HomeMy WebLinkAbout40494-Z ���,p�?����j'�CpG Town of Southold 7/22/2016
a, �� � P.O.Box 1179
�'� � 53095 Main Rd
, ��yd�' �,�,d�� Southold,New York 11971
�
CERTIFICATE OF OCCUPANCY
No: 38406 Date: 7/22/2016
TAIS CERTIFIES that the building SOLAR PANEL
Location of Property: 1455 Wells Rd, Laurel
SCTM#: 473889 SecBlock/Lot: 126.-8-3
Subdivision: Filed Map No. Lot No.
conforms substantially to the Application for Building Permit heretofore filed in this office dated
2/24/2016 pursuant to which Building Permit No. 40494 dated 2/29/2016
was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for
which this certificate is issued is:
roof mounted solar panels on an existin�one familv dwelling as applied for.
The certificate is issued to Gregorio,Eliseo '
of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL
ELECTRICAL CERTIFICATE NO. 40494 4/7/2016
PLUlVIBERS CERTIFICATION DATED
�;�� .
Authorized Signature
�UF�t,�4. , TOWN OF SOUTHOLD
�c`� ` �'�,�� BUILDING DEPARTMENT ,
TOWN CLERK'S OFFICE .
� �oy. . �,� ' SOUTHOLD, NY " �
�01;�. `��� -
� BUILDING PERMIT
_ � (THIS PERMIT MUST BE KEPT ON THE PREMISES �
WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS
- UNTIL FULL COMPLETION OF THE WORK AUTHORIZED)
Permit#: 40494 Date: 2/29/2016
Permission is hereby granted to: .
Gregorio, Eliseo
27980 Main Rd
Cutchogue, MY 11935
To: install roof-mounted solar panels on existing single-family dwelling as applied for.
At premises located at: , ,
1455 Wells Rd, Laurel
SCTM # 473889
Sec/Block/Lot# 126.-8-3 - �
' Pursuant to application dated 2/24/2016 and approved by the Building Inspector.
To expire on 8/30/2017. � .
Fees - -
� ' SOLAR PANELS $50.00
� ELECTRIC $100.00
CO -ALTERATION TO DWELLING $50.00
� ' Total: $200.00
Buil ing Ins ctor
J
I�nrm No.6
TOWN OF SOUTHOLD
BUILDIN�; DEPARTMENT
T'OWN f1ALL
765-i 802
APPLICATION FOR CERT1�iCA'd'E OF OCCUPANCY
This application must be filled in by typewriter or ink and submitted to the Building Department with the following:
A. For new building or new use:
l. Final survey of property with accurate location of all buildings,property lines,streets,and unusual natural or
topographic features.
2. Final Approval from Health Dept.of water supply and sewerage-disposal(S-9 fonn).
3. Approval of electrical installation froin Board of Fire Underwriters.
4. Sworn statement from plumber certifying that the solder used in system contains less than 2/]0 of 1%lead.
5. Commercial building, industrial building,multiple residences and similar buildings and installations,a certificate
of Code Compliance froro architect or engineer responsible for the building.
6. Submit Planning Board Approval of completed site plan requirements.
B. For existing buildings(prior to April 9, 1957)non-conforming uses,or buildings and"pre-existing"land uses:
1. Accurate survey of property showing all property lines,streets, building and unusual natural or topo�raphic
features.
2. A properly campleted application and consent to inspect signed by the applicant. If a Certiticate of Occupancy is
denied,the Buildin�= Inspector shall state the reasons therefor in writing to the applicant.
C. Fees
I. Certificate of'Uccupancy-New dwelling$�0.00,Additions to dwelling$50.00,Alterations to dwelling$�U.00.
Swimmin�;pool$SO.OU,Accessory buildin�$50.00.Additions to accessory buildin�,$SU.00, Businesses$�0.00.
2. Certificate of Occupancy on Pre-existing Building- $100.00
3. Copy of Certiticate oFUccupancy-$.2�
�. Updated Certificate of Occupancy- $�0.00
�. "I'emporary C ertif icate af Uccupancy-Residential $15.00,Co�nmercial$1�.00
Dat�. ��a� / �(�
New Constniction= __ .__.. Old or Pre-existing Building: ��_.__n__(chech one)
I.ocation of'PropertY� �`���_��4.L�..L-�'�v.�����Q�l �,_ ��!_ . ..l �_ I .�-� - ---
f louse No. Street Hamlet
Owner ar O�vners of Pr�pertY' __. �.�� _��� /'� � ._._ _ . .
� ��.o �.-----._ _.
Suffolk Co�mty'1"ax Map No I OOU.Section----- --__---_--_-•- -_ .__ Block�---•_-- --_- --- --Lot
Subdivision . ..-, -- -_-,----- --_ ----__ Filed Map- ._. ___.__ _... __ Lot:__
--- � - -------.- _ __�__ --
Permit No. �C��� __ _ Date ofPennit. ____ , ._`___Applicant:___5���(���'y
_j__. .._ .___
I lealth Uept. Approval: _ __ __._ _____, Underwriters Approval:__ .
Plannin;,�Board Appraval: ._^ ___.___�_____�
Request fi�r: "f'empora�y Certificate ___ _ _ . Final Certiticate:____ __ .. __ (check o►1e)
Fee�uhmitted:� ��
l
l���l�ll'8111 �1<•3lliliUfC
����pF SO(/p�„�l
Town Hall Annex � Telephone(631)765-1802
54375 Main Road Fax(631)765-9502
Po.BoX i1�9 G � �� roqer.richert(a�town.southold.nv.us
Southold,NY 11971-0959 �`
���coUNTy,��
BUILDING DEPARTMENT
TOW1aT OF SOUTHOLD
CERTIFICATE OF ELECTRICIAL COMPLIAIVCE
� SITE LOCATION
�ssued To. Gregorio
Address: 1455 Wells Road City: Laurel St: New York Zip: 11948
Building Permit#: 40494 Section 126 Block 8 Lot 3
WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE
Contractor: DBA: SOlal'Clty License No� 5133-ME
SITE DETAILS
Office Use Only
Residential X Indoor Basement Serwce Only
Commerical Outdoor X 1st Floor Pool
New Renovation 2nd Floor Hot Tub
Addition Survey Attic Garage
INVENTORY
Serwce 1 ph Heat Duplec Recpt Ceiling Fixtures HID Fixtures
Serwce 3 ph Hot Water GFCI Recpt Wall Fixtures Smoke Detectors
Main Panel A/C Condenser Smgle Recpt Recessed Fixtures CO Detectors
Sub Panel A/C Blower Range Recpt Fluorescent Fixture Pumps
Transformer Appliances Dryer Recpt Emergency Fixtures Time Clocks
Disconnect Switches Twist Lock Exit Fixtures TVSS
otne�Eq��Pme�c. 6 KW Roof Mounted Photovoltaic System to Include 24-250 W Panels,
1-ABB 5000 Inverter
Notes
Inspector Signature: Date: April 7, 2016
Electncal 81 Compliance Form.xls
D ���0�n� Version#55.3
������°SolarClt � P=�
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f��e.� �
Q �
JUL 2 2 2015
Project/Job# 1191025 BiJ]LDING DEPT.
