S, M = 35 lbs-ft
Deflection: LC #4 = (live)
LC #4 = (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 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 = 139e06 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 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
govern design.
I
� , WoodWorksO Sizer SOFTWARE FOR WOOD DESIGN
❑ i
MP1A.wwb WoodWorks�Sizer 10.1 Page 2 '
Analysis vs. Allowable Stress (psi) and Deflection (in) using Nos 2012 : I
Criterion Anal sis value Design Value Anal sis/Design
Shear fv = 32 � Fv' = 155 fv/Fv' = 0.21
Bending(+) fb = 724 Fb' = 1273 fb/Fb' = 0.57
Bending(-) fb = 17 Fb' = 480 fb/Fb' = 0.04
Deflection: �
Interior Live 0.24 = L/806 0.79 = L/240 0.30
Total 0.51 = L/371 1.05 = L/180 0.48 ,
Cantil. Live -0.06 = L/253 0.12 = L/120 0.47
� Total -0.12 = L/117 0.16 = L/90 0.77
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 1.100 1.00 1.15 1.00 1.00 - 4
Fb' - 875 1.15 . 1.00 1.00 0.377 1.100 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 = 331, V design = 298 lbs
Bending(+) : LC #4 = D+S (pattern: s5) , M = 1290 lbs-ft
Bending(-) : LC #2 = D+S,. M = 30 lbs-ft
Deflection: 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 = 139e06 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.
I 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.
_ .�a.._. w �_.t___... ._._ _- -- - - � -_-- ___.--.. ' .
LOAD ITEMIZATION -MPi6 � � �_�_____ �,__ _ ;
PV S stem Load
PV Module Weight(ps� 2 5 psf
...-�..a,.,�,,. . ex.r�*�n.�;,,u�r�-�,.�..r..awxs « � ,.�...'° .�.��`�" ^^`r*'� "�"0.5 sf. 'f+�
HardwareAssembl Wei'ht s � �,�.3 ,�..� x.�tz;.2ta �n� .� '^ �r-
PV S stem Wei ht � s ' 3.0 sf
Roof Dead Load Material Load
Roof Category Description MP18
Roofin9�TYPe�a�.'�:� � ��_s�� " �:'�. �.�,'"-���,�b:�, �,;.:��:t. `" °�a.u.Comp Roof��.�:::�;�� �:'� 1 Layers)..w: _�.x2.5 psf�.
Re-Roof to 1 Layer of Comp? No
-,.-_..�-�,�.� � .�. �
Unde�ia ment '���' "�'An"`"��• �"�"�;"`'� Roofin Pa er- �•� `�"� �, ,,�0.5 psf,;,�
Y .*���.� ,.�._ s,.... �a-.w,..::a,..rs�...� t,�..�..� ���..�'r:.:,�. _ 9 P ..,._u _._.__,_..,�,�...
� Plywood Sheathing Yes 1.5 psf
Board Sheathi"k� .�a _ ,,, z "'.��"� �� � �,� w p=Noness�'"". � _ .. .� .,TM«,�
. �9� .. ��'�.�,�`"°.,,�,.n:t.. �.,..a.�,� .,`�.;,,� .,,�,:�-�,.,`�.....��..._�
Rafter Size and Spacing 2 x 10 @ 16 in.O.C. � � 2.9 psf
Vaulted Ceihng��.��' ,.'` `.`�,�y� �",'��z' ��.,�',.���,�;ti„�.'r'�.";�No��-.�?',�:."a`y�„,:�_.��..���.,. ,�.,.�a.s. -�"�--�
Miscellaneous Miscellaneous Items 1.1 sf
Total Roof Dead Load � 8.5 sf MP36 8.5 sf �
Reduced Roof LL Non-PV Areas Value ASCE 7-05
Roof Live Load Lo 20.0 psf Table 4-1
Member Tributa Area � � � =� �µ;�.A���y,,,� ,� �,t • ` LL . �"'� _"� �".'"M�q� .
n, rt-�.^*�� ,��� � �:� ` �"*°_�� :., '��"<200'sf.�.�,.:_ �..,....... ._.:�. � 2
Roof Slope 8/12
TributaryAreaRedudion,���,,.��.;,;; .�,.;a�„„-;R�",-"��r"e :�ua�^��.r„,.;, „','.«. '.� lb;,:.:.�..�"' . .'�..w,'.�.�...�:� .�aSedion4.9;,��'"'..
Sloped Roof Redudion RZ 0.8 Section 4.9
Reduced Roof Live Load"�r�;..� x;��." a, .��.Lr....` � =��c-F ��^*. �.. �ra 4�.d�o(Ri) (Rz)��� '� ����
a., x�s . E uation 4-2'�
Reduced Roof Live Load Lr 16 sf MP16 16.0 sf
Reduced Ground/Roof Live/Snow Loads Code
Ground Snow Load p9 40.0 psf ASCE Table 7-1
�m._ �... a -_
Snow Load Reductions Allowed?,�,�,;;� ,���.��`w ' � '� „-�°` � ^ ,:.Yes� ..��.:- ;..�� ��. .� � ,�,.,�
--- _.._ � _.
Effective Roof Slope 34° I
� __ m _ .s,.... ..a
Horii. Distance from Eve to Rid9e`,�.� :;,' rx.�W,��;a;�� .'.- �< <..ma*.:'�- - . ,,;;;�17 1 ft �;;�._ . �. .�." :�� '.��._,x;. ,,,. �..
Snow Importance Factor Is 1.0 �r Table 1.5-2
rrep;x ,��� � , �� x� s� =#a � "����`Partially Exposed,s� ,. a. ;;
Snow Exposure Faetora,. � �, ,a =;�Cekw� Ea x ��,� ' 1 0 tX� F �� '��� .,,,�_ ..;�
� „� a��a,�,��� ,�; . �;Table72"� ti;
Snow Thermal Factor � All structures excepti s�indicated otherwise Table 7-3
Minimum Flat Roof Snow Load(w/� .� ��•��• k * ��,�; ��,+ �y • `� r� ,,� .� � �7,3 4&7 10 �"--
= v`,� 7�Fr x Pf-mm SNvs� p;; _�'�.,s; *� ,�,�a 28 0 p5f .. ,...*Ye' x . �i�
Rain�on-SnowSureharge),ek'�,-a���„�. ....�,,,r�::�,.. , �a r�h � } ;,W�,�,..eh . �, �.,
Flat Roof Snow Load pf Pr= OJ(CQ)(C�)(I)pg; pf>_ pf-min Eq: 73-1
28.0 sf 70%
ASCE Desi n Slo Roo Snow Loa Over Surroun in Roo
Surface Condition of Surrounding � �f All Other Surfaces Figure 7-2
Roof 0.9
Design Roof Snow Load Over p�,�r= (Csvoof�Pf ASCE Eq: 7.4-1
Surroundin Roof P'"fOOf 25.2 sf 63%
ASCE Des� n Slo Roo Snow Loa Over PV Modules
Surface Condition of PV Modules C, �� Unobstructed Slippery Surfaces Figure 7-2
0.6
Design Snow Load Wer PV ps_�,_ (C�_�,)p� ASCE Eq:7.4-1
Modules p��"" 15.6 sf 39%
,, • .