RE: Installation Approval Letter T09VN OF SOI7THOLD
Project: Gregorio Residence
1455 Wells Rd
Laurel, NY 11948
Date of Review 3/21/2016
Permit# #40949
Date of Install 2/22/2016
AHJ Southold Town
SC Office Long Island
To Whom It May Concern,
On the above referenced project,the roof structural framing has been reviewed for additional loading due to the installation of the solar
PV addition to the roof.The structural review, including the plans and calculations only apply to the section of roof that is directly
supporting the solar PV system and its supporting elements.
The capacity of the structural roof framing directly supporting the additional gravity loading due to the solar panel supports and modules
had been reviewed and determined to be in accordance with the requirements of the 2010 Residential Code of fVY State.
I certify that the work has been completed in accordance of the provisions of the approved permits of the applicable code.
Should you have any further questions or requirements pertaining to this project, please do not hesitate to contact me.
Paul Zacher, P.E.
Professional Engineer
T: 916.961.3960 x101
email: paul@pzse.com �F NEI�j
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TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST
BUILDING DEPARTMENT � � Do you have or need the following,before applying?
TO�N HALL Board of Health
SOUTHOLD,NY 11971 4 sets of Building Plans
TEL: (631) 765-1802 Planning Board approval
FAX: (631) 765-9502 Survey
SoutholdTown.NorthFork.net PERMIT NO. � Check '
Septic Form
N.Y.S.D.E.C.
Trustees
C.O.Application
Flood Permit
Examined ,20� Single&Separate
Storm-Water Assessment Form
Contact: ��S �C'a ,�U�4Jt/�
Approved ,20� ' Mail to: ���( e i�
Disapproved a/c ga3 I��u Pkw SU1� C
��� �
� 3t� c�a5'- G&�l�
Expiration � ,20
� ���� Buil n nspe, or
--- TION FOR BUILDING PERNIIT
��� � +� �� vate c7 2a � � , 20 1�
INSTRUCTIONS
B�DIrTG DEPT.
a. This a��i������etely filled in by typewriter or in ink and submitted to the Building Inspector with 4 ;
sets of plans,accurate plot plan to sca e. ee according to schedule.
b.Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or
areas,and waterways.
c.The work covered by this application may not be commenced before issuance of Building Permit.
d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit
shall be kept on the premises available for inspection throughout the work.
e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector
issues a Certificate of Occupancy.
f.Every building permit shall expire if the work authorized has not commenced within 12 months after the date of
issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the
properiy have been enacted in the interim,the Building Inspector may authorize,in writing,the extension of the permit for an
addition six months.Thereafter,a new perrr�it shall be required.
APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the
Building Zone Ordinance of the Town of Southold, Suffolk County,New York,and other applicable Laws,Ordinances or
Regulations,for the construction of buildings,additions, or alterations or for removal or demolition as herein described.The
applicant agrees to comply with all applicable laws, ordinances,building code,housing code,and regulations,and to admit
authorized inspectors on premises and in building for necessary inspections.
— U Ct� /
Signature of applicant or n e,if a corporation)
a � /�-r �lCw �` � -
� (Mailing add s of applicant)�/���
t/
State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder
C
Name of owner of premises �-1 I �.Q_p ���c�on 6
(As the tax roll or latest deed)
If applicant is a corporation, signature of duly authorized officer
.
(Name and title of corporate officer)
Builders License No. `j�a� ��} �-}
Plumbers License No.
Electricians License No. .j� 3 3 IL(F .
Other Trade's License No. �
1. Location of land on which proposed work will be done: 1 '
� ��S '�J Q.��� 12�CJ� , 1,C1 UY`Q,� �(`f � � � `1� �
House Number Street Hamlet
County Tax Map No. 1000 Section � °�� Block � Lot
. '
Subdivision Filed Map No. Lot
2. State existing use and occupancy of premises�d int�ded u�e an occupancy of proposed construction:
a. Existing use and occupancy :�51 ,P�fl-}�
b. Intended use and occupancy
3. Nature of work(check which applicable):New Building Addition Alteration
Repair Removal Demolition Other Work ' 0(1f'j')')��,r�� .SO/�,�
(Description)
4. Estimated Cost ,� 1�,_� �ti(�_ � Fee
(To be paid on filing this application)
5. If dwelling,number of dwelling units Number of dwelling units on each floor
If garage, number of cars ,
6. If business, commercial or mixed occupancy, specify nature and extent of each type of use.
7. Dimensions of existing structures, if any: Front Rear Depth
Height Number of Stories
Dimensions of same structure with alterations or additions: Front Rear
Depth Height Number of Stories
8. Dimensions of entire new construction: Front Rear Depth
Height Number of Stories
9. Size of lot: Front Rear Depth
10. Date of Purchase Name of Former Owner
11. Zone or use district in which premises are situated
12.Does proposed construction violate any zoning law, ordinance or regulation?YES NO
13. Will lot be re-graded? YES NO Will excess fill be removed from premises?YES NO
14.Names of Owner of premises��i.S�U �L Q���Address l y�� P,I /�(• ��P?one No.l�3/�(�y�- ,���a
Name of Architect �Ct� � ���'1Q( Address�/ U i ��� �� ��'1'hone No �//!a-9�I- 3�I I P b
Name of Contractor Sr�I�/ C i-� Address a3 l� ' t Phone No./� 31� /a aS-°I�4�
15 a. Is this properly within 100 feet of a tidal wetland or a freshwater wetland? *YES NO �
* IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUIRED.
b. Is this property within 300 feet of a tidal wetland? * YES NO
* IF YES,D.E.C.PERMITS MAY BE REQUIRED.
16. Provide survey,to scale,with accurate foundation plan and distances to property lines.
17. If elevation at any point on property is at 10 feet or below,must provide topographical data on survey.
18.Are there any covenants and restrictions with respect to this property? * YES NO
* IF YES,PROVIDE A COPY.
STATE OF NEW YORK)
SS: . '
COUNTY OF_� ,
� �, �'
�J�CS,S'��'t �UU� -���(,f� V� being duly sworn,deposes and says that(s)he is the applicant
(Name of individual si ing contract)above named,
(S)He is the _�/ T��
(Con "actor,Agent,Corporate Officer,etc.)
of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application;
that all statements contained in this application are true to the best of his knowledge and belief;and that the work will be
performed in the manner set forth in the application filed therewith.