� _ .- - - - ---- - - - � ,
CALCULATION OF DESIGN WIND LOADS.=MP1A=..-� = __, __ _ _ ` „�__.�_,_ , _ ,
Mountin Plane Information
Roofing Material Comp Roof �
PVS stemT� e � � � � � � � � � �"'"""��""�`Sola'rCi �SleekMount'""'"°``w"''
. Y YP . ._ � . . , - - _ .N_ o.........�.�� .���... _.
Spanning Vents � �� No � �
... _ - _. ._._ _. .»
Standoff Attachment Hardware � �-'�����'Como MountTvpe C� �` ���"""�"" �`�
Roof Slope 34°
-_ . . . .. _ .. � . _ .. . .__ � . � .. .
Rafter Spacing � _ - _ .. � __ 16"O.C. __ _ _ _ .
Framin T e Direction � Y-Y Rafters
. Purlin Spacing X-X Purlins Only _ .. NA . .._ � _ __ _
Tile Reveal Tile Roofs Only NA
Tile Attachment System_ Tile Roofs Only _ �� �_. v,. � _ _NA � � � �
Standin Seam S acin SM Seam Onl NA � � � �
Wind Desi n Criteria
Wind Design Code ASCE 7-OS
� � � ! � � �� �w=_. Partiall Full�Enclosed Method �- ._ .__ _,r.
Wind Design Method.,,_ �_ __ y/ y �y�;.,;� ,�
Basic Wind Speed V � 100 m�h Fig.6-1
._._ __ _.._. _ _. __ . , . ._... ._. .._,�.,.,._ _ � . _�,a.,,.�a.��-, .. ..__ -
Exposure Category- - _____. _ . __ _ _ _ . ._�',..�,_� _.__... �. � _� Fv.:_�.. . Sedion 6.5.63_
Roof Style � � Gable Roof � Fig.6-11s/Go-ian/s
_ -_ _.- - . .. . ._ __o�..�.�..� _. . ..
Mean Roof Hei ht �'� � h 15 ft9 � � � Section 61��➢
Wind Pressure Calculation Co�cients
Wind Pressure Exposure K� 0.85 Table 6-3 �
_ . _ . . . . .... _. .....,_. �, -r. ._ . .. - - - �o'. _ _.._._. _ .- .
Topographic Fador_ __ _ Krt._ � �, , _. �_ , _ . 1:00 � 4, 4?� _, Section 6.5,7 _
Wind Directionality Factor ICd 0.85 � � Table 6-4
_ . . .:__ . � .._�._. .,�. .__ .... _..,.�.-------..-�- - . - . . •
Im ortance Factor � � I 1.0 Table 6-1
Velocity Pressure qh qh =0.00256(Kz)(Kzt)(Kd)(V^2)(I) Equation 6-15
18.5 sf
Wind Pressure
EXt. Pre55UfE COBffICi2nt U GC ❑ -0.95 Fig.6-11B/C/D-14A/B
EM. Pressure Coefficient Down GC ` � �^� ��� � � 0.88 ���- �•�x��•� �� Fig.6-11a/C/o-14n/s
Desi n Wind Pressure p=qn(GC ) E uation 6-22
Wind Pressure U „ -17.6 sf
Wind Pressure Down 16.2 sf
--� - --.�.� . __._ �-._.-
�ALLOWABLE STANDOFF SPACINGS
X-Direction Y-Direction
' Max Allowable SWndoff Spacing Landscape 64" 39"
�- -- - _ .... ,_�. -
_.._ __�. �� �...��..
Max Allowable Cantileyer Landsca e.,._,_ � _ s _.._::. ��;_ :��NA�.
� --- - . _�_ � P �..c`=,..n, a., 29 - --
Standoff Confi uration Landsca e • Staggered
Max Standoff Tributary Area ,�Trib� .,,�,�,,,,;� ��;�_ _ =17 sf� ��-����„�y;;,,�Y
'- -
PV Assembly Dead Load � � W-PV � � 3 psf �
__ - - �- ..- .-_ . _- -_ --
Net Wind Uplift at Standoff�" T-adual� ..,,�"'_�277 Ibs "� ��— � �
- � - - _ - �..,__._ ` . . . .,��.�_
Uplift Capacity of Standoff � � � T-allow 500 Ibs
Standoff Demand Ca aci DCR y � �� 55.3% � � Y �
X-Direction Y-Direction
Max Allowable Standoff Spacing�, � _Portrait 64" 64"
,.�,_ __.�... �.-� -_.. . ...� .«.��_ ..__� _.. ._�.
MaxNlow@bleCantilever �_Portrait� � ,,,_,20" ' _ __ _ _ `�„_NA,�
Standoff Confi uration Portrait SW ered �
Max 5tando_ff TribuWry Area `Trib__ � _ _ 29 sf___.�_,,�,._ •: _ �_ ,
PV Assembly Dead Load W-PV 3 psf
-
—` `-` _-_,.'a^- -— � �a,•"_^'"'� "" - -•. - _
Net Wind U lift at Standoff ,� T-actual_, ��__n� _ y461 Ibs _ _ �'
P . .�_ . ._ ._._. _ __
- - . ._
Uplift Capacity of Standoff T-allow 500 Ibs
_....._- �.y. ..a�...,�....,.__ .. ..�_ . .... . . - _
Standoff Demand Ca aci DCR ° 92.3%-`�
,. '
- �� i__..�.__ _�_ _..__ _ . .
CALCULATION OF DESIGN WIND LOAD$ _MPi6�._ � __ � __� �,_ _ . _. .�
Mountin P ane Information
� Roofing Material � Comp Roof
- PV System Type„�.�',;';„.;;�"�-`�,.. ___ . �.fi'�y";,,„„„`���"'���,a SolarCity SleekMount'" _"�'� __,
. Spanning Vents No
Standoff Attachment Ha�dwa�e LL -� - �'µ��� �YComp Mount Tvpe C"' � � � ` `
Roof Slope 34°
Rafter Spacing . "'�" _ . _ 4 �'.__ . .. 16"O.C. _ �
Framin T e Direction ' Y-Y Rafters
Purlin Spacing . _ _ _ _. X-X Purlins Only . _ � _. _ NA . _
Tile Reveal Tile Roofs Only NA
Tile Attachment System._ � Tile Roofs Only NA
Standin Seam S acin SM Seam Onl NA
Wind Desi n Criteria
Wind Design Code ASCE 7-OS �
Wind Design Method�"„�„�,Y , . � _ ��'�:;`�Paftiafly/Fully Enclosed Method'�',, �
Basic Wind Speed V 100 moh Fig. 6-1
Exposure Cate9ory.�'�'_...'.^ _. _ .. . _. .. +.-�,�..._.._�,... � . _.�- y.a ..,..��_ --' "Section 6.5.63
ROOf Style Gable RoOf Fig.6-11B/C/D-14A/B
�e. - . . � .�.---""-r..�... ,._ _ . _ . ._,. _.
Mean Roof Hei ht h � � � 15 ft� Sedion 6.2
Wind Pressure Calculation Coefficients
Wind Pressure Exposure K� 0.85 Table 6-3
, _ _ . ._ ... _- . _ . . . __ . . _ .__. _
Topographic Fador_,_ _ _ _, K,�� m �� - _� �. • 1.00 . Sedion 6.5J
Wind Directionalily Fador ICd 0.85 Table 6-4
._ , _. . .�� _, . _. _ ....�.�. _. . .. .. . .. .. .