Sworn to�l�efore me this
'22 day of �2�'(�t G
NATALIE PEItA
�/ NOTARY PUBLIC,STATE OF NEW RK � � ,,�
' No.O1PE632847 Si ature of A hc `
Notary Public Qualified in Suffolk County � Pp
Commission Bxpires August 3,20�� ,�,
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54375 Main Road �x{631?765- 5(}2
� � P.O.Box 1179 G � ra�er.l7Cheft��oWf1_SOUf�O�ti.nv.us
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BUI�.DIl�TG D�'AR'TMENT '
� z�awrr oF sov�r$ox�n
� Af'P�.ICATlON �'OR ELECTRI�AL 1NSP�CTiON
� REQf1ES�'ED BY: pafe: �lo�� ,�,
Company IVame:
Name: .
License No.:
Address= -
� Phone No.:
JOBSiTE INF�RMAT(�f�: (*Indica�es requi�-ed informafion}
*Name_ 1�S �� �� f�f► � �
*Addr•ess: ���S �,3(1i1 � S t�. , �-GL�N'�� �� �� � ��
*Cross Streef_
�Phone No-_ 3 I ' � '� ' ��o`Z
Permi#No.: �
Tax•Map pistrict: �OflO . Sec'ot�: (a Bloctc_ Lo� 3 �
*BRIEF DESC�IPTION OF W�RK tPtease Print Ctea�iy) � . . -
c��^�X�-�' � l�t P�,n-�ts -
� ►�� ��1 � s
�{Please Gircle AI!�'�tat Appiy} . �
*!s job ready€or inspection: y�s/(�_/ Rough in Fna!
'�av-yoce t�eed a Temp Certi#icate: Y�S/ NO � � -
'�'e�p lnf�rmatiora ((f needed� �
�Service Size: 9 Phase 3Phase 100 '!5U 200 300 3�0 40Q Other
�d�iew Se€vice: Re-connect Underground Number of�Illeters Change of Service Overhead
Add�ionat lnformafio�: PAYMENT DEJE WtTH APPLICAT(4N
��.a�d � �� I
82=Request for fnsQec�ion Form � �� L�
�.�� j �, �
ho��pF SO(/lyol
Town Hall Annex o Telephone(631)765-1802
54375 Main Road � � Fax(631)765-9502
P.O.Box 1179
�
Southold,NY 11971-0959 0l� ��Q
Co��,�
April 21, 2016
BUILDING DEPARTMENT
TOWN OF SOUTHOLD
Solar City
923 Motor Parkway, Suite C
Hauppauge NY 11788
RE: Gregorio, 1455 Wells Rd, Laurel
TO WHOM IT MAY CONCERN:
The Following Items(if Checked)Are Needed To Complete Your Certificate of Occupancy:
f�E: Certification required from an architect or engineer stating the panels were installed to the
�`l , �roof per NYS Building Code
�d �
Application for Certificate of Occupancy. (Enclosed)
Electrical Underwriters Certificate. -
A fee of$50.00.
Final Health Department Approval.
P�U171b@fS SO�def Cel"tlf Cat@. (All permits involving plumbing after 4/1/84)
Trustees Certificate of Compliance. �Towr, rrustees#�ss-�ss2�
Final Planning Board Approval. (P�anning#765-1938)
Final Fire Inspection from Fire Marshall.
Final Landmark Preservation approval.
Final inspection by Building Dept.
Final Storm Water Runoff Approval from Town Engineer
BUILDING PERMIT - 40444— Solar Panels
° ���DbG
��as ■ i../
�=���SolarCity JUL 2 2 2016
p�ae�
B�ILAING YDEp1'.
TO�VI�i OF SOUTgOLD
July 21, 2016
Town of Southold Building Dept.
Town Hall Annex
PO Box 1179
Southold NY 11791
Dear Inspector,
I am submitting the post installation letter for:
1455 Wells Rd
Permit #40494
If there is anything else you may require of ine, please do not hesitate
to contact me at the phone number below or via email.
Regards,
��ina G���ne
Gina Capone
631-835-7394
gcapone@solarcity.com
923 Motor Parkway,Ste C Hauppauge.NY 11788 r(631)625-9800 (888)SOL-CITY F(631)234-0146 solarcity.com
A2 ROO 2�+.3i 7+�PCG_�S5d50�RnC27'.^s,��q k iG+s>sygtOd Cn ECdf.At.CT�1�CGT�iR�FLi,C 1253O5 GG#77 161��6C�EGCU02>o5,Hi C�2?i'� n,iA FifG's'.L4�2 ;�A i�.i�+l;I�n�.k,
DiJNJfitJr�tdVl-t0^o1R(',�CK�/u�t88J�",5'C„IGFiC3tR04�33-0552'PBi;C��nWCP�40i73d3,T.t1'ECL2TOGn,VJA;GI?RC'A+4.7�I5'�LAP�":•;��,5P7�,?O�;iSclaiCrr� nllr,�,�h,-,essr,<•d
;
�
5TATE OF NEW YORK
WORKLRS'COMPENSATION BOARD
CERTIFYCATE QF NYS WORKERS' COMPENSATION INSURANCE COVERAGE
1a.Legal Name&Address of Insured([Jse street address only) lb.Busmess Telephone Number of Inisared
(650)963-5100
SolarCity Carporation
3055 C[ear�iew Way Ic.NYS Unemployment Insurance Emgloyer
San Mateo,CA 94402 Registration Number of InsQred
49-892777
'WorkLocation ofInsured(Only requfredifcoverageisspedjically ld.Federal Employer ldentiGcation Number of Insured
limited to cerla3n locadions in New York Stat� f.�, a Wrap-Up or Social Security Number
Policy) Q2-0781046
2.Name and Address of the Entity Requesteng Proof of 3a. Name of Insurance Carrier
Coverage(Entity Bemg Listed as the Certificate Holder) American Zurich insurance Company
3b.Policy Number of entity listed in boz"la"
Town of Southo[d WC 0182d14-00
54375 Main Road
Sputhold,NY 11971-0959 3c. Policy e�'eclive period
9/1/15 to 9/1/16
3d. The Proprietor,Parfners or Executive Officers are
X 1riC111dCd. (Oniq check box If ell per(neis/officers imctude�
❑all excluded or certaim partners/o�cers egcluded.