Im rtance Factor I 1.0 Table 6-1
Velocity Pressure yh � qh = 0.00256(Kz)(Kzt)(Kd)(V^2)(I)� Equation 6-15
18.5 sf
� Wind Pressure
Ext. Pressure Co�tient U GC -0.95 Fig.6-IIe/C/o-lan/B
Ext. PressureCoefficient Down GC �,„, _>:'.`°' 0.88 Fig.6d1B/C/D-14A/8
Desi n Wind Pressure p =qn(GC ) E uation 6-22
� Wind Pressure U p„ -17.6 sf
Wind Pressure Down 16.2 sf
L OWABLE STANDOFF.SPACINGS�� -� -'. _ � "�' � ,_ � �'
X-Direction Y-Direction
Max Allowable SWndoff Spacing Landscape 64" 39"
Maz Allowable Cantilever" »��'" � tandscape_w �_„�„�,,,,,� �.,-- ���24 '�"�`� _ `� T.'_NA _ ,
Standoff Confi uration Landsca e SWggered
Max Standoff TribuWry Area "': _ " ,_„_Trib_.,,,,,, t�+:�?_ ___ 17,sf �-
_ _ _ � �_ w.
PV Assembly Dead Load W-PV 3 psf
.� ... ,,..«�-..�. - --- - .. � � .. ..,_ . . --
Net Wind Uplift at SWndoff T-adual _ _� ___ _ _ ��_277 Ibs=� _.__,,,
Uplift Capacity of Standoff �� � T-allow 500 Ibs ��
— �. -_,.�._.v__ . _ ._ _ __•_�. e_ .. ._s_ � _�.�..
SWndoff Demand Ca aci DCR 55.3%
X-Direction Y-Direction
Max Allowable Standoff Spacing Portrait 64" 64"
_ _ . ..�. �_�.....w - .� . � . �_ -_.
Max Allowable Cantilever�., ,_�_. ,Portrait � _.. �__�.. .__ -��20',_ .,. , . NA. _ _
Standoff Confi uration Portrait Sta ered � �
Max SWndoff,TribuWry Area d� _._ Trib_ __ ' 29 sf
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PV Assembly Dead Load W-PV 3 psf
— .�-.'^'-�^" —' - - -'�"'�t'"�^^- _ - , _...��._..�...�...� _ . .,
Net Wind Uplift et Standoff,�„�_ _� T-actual„', '�,„„,�, i___ _ _ 461 Ibs
�. ....�,��. _� . _ ^ _
Uplift Capacity of SWndoff T-allow 500 Ibs
"°"g"'�'_""'- -o -'�...-.--...- �.� . � _e. . _ .
SWndoffDemandCa aci -: 'DCR"�' • _.= 923/0
so I a r ' — Single Phase Inverters ro�rvo�cn ame���a
solar � � � • / , r SE3000A-US/SE3800A-US/SE5000A-US/SE6000A-US/
SE7600A-US/SE10000A-US/SE17400A-US
� SE3000A-US SE3800A-US SESOOOA-US SE6000A-US SE]6001-US SESOOOOA-US SE119WA-US
ourvur
SolarEdge Single Phase Inverters � NominalAfPowerOutput 3000 3800 5000 60� �boo ;o�@240V ��aoo �A
For North America Ma..a�Powe,o��P�� 330o a�5o 5<oo@zo8� bo� 8350 �°8�@z°8� �z000 �A
5450 @240V 30950 @240V
AC Ou[put Vdtage Min:Nom:Max.• � �
SE3000A-US/SE3800A-US/SE5000A-US/SE6000A-US/ iss-zos-zz9va�
AC Output Vol[age Min:Nom:Max" J ✓ ✓ .� J J ✓
SE7600A-US/SE10000A-US/SE11400A-US �"-�"0-26"'a`
AC Frequenry Min.-Nom.-Max.' S9.3-60-605�wiffi HI country semng 5)-60-60.5) Hz
���+�� MaK.ContinuousOutput Nrren[ 12.5 I 1fi I Zl @ 240V I zs I 3Z I 92 @ 260V I 4J'S A
I"� � GF01 . _ . . 1 . . . A .
� �w Unl ry Mon toring,Islanding
� I���� Gmtecnon,CountryConfigurable Ves
'/� �� fe �� Thresholdz
/ n n5 �Eq+ INPUT
� -�'�L � $P Remmmended Max.DC Power`"
' WBRa ty '� (STC) 3]50 4J50 6250 800 9500 12400 10250 W
-'•„ � Transformer-Iess,Ungrounded Ves
��+.,,+e�ian�,,.�� Max.InputVol[age _ . 500 . _ Vdc ,
Nom.DC Input Vdtage 325 @ 208V/350 @ 240V Vtic
� ,r Ma�.Input CurrenN•' 9.5 I 13 I 15.5 @ 200V I 18 23 I 3Q5 @224 V ( 34.5 Adc
�� �� y. Max.InpotShortCircuitCurrenr 30 45 Adc
, a f 0.everse-Pola�i[yFro[ection Yes
- ��� Ground-FaW[Isolatlon�etecnon 600ko SereiHvity
� i .Maximum Inverter Efficiency 9]J 98.2 983 983 98 98 98 % .
9Z5 @ 208V 9]�n 208V
CEC Weighted EHiciency 9Z5 98 9].5 WS 91.5 %
� � �. 98 @ 290V 9Z5 @ 290V
NighttimePowerConsumpHon <l5 <4 W
� ADDITIONALFEATURES � �
a �t�" Supported Communicatlon Inierfaces R5985,R5232,E[hemet,2igBee(optlonal)
$' � � ) � ��: RevenveG2deDa[a AN9C12.1 Optlonal ,
� STANDARD[OMPLIANCE �
+ �� Safery ULi]41,UL1699B,UL1998,CSP121 �
���� Grid ConnecUan 5[andards IEEE154] , ,
� Em ss ons FCC part15 dass B
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INSTALIATION SPEUFICATIONS _ ._. . __.
� � ACoutOutmntluitsize/HWGrznge 3/4"minimum/29-6AWG 3/4"minimum/83AWG
Df inpu[mntlui[size/p of shings/
W,.- 3/9"minimum/1-2strings/24-6AWG 3/4"minimum/1-Zrtrings/14-6AWG
AWG range
�;, �� DimensionswithNC/DCSafery 30.Sx12.5x]/ 30.Sx12.5x].5/ in/
O �� � Swi[ch�H¢Wx�) l]Sx315xll2 ]]Sx315R193 30.Sx12.5x10.5/]JSn315x260 mm
.. . . �-� Weigh[wi(hAC/DCSaferySwi[ch 51.2/23.2 54J/24J 88.4/401 , Ib/kg .
. Cooling , , Na[uralConveclion , Fans�userreplaceable)
The best choice for SolarEdge enabled systems M 15eMax Ope�n gTempe� e `zs <so aen .
Aange -13to+14o/-25tot6o�CANversion""""-49to�60) 'F/'C
� Integrated arc fault protection(Type 1)for NEC 201169011 compliance . . . . . .
� Superior eNiciency(98%) vrorecrion aanng Nennn aa ,
'for ot�erregiomi sellingi please mn�a[t5olarEtlge suppaM1 �
- Small,lightweightandeasytoinstallonpmvidedbracket ••omi�m�oassxm.mtinakwn�..m.x,n,.reac.men�emc•,+��re�+w..,rvs<:�d�o�nszm,i�:no�..m.,�meeao.�rvnse.
w�eeunea mrorman�,,n.,m
� Built-inmodule-levelmonitoring ( �'AMB�vmrrentmm¢maybeuseM1�M1eime2e�wiIlllmitX5lnpNartent�o�M1enlm59a�eG. �
� •"`GNP/Hsa�ee1161EkIa�ItrtOnU�loFlianOmlcmFR�mi�roFlia¢.SEI]OOOALS{AN�.
� - IntemetwnnecfionthroughEthemetorWireless . . . � .
- Outdoor and indoor installation � T ��' � � �T�� � � �
- Fixed voltage inverter,DC/AC comersion only .
- Pre-assembled AC/DC Safety Switch for faster installation
� - Optlonal-revenuegradedata,ANSlC12.1 � _ ` �5�� . .
USA-GERMANV-ITALY-FRANCE-JAPAN-CHINA-AUSTRALIA-THENETHERLANDS-ISRAEL wwwsolaredge.us .
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solar " • • = • solar " � • G SolarEdgePowerOptimizer
Module Add-On for North America
P300 / P350 / P400 '�
SolarEdge Power Optimizer
� � F3U0 V350 V000
Module Add-On For North America Iro.so<mw 1b.��<aiw Iro.vs<.nw
moa���, moa��, maa��,
P300 / P350 / P400 • �"'�T
0.ated InO��DC PoweN� 300 350 000 W
_ FEzolu[eMaximuminpNVol[age�Vo[atlowe5�temperaNre) EB 60 I HO Vtic
MVPTOPoratingflange 8-48 8-60 8-80 Vtic
■ MaRimumSM1ortCir<ui�Cwrenl�lsc) 30 hEc
MaRimumDClnpulCurrm[ II.5 FEc -
Maximum Efficien[y 995 %
WeigM1[etlEffioienry 988 %
Overvol[age Ca[egory II
OUTVUT UURING OPERATION(VDW ER OVTIMIZER CONNECTED TO OVERATING INVERTER)
_ MaximumOutpu�Cwrtnt 15 Adc
Maximum0u[pNVol�age 60 Vtl<
� OIITPUTDUPINGSTANDBY�VOWEROVTIMI2ENDI5CONNECTEDFROMINVERTERORINVEPTEROFf) .
Sa@ry0u[puiVol[ageperVowerOpHmizer ] Vd[
�(,.,y� STANUARD COMVLIAN[E
.V (.+� EMC � FCCVart15ClassB,lEC61Wb6-2,IE<61000-63
� �• �saary iecsuov-i�cixssnsatery�,uu�ai _
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INSTALLATION SVECIFICATIONS � '
;� M ' mNllowed5y5lemValege 3000 Vtic
o' ne�w.�.rv� �a�xvzxaos/sssxa3a.iss mm/'n�
�'� w 6nqlncluen6ceble:) 9so/21 gr/Ib �
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Ou[pu[W ire Type/Cannector Oouble Insulated,FmOhenol
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Ou[pu[WlreLeng[M1 0.95/3.0 I 1.2/3.9 m/N
OperaHngTempeaWreRange -CO-+85/�40-+I85 'C/'F
Gm[ecHon flaEng IP65/NEMA4
� PelaHveHumitlity 0-300 %
� VV SYSTEM DESIGN USING A SOLAREDGE THREE PHASE THREE PHASE
SINGLE VXASE
� INVERTER 208V CeOV
PVpoweroptimizationatthemodule-level m���m�mse,me�e�am�vawe.00mm�e,�� e io �e
— uprozs/moreenergy ma.imumsnin¢ien�n(vovreroPnm�,e.,� ss zs so
� MmimumPowerper5[ring R50 6000 13]50 W
�{ �SOpP�iO�PHi[ipnq�99.5%) I ,Paralle6tringsof�ifieren[LenglM1sorOrien[aHons Yez .
� — MiHga[esalltypesofmotlulemismamhlosses,frommanufacmringwleranceropartlalshatling
. � FleniblerystemdesignformaximumspaceutllizaHon •
� Fas[installanonwiffiasinglebolt � ' '" ' � �
� Nex[generaHonmaintenancewithmodule-levelmoniroring
— Motlule-level volcage shutdown for installer and firefighter sa(ery
OSA - GfftMNNV - ITPLY - F0.FNCE � ITPRN - CHINN - ISFNEL - AOSIRALIA wwwsolaredge.us .
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(�e_-1���7 DeslB� \`,/
CS6P-235/240/245/250/255PX
- `_eakvpJB�F�ame _r CanadianSolar ElectricalData Black-framed
,. STC CS6P-235P CS6P-240P CS6P�T45P CSfiP-250P CS6P255PX Tempereture Charecteristics
NominalMaximumPawer�Pmax) 235W 200W 2<SW 250W 255W
• • � OptimumOperatingVoltage(Vmp) 29.BV 29.9V JO.OV 30.1V J01V � Pmax _p.q3%I'C
OplimumOperatingCurrent(Imp) 1.90N 8.03A 04]A 8.3UA Bd3A TemperaWreCoeHicleN Voc -0.3G%/'C
OpenCircuitVOltage(Voc) 36.9V 3ZOV 3].1V 3Z2V 3)4V Isc 0.065%PC
: � . • � SM1ortGircuitGurrentQsc) 8.46A 8.59A 8]4F 8.8IA 9.00A NormalOparatingCellTemparatme 45s2'C
MotlulaEfficiency 10.61X 14.94Y 152Jb 15.SC% 15.85% '
ope,au�srem,e,aw.e -aoc-.esc � Performance at Low Irradiance
. � � Ma.imumSystem Voltage iaoov IEC /600V UL Induslry leatling pertormance al low irradiation
MazimumSeriesFuseRating �� �SA environmenl,+95.5%moduleeHiciency(roman �
ApplicationClassification qassA irradianceof7000w/m'1o200w/m'
Next Generation Solar Module ' '°`YefT°'efa"Ce o_.Sw (AM 1.5,25 C)
u�eer s��eam ra:�coomco�:�src)or�,aeia��a oi i 000wim',:pa�a�m nxt i.s a�e�eu iemperawre oi zsc
NewEdge,[henextgenerationmoduledesignedformultiple � � �---.--� � -� � EnglneefingDfaWings
NOCT CS6P-235PXCS6P-240PXCS6G-245PXCS6P-350P%CS6Pd55P%
typesofmountingsystems,offerscustomerstheatltletl NominalMaximumPower (Pmax) llOW f]4W i]8W 181W 185W
valueofminimalsys[emcosis,aestheticseamless OptimumOperatin9Votlage(Vmp) . 2I.N zzav zz<v zzsv z�.sv — I
. appearance,autogroundingandtheftresistance. ' ' opomumoperatinycurrent(Imp) 62]A 6.38A sasa sson fi]1A
.�..� � OpenCircuiNol�ege(Voc) 3�.9V 34.OV 344V J42V 344V I
3j Theblack-framedCS6P-PXisarobust60cellsolarmodule SM1ortGircuitCurrent(Isc) 6.86A 6.96A ].OBA ].19A 119A ,
inwrporating[hegmundbreakingZepcompatibleframe. u�ae,rvo,maiova,a���zcenrempa.aw,e,i„aeia��ameoowrm=,soe=���maM+s,emnia�uempe�aw,azoc,
wine craee i mic
� Thespeciallydesignedframeallows/orreil-freefasl . � �
installationwiththeindustry'smostreliablegrounding MeChaniCalDatO I,_I III .11�
system.Themoduleuse5highefficiencypoly-crystalline cenrype Poty-crystalline156x156mm,2or38usGars III ITI
siliconcellslaminatedwithawhitebacksheetantlframetl CeIlPrrangement 5o(sx�o) �
Key Features Ill _ �I�
withblackanodizedaluminum.Theblack-fremedCS6P-PX o�me�sm�s isaa.saz=aomm(sas.3e.�.i.s�m) r I
• Quickandeasytoinstall - dramatically istheperfectchoiceforcustomerswhoarelookingforahigh weiqm 20.Skg(G521bs) �II�I �I�.�`
reducesinstallalionlime qualityaes[helicmodulewithlowesisystemcost Frmico.er � � 3.zmmrempereayie:: I I �II
Frame Matarial Anotlized aluminium alloy I I I
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• Lowersystemcosis - cancutroof[op d-eox IP65,3tliotles —
installation cosis in half BCSt Qu811ty ���
Cab1e 4mm'QEC)R2AWG(UL),t000mm
• 235qualitycontrolpointsinmoduleproduction co��eC�o,s MC9orMC4Com arable
• Aestheticseamlessappearance - lowprofile • ELscreeningtoeliminateproductdefects � I
withautolevelin antlali nmeM StantlartlPackaging(MotlulesperPallep zavcs � -
9 9 • Currentbinningtoimprovesystempertormance - Moameviecesvercomainer�aon.comainer) 6]2pcs(40'HO) �
• Accredited Salt mist resistant
• Buil4inhyper-bondedgroundingsystem - ififs I-V Curves CS6P-255PX � �
mounted,ifsgrounded Best Warrenty lnsurance � �,� - --�� -�- -�.. „ � � i
• Theftresistanthardware • 25yearsworldwidecoverage I • � f �='�0 i
• 100%warrantytermcoverage . ��, .� sa�uo�n-n i � .
• UNra-low paris count - 3 parts for[he mounting • Providing ihird parry bankruplcy rigMs •� ; ` � 3qp I _
and grounding system • Non-cancellable ' -`I � ' � ' � i
• Immediatecoverage
• Intlusiryfirst comprehensive warranty insurance by �, id� ! � i -
AM Best ratetl leading insurence companies in the � • Insured by 3 wodd top insurance companies � � � i
wodd ' ' _mw�: ' _sr ' l �" � .� .
Comprehensive Certificates ° �m I = —=sr � �� -
• Industryleadingplusonlypowertolerence:0-+SW . IEC61215,IEC61730, IEC61701ED2,UL1703, r I p�_ �"'�_ —°�� ^ � ' ��50 �I
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• Backward wmpatibility with all standartl rooftop and CEC Listed,CE and MCS o e ia s•ro a m ss , y Y„,���I
gmundmountingsystems • 1509001:2008:�uali[yManagement5ystem (.,,,,__ `"9"^ ,,,,p..,.� y 5"""" -w
• ISO/TS169492009:Theautomotivequality •spe��r�ao�smu�eae��m�saa�asneeia�as�nie�uo�na�ga.�mawp��o��oime.` -
• Backed ey Our New 70/25 Linear Power Warranty management system � -
Plusouradded25yearinsurancecoverage • �S014001:2004:StandardsforEnvironmental AboutCanadianSolar
�management system - Canatlian Solar Inc. is one of the world's largesl solar Canatlian Solar was fountletl in Canatla in 2001 antl was
10si� • QCOSOOOOHSPM:TheCertificationfo� companies. As a leading vertieally-integratetl successfully lis[¢d on NASDA� Ezchange (symbol: C51�) In
90X Atltletlya�UeF�omyy Haza�douSSubslancesRegulations manufacturerofingols,wafers,cells,solarmodulesand November 2006. Canadian Solar has module manufacturing
arra��y solar systems, Ganadian Solar tlelivers solar pawer capacityof2.O5GWanticellmanutaeturingeapaeityotl.3GW.
• OHSAS78001:20071ntema�ion215tandardsfot products of uncompromising quality to worldwide
eoz . occupational heal�h and sa(ety . eustomers. Ganadlan Solar's worltl elass team of
ox � • REACHCom professionals works elosely with our wstomers to
s �a ���is xo zs pliance provitlethemwithsolutions(oralltheirsolarneeds.
• .
• 10 year productwarranty on materials and workmanship O�.9� jp��E Ct7� s�w. S:�E% - : '
•25yearlinearpoweroutputwarraMy �~� �`�
www.canadiansolaccom .
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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 strength and Zep CompatibleT^'modules r � - .
aesthetics while minimizing roof disruption and �� `� � t0 Drill Pilot Hole of Proper Diameter for . j
labor.The elimination of visible rail ends and •Interlock and grounding devices in system UL � Fastener Size Per NDS Section 1.1.32
listed to UL 2703
mounting clamps,combined with the addition / , Q2 Seal pilot hole with roofing sealant
� of array trim and a lower profile all contribute � •Interlock and Ground Zep ETL listed to UL 1703 '�'���. �
as"Grounding and Bonding System" ��� 3 Insert Com M
to a more visually appealing system.SleekMount O p ount 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 , o- .•-- a0 Place Comp Mount centered
need for rail and reducing the number of •Painted galvanized waterproof flashing \ upon flashing . .
StandOffs required. In addition, composition .Anodized components for corrosion resistance � � Q5 Install lag pursuant to NDS Section 11.1.3
shingles are not required to be cut for this with sealing washer.
system, allowing for minimal roof disturbance. •Applicable for vent spanning functions
y, , Qs Secure Leveling Foot to the Comp Mount
"'� - � using machine Screw
� ._ . .._. . _ . . . . . . .. . . _ . � �
� � ' ` Q7 Place module
� Components
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OQA 5/16"Machine Screw
B
. OB Leveling Foot , �
�
OC Lag Screw R�
OComp Mount
� O � Comp Mount Flashing
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Janua 2013 �� . Janua 2013
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waRNiNc PHorovo��aicPo�,i�ERsouRCE- . " WARNING ' ' WARNING
. � . . __ .
_ „_ _ „_ _ „_
.•1
E�ECTRIC SHOCK HAZARD �,� ��� �-ELECTRIC SHOCK HAZARD �- -- �,�
DO�NOTa,,TOUCHyTERMINAL�S THE DC CONDUCTORS OF THIS
. .�- � . • TERMINALS�ON'80TH�ONE�AND PHOTOVO�TAIC SYSTEfvI ARE � ' �
PHOTOVOLTAIC DC ■ LOADSIDES�MAY{BE:ENERGIZED UNGROUNDEDAND
N THE'OPEN POSITION �4AY BE ENERGIZED
DISCONNECT "- �o � �
.,
..• . . .