This certifies that the ins�ance carrier indicated above in box"3" insures the business referencad above in box"la"for workers'
compensation under the New York State Workers'Compensation Law.(To use this form,New York(NY)must be Iisted under Item 3A
on the INFORMATION PAGE of the workers'compensation insarance pol'rcy). The Insurance Carrier or its licensed agent will send
this Certificate of Insurance to the emity listed above as the certificate holder in box"2".
The Irrsurance Carrier will also notify the crbove certificate holder withirr IO days IF a poldcy is canceled due to rrorrpay»�errt ofpremiums
or within 30 days IF there are reasone other tha�rronpayment of premiums that carlcel the policy or eliminate the insured from the
coverage indicated on thrs Certificate. (fihese notices may be sent by regu[ar mail.) Otherwis�this Certi,f icate�S validfar one year after
this form is approved by the irrsurance carrier or i[s licensed agen�or until the policy expiration date listed in box��3c';wl:�chever�S
earlier.
Please Note:Upon the cancellation of fhe workers'compensation policy indicafed on this t'orm,if the business continues to be
namerl on a permit,license or contract issned by a ceet'�f'iicate holder,the business must provide that certi5cate holder with a new
Certificate of Workers'Compensation Coverage or other authorized proof that the business is complying with the mandatory
coverage reqnirements of the New York State Workere'Compensation Law.
IInder penalty of perjury,I cerfify that I am an anthorized representative or licensed agent of the msurance carrier referenced
above and that the named insnred hae the coverage as depicted on this form.
Approved by: i,ola Kawimura
(Print name of autho' d represen 've or licensed agent of insurance carrier) '
Approved by: �J(�l��
) (nate)
Title: VP—Underwri#ins Manaser
Telephone Nunnber of authorized representative or licensed agen.t of insarance carrier: (4151538-7109
Please Note: Only irrsururrce ccnriers and their licerrsed agerrts are authorized to issue Form C-105.2. Insurmrce brokers are NOT
authoriaed to issue it.
s DATE(MMIDDIYYYY)
A`��� CERTIFICATE OF LIABILITY INSURANCE 08/14/2015
� THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS
CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES
BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED
REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER.
IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies) must be endorsed. If SUBROGATION IS WAIVED,subject to
the terms and conditions of the pollcy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the
certificate holder in lieu of such endorsement(s).
PRODUCER CONTACT
MARSH RISK& INSURANCE SERVICES NAME:
345 CALIFORNIA STREET,SUITE 1300 PHONE q�c No:
CALIFORNIA LICENSE N0.0437153 E-MAIL
SAN FRANCISCO,CA 94104 ADDRESS:
Attn:Shannon Scott 41�743-8334 INSURER(S)AFFORDING COVERAGE NAIC#
998301-STND-GAWUE-15-16 irusurtert n:Zunch Amencan Insurance Company 16535
INSURED INSURER B:AR10fIC2fl ZUfICh IIISUfBfICB COrt1(78f1y 40142
SolarCity Corporation
3055 Clearnew Way INSURER C:N/A N/A
San Mateo,CA 94402 INSURER D:
INSURER E:
INSURER F:
COVERAGES CERTIFICATE NUMBER: SEA-002681782-03 REVISION NUMBER:4
THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD
INDICATED N0TIMTHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS
CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS,
EXCLUSIONS AND CONDITIONS OF SUCH POLICIES LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS
INSR 7ypE OF INSURANCE ADDL SUBR POLICY EFF POLICY EXP LIMITS
LTR POLICY NUMBER MM/DD/YYYY MM/DD/YYYY
A X COMMERCIAL GENEw►L LIABILITr GL0018201600 09/0112015 09/01/2016 EACH OCCURRENCE $ 3,000,000
CLAIMS-MADE �OCCUR PREM SES Ea occu ence $ 3,000,000
MED EXP(Any one person) $ 5,000
PERSONAL&ADV INJURY $ 3,000,000
GEN'L AGGREGATE LIMIT APPLIES PER GENERAL AGGREGATE $ 6,000,000
POLICY❑PR� a LOC PRODUCTS-COMP/OP AGG $ 6,000,000
JECT
OTHER
SIR $ 250,000
A AUTOMOeI�LIABILIrr BAP018201700 09/01/2015 09/01/2016 COMBINED SINGLE LIMIT g 5,000,000
Ea accident
X ANY AUTO BODILY INJURY(Per person) $
X ALL OWNED X SCHEDULED BODILY INJURY(Per acadent) $
AUTOS AUTOS PROPERN DAMAGE $
NON-0WNED Per accident
X HIREDAUTOS X AUTOS
Deductible S 100,000
UMBRELLA LIAB OCCUR EACH OCCURRENCE $
EXCESS LIAB CLAIMS-MADE AGGREGATE $
DED RETENTION$ S
B WORKERS COMPENSAnON WC018201400 09/01/2015 09/01/2016 X STATurE �RH
AND EMPLOYERS'LIABILITY
A Y�N WC018201500 MA 09/01/2015 09/01/2016
ANY PROPRIETORlPARTNER/EXECUTIVE � N�A � � E L EACH ACCIDENT $ 7,000,000
OFFICERlMEMBER EXCLUDED?
(Mandatory In NH) E L DISEASE-EA EMPLOYE $ 1,000,000
If yes,descnbe under 1,000,000
DESCRIPTION OF OPER,4TIONS below E L DISEASE-POLICY LIMIT $
DESCRIP710N OF OPERATIONS/LOCATIONS/VEHICLES(ACORD 701,Addltional Remarks Schedule,may be attached if more space Is requlred)
Ewdence of msurance
CERTIFICATE HOLDER CANCELLATION
Town of Southold SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE
54375 Main Road THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN
Southold,NY 11971-0959 ACCORDANCE WITH THE POLICY PROVISIONS.
AUTHORIZED REPRESENTATIVE
of Marsh Risk&Insurance Services
Charles Marmole�o C�'"?�f�---=�
O 1988-2014 ACORD CORPORATION. All rights reserved.
ACORD 25(2014/01) The ACORD name and logo are registered marks of ACORD
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December 10,2015
RE: CERTIFICATION LETTER
Project/Job# 1191025
Project Address: Gregorio Residence
1455 Wells Rd
Laurel, NY 11948
AHJ Southold Town
SC Office ' Long Island
Design Criteria:
-Applicable Codes= 2010 Residential Code of NY State,ASCE 7-05,and 2005 NDS
- Risk Category= II
-Wind Speed = 120 mph,Exposure Category C
-Ground Snow Load = 20 psf
-MPi: Roof DL= 12.5 psf,Roof LL/SL= 19.5 psf(Non-PV Areas), Roof LL/SL= 14 psf(PV Areas)
- MP4: Roof DL= 12.5 psf, Roof LL/SL_= 19.5 psf(Non-PV Areas), Roof LL/SL= 14 psf(PV Areas)
• � • N ' ` ' �; .�}�. R� , , '., ' �, _ " ��< i
Note: Per IBC 1613.1; Seismic check,is,not�required-because S�= Q.19951 < 0.4g and Seismic Design Category(SDC) = B< D
To Whom It May Concern, °-� - ° - �� �� ��"' '
A jobsite survey of the existing framing system of the address indicated above was performed by a site survey team from SolarCity.