•�- • • • WARNING ''
�4AXIMUMPOWER-_A � INVERTEROUTPUT ��
POINTCURRENT(Imp) ��. ,•1 ,
MAXIMUM POWER- CONNECTION
POINT VOLTAGE (Vmp)_� '�� 00 NOT RELOCATE
MAXINIUNI SYSTEM- THIS OVERCURRENT
VOLTAGE(Voc) v DEVICE
SHORLCIRCUIT A
CURRENT Qsc)�
.�' • . •
PHOTOVOLTAIC POINT OF '•
. . . .�. � � INTERCONNECTION _ ��_
WARN I NG WARNING ELECTRIC SHOCK
� HAZHRD. DO NOTTOUCH '�� ��
- ��- TER�4INALS. TERMINALS ON
ELECTRICAL SHOCK HAZARD ,� BOTH THE LWE AND LOAD SIDE
DO NOT TOUCH TERIvIINALS �4AY BE ENERGIZED W THE OPEN -
TERMINALS ON BOTH LWEHND POSITION. FOR SERVICE
LOAD SIDES N1AY BE ENERGIZED DE-ENERGIZE BOTH SOURCE
IN THE OPEN POSITION AND MAIN BREAKER.
DC VOLTAGE IS PV POVVER SOURCE
ALWNYS PRESENT WHEN NIAXIMUMAC A
SOLAR IVIODULES ARE OPERATING CURRENT _
EXPOSED TO SUNLIGHT �qaXlfviUfvl AC
OPERATING VOLTAGE _ �
.�• • . •
WARNING ' •'- ' • •
- — '- "� CAIJTION ' ''
ELECTRIC SHOCK HAZARD ,� ��.
IF A GROUND FAULT IS INDICATED � � PHOTOVOLTAIC SYSTEh�I
NORNIALLY GROUNDED CIRCUIT IS BACKFED '�� '
�- -� � CONDUCTORS N1AY BE -� �� - -- � .... .. .... . .... . . •
UNGROUNDEDANDENERGIZED � �
.r' • . •
..- . . . CAUTION -.
PHOTOVOLTAIC AC ' '• oua�PoweR souRce -• ..• ' ' ' • '
��- SECONDSOURCEIS ,•� , • �
DISCONNECT - ,� , PHorovo�TnicsysreN, � , _ :�
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OPERATING CURRENT _ - •�•
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OPERATING VOLTAGE _ � �•, � �� � � �
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uu
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� GROUND SPECS MAIN PANEL SPECS GENERAL NOTES INVERTER SPECS MODULE SPECS LICENSE
, BOND (N) �8 GEC TO TWO (N) GROUND Panel Number:LC24408110CU Inv 1: DC Ungrounded INV 1 -(1)SOLAREDGE �$E6000A-USOOOSNR2 LABEL A -(27)CANADIAN SOLAR pCS6P-255PX GEN �168572
ODS AT PANEL W1TH IRREVERSIBLE CRIMP Meter Number.qg 152 457 Tie-In: Supply Side Connection Inverter, 66bOW, 240V/208V, 97.5�/9774 w/Unifed Disco and ZB,RGM,AFCI PV Module; 255W; 234.3W PTC, Black Frame, MC4, ZEP Enabled ELEC 1136 MR
Overhead Service Entrance INV 2 � Voc: 37.4 Vpmax: 3p,p
• INV 3 Isc AND Imp ARE SHOWN IN THE DC S7RINGS IDENiIFlER
E 700A MAIN SERVICE PANEL
E 100A/2P MAIN CIRCUIT BREAKER SolarCity _
(E) WIRING CUiLER-HAMMER � � If1V21't2f 1
�i Disconnect CUILER-HAMMER � 4 A 1
�� 100A/2P 6 Disconnect 5 SOLAREDGE oa "
B �A SE6000A-USOOOSNR2 . oc MP 1: 1x12
C _ ecc
----------- -------- - --------------------
n u xw� r--------- �
a « oc. � �
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�� (E) LOADS GNO _ ____ GNO _____________—___'_______ EGG oc+ oc. ' ' ' ' �
-cec ---�� p� oc MP 1: 1x15 �
GN� __ EGC_—_ _________ —_—__—__—___ EGG
r___� ___�____ __ ___________________tJ
i —�-
. N � � � (1)Conduil Kil; 3/4'QAT
__�
� � EGCrGEC_, �
I
I � I
I ' I
I �
GEC 1
`_ _T—T
� TO 120/240V i i �
SINGLE PHASE i i
. U71L1N SERNCE i i
i i
i i
i i
i i
i i
�i
PHOTO VOLTAIC SYS7EM EQUIPPED WITH RAPID SHUiDONTI - .
Voc* = MAX VOC AT MIN iEMP
OT 2 Qwnd Rod; 5/8�x 8'. Copper (1)W7LER-HANAffR �DG227NRB (�)saarc�t p4 S7RING JUNC110N eox
l _�p;��p `�p�y��� � Discmnect; 60A, 240Va. Fusible, NENA 3R AC 2v2 S�RMGS, UNNSED, GROUNUED DC .
InsulaTion Piarcing Connector, Noin 4/o-4. Tap 6-14 -(1)W7lFR-HrU1MER OG100NB
S Graund/Natral �t 60-100A, Gmxal Duty(DG) PV k»po�wer�eo�G�ZN300WSM4. DC to OC. ZEP
SUPPLY 5DE CONNECTION. OISCONNECIING MEANS SHALL BE SUITABLE -(1)q17LER-HAAIMFA �DSI6Fl( �
AS SERNCE EQUIPAIENT AN� SHALL BE RATED PER NEC. tlasr R Wse Kit
� -(2)FERRAZ SHAWNIIT¢iR35R PV BACNFEED OCP nd �7)AWG �6, SoliO Bare CoDper
- Fuse; 35A. 25�V, posv RKS . -(1)(kwnd Rad: 5/8' x 8'. CopPer
C (i)cun[a-HnuMex g oc2zzuRe - (N) ARRAY GROUND PER 690.47(D). NOTE: PER EXCEP110N N0. 2, ADDI110NAL
D'qcanna{I�t; 600.g240VaG Nan-FusLle, NEMA 7R
-���WGro�und/N�4dMl�60-�1+OOA, Gmeral Duty(DG) ELECTRODE MAY NOT BE REQUIRED DEPENDING ON LOCATION OF (E) ELEC7(iODE
1 A0� /6, 1HVM-2, Blork � � 1 AWG B8, 7HWN-2, Bladc 1 AWG /10, iH'M!-2, Block _ Voc* =5pp VDC Isc =15 ADC 2 AWG $10, PV M1RE, Block Voc* =500 VDC Isc =15 ADC
� O � (1)ARG i6. 1HYM-2. ReA . OIOF(1)AWG/8, 7HWN-2. RM - O � (1)AWG /1U, iHNN-2, RM Vmp =350 VDC ImP=10J9 ADC O�(1)AWG �. Sdid Bare Copper EGC Vmp =350 VOC Im0=8.63 ADC �
(1)A6� /6. THNN-2, WhRe NEU7RAL Vmp =240 VAC ImP=25 AAC �L(1)RWG/10. THWN-2. Nhite NEU7RAL VmD =240 VAC ImP=25 MC (1 AWG /10� 7HMN-2.,Green, EGC . .. . . . . . . . . . . . . . . . . . . . . . .
.. . ....-(1�ANG /6,.Solid BmqCopper GEC. . . ..-(1).Cmduit Kil;.1' PYC, Seh..40. . . .. . ...... .-(1�AWG/�8..7FI_WN-2..Qeen __EGC(CEC.-{1)ContW,it,Kit.1�,PVC� Sch..40. . . . N (1 AWB /1D. 711BN-2. Black .. . .. . . .Voc* =500 VDC Isc =.15.. .ADC. . . . . .�. .(2;AWG �10, PV INRE, Blnek. . . .Voc* =500 . .VDC Isc =15. . .ADC
� � O�(1)AWG /1U, 7HNN-2, Rad Vmp =�,5p VDC Imp=8.63 ADC O�SF 1 AWG �, SolIO Bare CopD� ECC Vmp =350 VDC Imp=10.79 ADC
' . . . .. . .. (1�AWG�10� 7HNN-2,,Grem EGC IJ
. . . . . . . . . .. . . . . . . . . .. . . . . . . .... . . . . .. . . . .. . . .. .. . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . .. .. . . .. . . .. .... .. . .. . ..
� CONFl�EN7IAL- 7HE INFptMA710N HQtEIN J09 NOI�FR: �mg OMNER U6CPoP➢INt DE9GN:
� CQITAINmSHALLNOT�USEDFOR7HE JB-019689 �� APHULURI, SUMATHI APHULURI RESIDENCE dames Turschmann �N�+.. •
� BENEFlT OF ANYONE IXCFPT Sq.ARQtt INC., 11pIN71NG S157EY: �••'•+SOIa�CItV
Np2 SHALL IT BE DISCLOSED IN NHOIE OR IN Com Mount T e C 18 SAUNDERS ST 6.885 KW PV ARRAY � ��� )°
, PRRT 10 O7HER5 W79DE 7HE REpPIENYS umu� � SALEM MA 01970 �
ORCAWZA710N, IXCEPT IN CONNEC710N WI7H �
7HE SPLE M!D USE OF 1HE RESPEC71�£ (27) CANADIAN SOLAR # CS6P-255PX 24 SL Madfn Ddw,BuBdNg 2, UNt 11
SOLARp7Y EWIPNFHT, YAhIWT 7HE WRITIEN P!`hR7Elt PPGE NNIE: SHEEL REY: DAIE T: (850)838-oroue.NA`M752678-1029
r�Miss�allorso�neanwc. SOLAREDGE SE6000A-USOOOSNR2 9785940000 THREE LINE DIAGRAM PV 5 ti/5/2oia ���-m�-pn���:,�� m.edardty.cam
' UPLIFT CALCULATIONS
SEE SEPARATE PACKET FOR STRUCTURAL CALCULATIONS.
° ,
CONFlDENPAL— 7ME MFORMA710N HEREIN JOB NUYBFk J B-019 6 89 0 0 ������ ��P� ��
CONTAINm SHALL NOT BE USED FOR 7HE
APHULURI, SUMATHI APHULURI RESIDENCE James Turschmann ��t�SOIC��CI�y
e��r or nrirou� excwT sannan ac, uouem�c smEu: 6.885 KW PV ARRAY
� , NOR SHALL IT BE q50.05ED IN NHOLE OR IN Com Mount T e C 18 SAUNDERS ST � � i�.
PMT TO O7HER5 q1751DE 7HE REqPIENI'S N� SALEM, MA 01970 �
' ORCAMZAP�I, IXCEPT IN CONNEC110N Wlhl 24 SL NvW P9w.6uidL�g 7,Uni� 11
mc sa�arrn us� oe n�c r�svecn� (27) CANADIAN SOLAR CS6P-255PX � �: �, pA� Mmlbarou9h,YA 01752
sawcan eauiauer+r, vnn�aur n�e wrermi INI4HIFk PMf NP11E T: (650)63B-1M8 F: (fi50)83B-1M9
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. (E) 2x4 (E) 2x8
(E) 2x8
.
S1 �SHOF� S1 I
��� Y00 JIN �
K �
No.4 7 �
13'-2" 12'-11"
(E) LBW (E) LBW Digita ��00 Jlfl � (E) LBW
SIDE VIEW OF MP1A rvTs Kim SIDE VIEW OF MP1B ruTs
A Date: 2014.11.0514:30:43 B
MP1A X-SPACING X-CANTILEVER Y-SPACING Y-CANTILEVER NOTES -OH�OO� MP1B X-SPACING X-CANTILEVER Y-SPACING Y-G4NTILEVER NOTES
LANDSCAPE 64�� 24�� nAGGERED � LANDSCAPE 64�� 24�� STAGGERED
PORTw�Ir 64" 20" PORrw�i7 64" 20"
RAFfER 2x10 @ 16" OC ROOFAII 198 PITCH 34 �QRIES: 1 ROOFAZI 198 PITCH 39 �
ARRAY AZI 198 PITCH 34 RAFTER ZX10 @ 16��OC qRR4Y AZI 198 PITCH 3q STORIES: 1
- Comp Shingle � CJ. 2X8 @16"OC Comp Shingle ,
PV MODULE
5/16" BOLT Wlhi LOCK WSTALLAiION 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 WITH
POLYURETHANE SEALANT.
ZEP COMP MOUNT C
ZEP FLASHING C (3) (3) INSERT FLASHING.
(E) COMP. SHINGLE (4) PLACE MOUNT.
��)
(E) ROOF DECKING U �Z) u INSTALL LAG BOLT WITH
5/16" DIA STAINLESS (5) �5� SEALI G ASHE .
STEEL LAG BOLT LOWEST MODULE SUBSEQUENT MODULES INSTALL LEVELING FOOT WITH
W1TH SEALING WASHER �6)
BOLT & WASHERS.
(2-1/2" EMBED, MIN)
�E� RAF,�R STANDOFF
Si Scale: 1 1/2" = P
CONFlDEN7IAL— 1HE INFq2NATI0N HERON JOOB NIIYLFR �����- . DESCPoP710N: DWQ7: �
JB-019689 00 �\,t+SolarCity.
CINITP1Nm SHALL NOT BE USEO FOR 1HE ' APHULURI SUMATHI APHULURI RESIDENCE �James Turschmann �_ .