Structural evaluation was based on site observations and the design criteria listed above.
Based on this evaluationI certify that the existing structure directly supporting the PV system is adequate to withstand all loading indicated
in the design criteria above based on the requirements of the applicable existing buildmg and/or new building provisions
adopted/referenced above.
Additionally,I certify that the PV module assembly including all standoffs supporting it have been reviewed to be in accordance with the
manufacturer's specifications and to meet and/or exceed all requirements set forth by the ASCE 7 standards for loading.
The PV assembly hardware specifications are contained in the plans submitted for approval. Ad '' summary of the structural
review is provided in the results summary tables on the following page. � OF NEIN
� `�K' ZA�y ��p
Paul Zacher, P.E. * Q F� *
Professional Engineer
T: 916.961.3960 x101 r ' �
n � a... { �
email: paul@pzse.com �� z
„�'si,�is �
� �1365� �i
AR�FESSIONP�
3055 Clearview Way San Mateo,CA 94402 T(650)638-1028 (888)SOL-CITY F(650)638-1029 solarcity.com
AZ ROC 243771,CA CSIB 88810d,CO CC II047,CT fi1C Of32i78,DC HIC 77701-0Ofi,DC HIS 71107488,HI CT 29770,MA HIC 16R572 MD h1HiC 128948,MJ 13VHOG1G0600,
OR CCB 180a98,PA 0%7343 TX TOLR 27006,VJA GCl SOLARC'91807 W 2073 SolorQty All nQhis rosened
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, �HARDWARE DESIGN AND STRUCTURALANALYSIS RESULTS SUMMARYTABLES ,
Landscape� � ' � - Hardware-Landscape Modules'Standoff Specifications �� - `
Hardware X-X Spacing X-X Cantilever Y-Y Spacing Y-Y Cantilever Configuration �Uplift DCR �
MPi 64" 24" 39" NA Staggered 83.4%
MP4 64" 24" 39" NA Staggered 83.4%
' ' Portrait � � ' ' `' ' ,Hardware-Portrait Modules''Standoff�Specifications . - � � - �
�Hardware �- X-X Spacing X-X Cantilever Y-Y Spacing Y-Y Cantilever Configuration Uplift DCR
MP3 32" 16" 64" NA Staggered 69.5%
MP4 32" 16" 64" NA Staggered 69.5%
Structure - ' Mounting Plane Framing - Qualification Results � __
Type Spacing Pitch - Member Evaluation Results
MPl St�ck Frame @ 16 in.O.C. 20° Member Impact Check OK
MP4 Stick Frame @ 16 in.O.C. 20° Member Impact Check OK
Refer to the submitted drawings for details of information collected during a site survey. All member analysis and/or evaluation is based on frammg information
gathered on site.The existing gravity and laterel load carrying members were evaluated in aaordance with the IBC and the IEBC.
3055 Clearview Way San Mateo,CA 94402 r(650)638-1028 (888)SOL-CITY F(650)638-1029 solarcity.com
AZ ROC 243771,CA C3L8 88810A,CO EC 80A 1,CT I i1C DG32776,DC HIC 7Y 107486,DC HU^7i 10 id68,HI CT•297T0,MA H1C 168872.MD FANIC 126�48,MJ 13VHOfi7B0600,
OR CCB 780498,PA 0773d3,TX TDLA 2700�,WA GCL SOIARC'flt907�20t^u SolarCdy NI n�hl�rosorvorl
, J
STRUCTURE�ANALYSIS - LOADING�SUMMARY AND MEMBER CHECK�-.MP1 ` � � ' �
` � � '` Member Properties Summary � � - - t �
: . ._ � MP1 � ' _ ` Horizontal Member S�ans Rafter Properties '
� � • Overhang 0.82 ft Actual W 1.50"
Roof System Properties � S an 1 12.29 ft�_ .- Actual D � ` 5.50" :
Number of S ans w/o Overhan 1 Span 2 Nominal Yes
Roo�ng Material� � - - � � Com ,Roof. - S an 3� � - - � � A_, , 8.25 in."2
Re-Roof No Span 4 S,� 7.56 in.^3
PI ood Sheathin Yes � • S an,5 � I ' . ,-- . '20.80 in.^4
Board Sheathing Solid-Sheathing Total Rake S an 13.95 ft TL Defl'n Limit 120
Vaulted.Ceiling .. No PV 1 Start _ - 3.00 ft Wood S ecies . SPF -
Ceilin Finish 1/2"Gypsum Board PV 1 End 9.08 ft Wood Grade #2
Rafter Slo e ' - � 20° . - PV 2 Start � Fb � � , 875 si �f
Rafter S acin 16"O.C. PV 2 End F„ 135 psi
To Lat.Bracing � - a Full PV 3 Sfart - " - E � -1400000 si• �
Bot Lat Bracing At Supports PV 3 End Emin 510000 psi
` - " , • � . 'Member Loading Summary ` � `
Roof Pitch 5 12 Initial Pitch Ad"ust � . Non-PV Areas PV Area§
Roof Dead Load DL 12.5 psf x 1.06 13.3 psf 13.3 sf
PV Dead Load ' � • PV-DL 3.0 sf x 1.06 � � ' ' � '3Z sf
Roof Live Load RLL 20.0 psf x 0.98 19.5 psf
Live/Snow Load ` � - LL/SLl�Z 20.0_psf . x,OJ � x 0.7 14.0 psf�: 14.0 psf -
Total'Load Governin LC TL • � " 27.3 sf 30:5 sf
Notes: 1. ps=Cs*pf;Cs-roof,Cs-pv per ASCE 7[Figure 7-2] 2. pf=0.7(Ce)(C�(IS)py; Ce 0.9,Ct=1.1,I5=1.0
' Member Design Summary(per NDS) ' ' � °
Governin Load Comb CD CL + CL - � CF , � Cr
D+S ' 1.15 . 1.00 0.56 ' 1.3 .' 1.15
� - - '� Member Analysis Results Summary . .. � - � '
Governin Anal sis �a Pre-PV Demand . Post-PV Demand . Net Im act. Result ,
Gravi Loadin Check 1304 si 1173 si 0.90 Pass
' -' -- ' - - -- - - - - - - - _ - - � � - , �- . _ - ' � .
CALCULATION OF DESIGN WIND LOADS MP1 �,�_._„ �.,.,_.,__ ,W�..Y _�.._,�
Mountin Plane Information � ` � � � ` ' '
Roofing Material Comp Roof _
PV System Type __,_ �' __ _ ___.____ _�F,�„_,� SolarCiry SleekMountT"' �`;� � _� ,
Spanning Vents No ��
Standoff Attachment Hardware - ' ' � � � Comp Mount Type C.� � � � '� •
Roof Slope _ 20° .
Rafter Spacing_� � _ � - ' 16"O.C. � - • _ _ _ � �
Framin T e Direction �Y-Y Rafters
Purlin Spacing_.,_,_.._� .� X-X Purlins Only__4__�� �_i____�.:` NA � �_:,":° _ ,_ `_�
Tile Reveal Tile Roofs Only NA
Tile Attachment Systemi_��� �TIe Roofs Only�� ����� � � � V,�m NA'',y �m '� '_�����v� �~" � '�
Standin Seam ra S acin� SM Seam On NA
Wind Desi n Criteria " ' � � �
Wind Design Code ASCE 7-05
Wind Design Method�.�� _,�;�� � �'^_,,,_� _ Partially/Fully Enclosed Method W�'^_�;__`____;��
Basic Wind Speed _, V 4^ _ �p�� ^ 120 mph! � Fig. 6-1
Exposure.Cate9orY=�___�...�..�._�.,��..�� �. _____._._____�_ ��' ...._�_ _.n,....�...�.� �Section 6:5.6,3
ROOf Style T _ _ Gable ROOf � Fig.6-11B/C/D-14A/B
Mean Roof Hei ht � � - h ' ' � V ' '25 ft . ' � , �Section�6.2
Wind Pressure Calculation Coefficients � ' �
Wind Pressure Exposure _��� Yr � K?�_,�, _�__�i�T 0.95 �^ ���T Table 6-3
Topographic Factor _�_ �__ ICrt_,�_,�� ___�___`W_ _T.00 l _���:._�___�___ ~Section 6.5J
Wind Directionality Factor �I<d T__��M 0.85 � Table 6-4 �
Im ortance Factor� � ����I � � � �T � -�� 1.0''� � �� ' ���� ~' 'fable 6-1 '�
Velocity Pressure qh qh = 0.00256(Kz)(Kzt)(Kd)(V^2)(I) Equation 6-15
29.6 sf
` . ,Wind Pressure ` ' �
Ext. Pressure Coefficient U GC � -0.88 Fig.6-116/C/D-14A/B
Ext. Pressure�Coefficient Down GC ooW„ 0.45 - � Fig.6-116/C/D-14A/s
Desi n Wind Pressure p= qh(GC) Equation 6-22
Wind Pressure U - „ • -26.0 psf ° •
Wind Pressure Down o � - 13.4 psf �
,.._��_��____—.4 __._._.� , ---- - �--' � . - , - --- -
�ALLOWABLE STANDOFF SPACINGS �_ �_4���__�.__����_'_ �_ ��.��__�_.,�� ���„ ��Y]
X-Direction, " Y-Direction _
Max Allowable Standoff Spacing Landscape 64" 39"
Max Allowable_Cantilever�____ Landscape����,�� '�__�_ 24" ��_�_W_ �NA �
Standoff Confi uration Landsca e Staggered
Max Standoff Tributary Area�v_�.a , _ Trib M, d� ____° 17 sf. � ���_ " �
PV Assembly Dead Load W-PV 3.0 psf �
Net Wind Uplift at Standoff �'� �. .T_actual— ' __,__�„_�. -417.Ibs __e___; . _«___,
Uplift Capacity of Standoff T-allow � 500 Ibs
Standoff Demand Ca aci T� � DCR �� � - - 83.4%. � ' '� ��'�' �
� X-Direction. - � ��Y=Direction
Max Allowable Standoff Spacmg__�mm,_�_�Portrait 32" 64"
Max Allowable Cantilev_er�u_.�d_ Portrait�� __ � ' �"��T'��� "�^16"' ..'�.�� �� '� �P' '�NA�._�
Standoff Confi uration Portrait Staggered
Max�Standoff Tr.itiutary Ar'ea_..�_�:___ ___.-� Trib __�._.�v...�..r:�_.._�___:_._,_e.__ 14 sf'�_._'�__�.....�...�,�...�.�__� :Y._�,.,_'�M_r_
PV Assembly Dead Load W-PV 3.0 psf
Net Wind Uplift at'Standoff , ._ � �T-actual _�:_ ����w.�348 Ibs._��;�__�_,_w� ��
Uplift Capacity of Standoff T-allow 500 Ibs
Standoff Demand Ca aci " - ��DCR � - ' ° -69.5% , - - '
, "
�STRUCTURE ANALYSIS- LOADING SUNIMARY AND MEMBER CHECK- MP4�� _�� ��]
Member Properties Summary �
MP4 Horizontal Member Spans Rafter Properties
- Overhang 0.8Z ft Actual W 1.50"
Roof stem Pro erties S an 1 �14.17 ft Actual D 5.50"
Number of S ans w/o Overhan 1 Span 2 Nominal Yes
Roo�ng Material Com Roof S an 3 - - A � 8.25 in.^2 ,
Re-Roof No S an 4 Sx 7.56 in.^3
PI ood Sheathin ' � � Yes � S an 5 I , 20.80 in.^4
Board Sheathing Solid-Sheathing Total Rake S an 15.95 ft TL Defl'n Limit 120
Vaulted Ceiling No PV 1 Start 1.33 ft Wood S ecies SPF
Ceilin Finish 1/2"Gypsum Board PV 1 End 10.42 ft Wood Grade #2
Rafter Slope � 20° PV 2 Start � Fb � 875 si
Rafter S acin 16"O.C. PV 2 End F„ 135 si
Top Lat Bracing - Full PV 3 Start ' ' E 1400000 psi
Bot Lat Bracing At Supports PV 3 End Em�� 510000 psi
'Member Loading Summary . � �
Roof Pitch ' S/12 Initial Pitch Ad'ust Non-PV Areas , PV Areas
Roof Dead Load DL 12.5 psf x 1.06 13.3 sf 13.3 sf
PV Dead Load PV-DL 3.0 psf x 1.06 � � 3.2 sf
Roof Live Load RLL 20.0 sf x 0.98 19.5 sf