BENEFlT OF ANYONE E%CEPT SOLARqTY INC.. YOUN7WC SYSIEN: ' - �•„'x
NOR SHALL IT BE DISCLOffD IN YMOLE OR IN Com Mount T e C 18 SAUNDERS ST 6.885 KW PV ARRAY ►��
PART TO O7HERS W75DE iHE REpPIENTS y�� . � SALEM MA 01970
ORGAWZA710N, E%CEPT IN WNNECTON N17M i 24 SL Natin Drhn, Bu9dhg 2 UNt II
me saF ,wo use oF ine �srEcn� (27) CANADIAN SOLAR # CS6P-255PX
sauaan EauiawaT. vnmar me xniTm+ a�� rncc xnr� s�r: �v on� T: (650)M638-1028h F'A(650J 638-1029
a�uissoN ov soursan iNc SOLAREDGE SE6000A—USOOOSNR2 9785940000 STRUCTURAL VIEWS PV 3 71/5/2014 �eee�sa-an��xaee> „,..ea�i�r.�
PITCH: 34 ARRAY PITCH:34
MPl AZIMUiH: 198 ARRAY AZIMUTH: 198
MATERIAL:Comp Shingle STORY: 1 Story
,
,
LEGEND
g Inv � (E) UiILITY METER & WARNING LABEL
i i �� INVERTER W/ INiEGRATED DC DISCO
" � & WARNING LABELS
MP B ' �--
�--- �
�" � DC DISCONNECT & WARNING LABELS
�' P MP1A i � D � M
TRUC U E � � AC DISCONNECT & WARNING LABELS
A CHANG B Q DC JUNCTION/COMBINER BOX & LABELS
�,tN�F O° DISiRIBUTION PANEL & LABELS
a4� Y� ���� « LOAD CENiER & WARNING LABELS
� K � O DEDICATED PV SYSIEM MEiER
� y FCOIIt Of HOU52 �: (E) DRIVEWAY �
No.4
� O STANDOFF LOCAiIONS
CONDUIT RUN ON EXTERIOR
CONDUIT RUN ON INTERIOR
Digitally o Jin Kim 18 Saunders St Q HEAT/PRODUCING VENTS ARE RED
Date: 20 .11.05 1430:51
r,��
-08�00� �_� INiERIOR E�UIPMENT IS DASHED
� SITE PLAN N
Scale: 1/8" = 1' �E
01' 8' 16' W
5
CONFlDENTIAL- iHE MFIXtMAPON HER�N ,XIB NIIY�R: ������ � . DESR�POk DE9R7: �
CONTNNmSHALLNOTBEUffDFOR7NE JB-019689 �� APHULURI, SUMA-THI APHULURI RESIDENCE Jomes Turschmann � �`,}''SolarCity.
BENFFIi OF ANYONE IXCFPT SOLARqtt INC., YWNIINC StS7EY: -.� i
NOR 91ALL IT BE DISCLOSm�IN MHOLE qt IN Com Mount Type C � 18 SAUNDERS ST 6.885 KW PV ARRAY �i�
� PPRT TO O7HERS W790E 7HE REqPIFN75 ��� . � SALEM, MA 01970
ORCANIIATION, IXCEPT P!CONNEC710N WITH
iHE SALE AND USE OF iHE RESPEC7IYE (27) CANADIAN SOLAR # CS6P-255PX � u s� M��o,�K,a,uaby z, u�u ii
SOL1Rptt EWIPNENT. W1IHOUT IHE WNITiFN � ' Ppg Np�; 9�EET: flEY: DAIE . Marlborough. NA 01752 .
. PEPodIS510N OF SOLARGtt INC. a�� � - . ' T: (650)6J8-1028 F: (6W)WB-1029
SOLAREDGE sEsaoon—us000sNRz 9785940000 SITE PLAN PV Z 11/5/2014 �aee�sa-an(�es-zae9) ....aa,��y�
.
* .
_ ABBREVIATIONS ELECTRICAL NOTES JURISDICTION NOTES
A AMPERE 1. THIS SYSTEM IS GRID-INTERTIED VIA A
AC ALTERNATING CURRENT UL-LISTED POWER-CONDITIONING INVERIER.
• BLDG BUILDING 2. THIS SYSTEM HAS NO BATTERIES, NO UPS.
CONC CONCRETE 3. A NATIONALLY-RECOGNIZED TESTING
DC DIRECT CURRENT LABORATORY SHALL LIST ALL EQUIPMENT IN
EGC EQUIPMENT GROUNDING CONDUCTOR COMPLIANCE WITH ART. 110.3.
(E) EXISTING 4. WHERE ALL TERMINALS OF hiE DISCONNECTING
EMT ELECTRICAL METALLIC iU81NG MEANS MAY BE ENERGIZED IN THE OPEN POSI110N,
FS8 fIRE SET-BACK A SIGN WILL BE PROVIDED WARNING OF hIE
GALV GALVANIZED HAZARDS PER ART. 690.17.
GEC GROUNDING ELECTRODE CONDUCTOR 5. EACH UNGROUNDED CONDUCTOR OF iHE
' GND GROUND MULi1WIRE BRANCH CIRCUIT WILL BE IDENi1FIED 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 WI1H 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 ENiRY 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 INiERCONNECTION HARDWARE.
PV PHOTOVOLTAIC 10. MODULE FRAMES, RAIL, AND POSTS SHALL BE
SCH SCHEDULE BONDED WITH EQUIPMENT GROUND CONDUCTORS.
S STAINLESS SiEEL
STC STANDARD TESTING CONDI110NS
TYP TYPICAL
UPS UNINiERRUPTIBLE POWER SUPPLY
V VOLT
Vmp VOLTAGE AT MAX POWER VICINITY-MAP INDEX
Voc VOLTAGE AT OPEN CIRCUIT
W WATT
3R NEMA 3R, RAINTIGHT �A PV1 COVER SHEET
� PV2 SITE PLAN
PV3 STRUCTURAL VIEWS
� PV4 UPLIFT CALCULATIONS
LICENSE GENERAL NOTES v ' ��,hee",RA„a'�n d'"GR""'
GEN $168572 1. ALL WORK TO BE DONE TO THE 8TH EDITION A
ELEC 1136 MR OF THE MA STATE BUILDING CODE. ♦ �
2. ALL ELECiRICAL WORK SHALL COMPLY WIiH
iHE 2014 NAiIONAL ELECTRIC CODE INCLUDING
MASSACHUSETTS AMENDMENTS. "'
MODULE GROUNDING MEiHOD: ZEP SOLAR
AHJ: Salem REV BY DATE COMMENTS
� REV A NAME DATE COMMEMS
x
UTILITY: National Grid USA (Massachusetts Electric) O • � �
- 0�= ' - • • • - � • - - � � -
CONFlDEN7IAL- THE INFORMAPIXV HEREIN JOB NUI�ER PRE19ff ORNER: DESCPoP710k UESCN:
JB-019689 00 �\,+SolarCity.
canranm sHnu r+or aE ugn Faa n�e APHULURI, SUMATHI APHULURI RESIDENCE dames Turschmann �. .
BENEFIT OF MIYONE IXCEPT SOLAFqTY INC., YqIN11NC SYSId: �'.�.
NOR SHPLL IT BE DISCLOSED IN NHOLE OR IN Comp Mount Type� C 18 SAUNDERS ST 6.885 KW PV ARRAY ►��
PART TO O1HE1t5 OU79DE 7HE REqPIENYS �u�s: � SALEM MA 01970 -
ORGFNIZA710N, IXCEPT IN CONNEC710N N17H � 24 SL Marfin Driw,BuOdinq 1,Unil 11
THE SP1E AND USE OF 1HE RESPEC71bE (27) CANADIAN SOLAR # CS6P-255PX
SIXARptt EWIP4ENT, YA7HWT IHE BRITIEN PACE NNIE: . SHEET: REY: DAIE Marlowwgh, NA 01752
PEPoAISSION OF SOLARp7Y INC. w�� 9785940000 PV � �� 5 2014 (888�(SOL>pTY(785-2989)evn.mlarcly.wm
SOLAREDGE SE6000A-USOOOSNR2 COVER SHEET � �