Live/Snow Load 'LL/SLl�Z 20.0 psf � x 0.7 �x 0.7 14.0 psf �� , 14:0 psf
Total Load Governin LC TL 27.3 sF 30.5 sf
Notes: 1. ps=Cs*pf;Cs-roof,Cs-pv per ASCE 7[Fgure 7-2] 2. pf=0.7(Ce)(C�(IS)p9; Ce=0.9,Ct=1.1,I5=1.0
Member Design Summary(per NDS)
Governin Load Comb CD CL + CL - CF Cr
D+S - , 1.15 1.00 0.49 1.3 ' ' 1.15
Member Analysis Results Summary �
Governin Anal sis Pre-PV Demand Post-PV Demand Net Im act Result
Gravi Loadin Check 1736 si '1573 si 0.91 Pass
i M
L �
�CALCULATION OF�DESIGN�ININD LOADS=MP4 ''' � - ' `F� .�..� � "_' '_ .`�
Mountin Piane Information � � ` ° - ° ' � '
Roofing Material Comp Roof
PV System Type __��;� ,..,w__,�__�_ __� _ � Sola'rCity SleekMountT"! __ _�a - ' 'y �
Spanning Vents No �
Standoff Attachment Hardware ' � ' Comp Mount Type C - � ` �
Roof Slope Z�°
Rafter Spacing � � ' - • 16"O.C. - •�
Framin T e Direction �Y-Y Rafters
Purlin;Spacing .. ._._ _ _ ____.'_X.�1X Purlins Only� �_,;_ . .�_,______, NA , ' ,�___ - -
Tile Reveal Tile Roofs Only NA
Tle Attachment System ���' _ -Tie Roofs Only, w��'�' ��NA P M�� ' � ' �J� '
Standin Seam ra S acin SM Seam On NA
Wind Desi n Criteria ; � � � �
Wind Design Code � K__ �^� ASCE 7-05 ��� �m
Wind Design Method .,�,�,_.____�_ �,__ _��_` _��Partially/Fully Enclosed Method'�_ _
Basic Wind Speed ___ V �Y� �^M � 120 mph Fig.6-1��
Exposure Cate9o[Y_.�_ __.� __�__.____ .__.___.__�.�.._._,�.� �� �____._,_._.___ __. _ Section�6.5.6�3
Roof Style Gable Roof � Fig.6-116%C/D-14A/B
Mean Roof Hei ht ; ' � h� � ' ' 25 ft - ' Section•6.2
Wind Pressure Calculation Coefficients � �
Wind Pressure Exposure _ � _ � KZ __��� 0.95 � � Table 6-3
Topographic Factor � � �v � Krt��� . ' _ ��_�_. 1.00'-'.• _=_-R _._.. � Section 6.5J �
Wind Directionality Factor �_ ,_ICd � _ _�� 0.85 �� � Table 6-4 �r
Im orta�nce Factor�� ` ' - I� � - . 1.0 '" � � - �..Table 6-1
Velocity Pressure qh qh= 0.00256(Kz)(Kzt)(Kd)(V^2)(I) Equation 6-15
29.6 sf
w ` Wind Pressure �
Ext. Pressure Coefficient U GC � -0.88 F�g.6-116/C/D-14A/B
Ext. Pressure Coefficient Down '� � GC Down 0.45 - � . Fig:6-116/C/o-i4A/B
Desi n Wind Pressure p= qh(GC) E uation 6-22
Wind Pressure U „� � -26.0 psf � - .
Wind Pressure Down 13.4 psf "
ALLOWABLE STANDOFF SPACINGS�_�_�'�_�_��� _�, _`a�_�_�__���,_����'�
._._. _.�.._ __,.�._ �:,
X-Direction � Y=Direction
Max Allowable Standoff Spacing_ Landscape�� 64" _T 39"
Max Allowabte Cantile_v_er�.____,__.� � Land'scape ,��, �_�- 24"'�^�,M�_��w� NA
Standoff Confi uration Landscape Staggered �
Max Standoff T'ributary Area� _ __ ` Trib„_� ____� � 17 sf __�^.��^ ' '
PV Assembly Dead Load W-PV _ 3.0 psf
Net Wind,Uplift at�St_andoff �_,�� T;T_actual_- .. � __. _.� ,;,_��; -417TIbs�,�,y^_�� ��_ _��_.
Uplift Capacity of Standoff T-allow � 500 Ibs
Standoff Demand Ca ac' � ` �DCR � � ' � 83.4°%�� ' ' ' � �
• � X-Direction Y-Direction . �
Max Allowable Standoff Spacing��_�_Portrait 32" 64"
Max Allowable.�Cantilever .� " - _ Portrait—�--~__ _ �.�_.�._` �_,___..u_.._.__16"_�«'������ _ �_ ,_,_° .NA �-��
Standoff Confi uration � Portrait � Staggered
Max Standoff_T[ibutary Area_____._._.�_�...._Trib .._w_w„� _�....,,_�,,:_�.�..__w..._._�.,�,_.�14 sf ._�� „�_y_�:_..�:w.._.. �___�.�:«__..� '
PV Assembly Dead Load W-PV 3.0 psf
Net Wind Uplift at Standoff '_ ' � _ T-actual_ ����,�_� -348:Ibs �,�- �'�^ arµ��,_
Uplift Capacity of Standoff � T-allow � 500 Ibs
Standoff Demand Ca aci � � DCR � � � � 69.5% - � AM = ��
�
° '� , A�BREVIP►TIONS ELECTRICAL NOTES JURISDICTION IVOTES -
A AMPERE 1. THIS SYSTEM IS GRID—INTERTIED VIA A
AC ALTERNATING CURRENT UL—LISTED POWER—CONDITIONING INVERTER. ��������Q�
BLDG BUILDING 2. THIS SYSTEM HAS NO BATTERIES, NO UPS. 01�t]�[�[�(��'��� �[�QM�G�C��D �������8�� ���° ����� ��
CONC CONCRETE 3. A NATIONALLY—RECOGNIZED TESTING . ��� ���� S�A�� � �O1�i/Iv CODE�
DC DIRECT CURRENT LABORATORY SHALL LIST ALL EQUIPMENT IN �� G����9�R�D �P�R� COVv�9`YIOR�S OF
EGC EQUIPMENT GROUNDING CONDUCTOR COMPLIANCE WITH ART. 110.3. _
(E) EXISTING 4. WHERE ALL TERMINALS OF THE DISCONNECTING AP ����� �� ����� ���.�
EMT ELECTRICAL METALLIC TUBING MEANS MAY BE ENERGIZED IN THE OPEN POSITION, �
FSB FIRE SET—BACK A SIGN WILL BE PROVIDED WARNING OF THE �
GALV GALVANIZED HAZARDS PER ART. 690.17. ' DATE: Ei.P.#
GEC GROUNDING ELECTRODE CONDUCTOR 5. EACH UNGROUNDED CONDUCTOR OF THE ' FEE: ' � BY: S
GND GROUND MULTIWIRE BRANCH CIRCUIT WILL BE IDENTIFIED BY ' ���
HDG HOT DIPPED GALVANIZED PHASE AND SYSTEM PER ART. 210.5. NOTIFY �UILDING QEPAR — ` AT
I CURRENT 6. CIRCUITS OVER 250V TO GROUND SHALL 765-1802 8 ANl TO 4 P(� FOR TH�
Imp CURRENT AT MAX POWER COMPLY WITH ART. 250.97, 250.92(B). FOLLOVVING IRSPE�i IONS:
Isc SHORT CIRCUIT CURRENT 7. DC CONDUCTORS EITHER DO NOT ENTER 1. FOUNDA�I��! � T�`s�0 RE�tU�PE�
kVA KILOVOLT AMPERE BUILDING OR ARE RUN IN METALLIC RACEWAYS OR FOR �GURFD�CONCRE i E
kW KILOWATT ENCLOSURES TO THE FIRST ACCESSIBLE DC 2, ROUGH � FRA�,iING & PLUfvialN.�a ������(�I�� �r�
LBW LOAD BEARING WALL DISCONNECTING MEANS PER ART. 690.31(E). 3. INSULATION ��2 �� n n����2�P
MIN MINIMUM 8. ALL WIRES SHALL BE PROVIDED WITH STRAIN 4. FINA� � CONS i R�sGT!^N P11US! !S � dr' Bo
(N) NEW RELIEF AT ALL ENTRY INTO BOXES AS REQUIRED BY BE CO��iPLETE F�� C.O. pp
NTST NOTTTOLSCALE gL LISMODULE FRAMES SHALL BE GROUNDED AT THE - ALL C4l�JSTRUGTION SNl�LL f���T THE �����1�'� ����D�o����
PL PROPERTYRLINE MANUFACTURERAU�ING UL�LISTED GROUNDING YO�Ki STATET N�T RE�PQNSiBLE FOR �� ���������
P01 POINT OF INTERCONNECTION HARDWARE. DESIGN 09 C�VSTRUCTlOh ER(�ORSe
PV PHOTOVOLTAIC 10. MODULE FRAMES, RAIL, AND POSTS SHALL BE
SCH SCHEDULE BONDED WITH EQUIPMENT GROUND CONDUCTORS. RETAIN STORM W�TER RUPJOFF
S STAINLESS STEEL PIiRSUANT TO CHAPTER 236
STC STANDARD TESTING CONDITIONS - OF THE TOWN CODE.
TYP TYPICAL -
UPS UNINTERRUPTIBLE POWER SUPPLY
V VOLT
Vmp VOLTAGE AT MAX POWER VICINITY MAP INDEX
Voc VOLTAGE AT OPEN CIRCUIT
� W WATT - "" -
3R NEMA 3R, RAINTIGHT _ - `'= PV1 COVER SHEET
f � � ' _ PV2 SITE PLAN
�� ,-25 -- PV3 STRUCTURAL VIEWS
PV4 UPLIFT CALCULATIONS
LICEIVSE GENERAL NOTES � _ Cut heets AttalNh�DIAGRAM
1. ALL WORK SHALL COMPLY WITH THE 2010 , � ' '
R.C.N.Y.S. � �• •
2. ALL ELECTRICAL WORK SHALL COMPLY WITH � . .
" THE 2008 NATIONAL ELECTRIC CODE. ��
W�
1
1
� �
MODULE GROUNDING METHOD: * ��
AHJ: Southold Town ' i REV BY DATE COMMENTS
� REV A NAME DATE COMMENTS
� - x * � *
« : * *
UTILITY: PSE&G—Long Island (Public Service Electric " ' - '
. , _ *
& Gas Co.) 1 i s . • — • � . �' -
. . * �
PREMi�OYMER: - DESCRIPiIIXd: DESIGN:
CONFl�ENTIAL- THE INFORMATION HEREIN JOB NUM�R: J B-11910 25 0 0 ���lr ■
CONTAINED SHALL NOT BE USED FOR THE GREGORIO, ELISEO GREGORIO RESIDENCE �ynn McKinlay -- =5olarCit�
NORESHALL ITNBENDISCL�D N NMOLE RCIN Mou"n"c s�m'': 1455 WELLS RD 6 KW PV ARRAY '��� �
PART TO OIHERS OUTSIDE 7HE REqPIFNT'S Comp Mount Type C
ORGANIZATION, D(CEPT IN CONNECTION WITH �+���5� LAUREL, NY 11948
THE SALE AND USE OF THE RESPECIIVE (24� CANADIAN SOLAR # CS6P-250PX 3055 qearview Way
SOLARqTY EQUIPMENT, WIiHOUT THE WRITfEN PAGE NAME: SHEEL• REV: DATE: San Afateo, CA 94402
PFRMISSION OF SOLARCITY INC. W��' 631 644-3572 q i:(650)638-1028 F:(650)638-1029
ABB PVI-5000-0UTD—US—Z—A � ) COVER SHEET PV I �Z��O�ZO�S_ (888)-SOL-qTY(765-2489).xww.solarcity.com-
• PITCH: 20 ARRAY PITCH:20
� . MP1 AZIMUTH:120 ARRAY AZIMUTH: 120
MATERIAL:Comp Shingle STORY: 2 Stories
Front Of House
PITCH: 20 ARRAY PITCH:20
MP4 AZIMUTH:210 ARRAY AZIMUTH:210
' MATERIAL:Comp Shingle STORY: 2 Stories
. pF NEI�i
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Inv
i � � ; i QQ (E) UTILITY METER & WARNING LABEL
� �_� � AC
`----' INVERTER W/ INTEGRATED DC DISCO
- � � �nv & WARNING LABELS
' 0 DC DISCONNEGT & WARNING LABELS
� � AC DISCONNECT &�WARNING LABELS
� A � DC JUNCTION/COMBINER BOX & LABELS
�
a�,� M P4 � �
ZI�, _� Q° DISTRIBUTION PANEL & LABELS
� 4�7�dY��
�c LOAD CENTER & WARNING LABELS
O �
� O DEDICATED PV SYSTEM METER
� Q STANDOFF LOCAl10NS
� CONDUIT RUN ON EXTERIOR
��� CONDUIT RUN ON INTERIOR
D GATE/FENCE
Q HEAT PRODUCING VENTS ARE RED
r,��
�� '� INTERIOR EQUIPMENT IS DASHED
L_�J
SITE PLAN �
�
Scale: 1/8" = 1'
01' 8' 16' �
S
CONFlDENTIAL— THE INFORMATION HEREIN JOB NUMBER: P����� DESCRIP110N: DESGN:
CONTAINm SHALL NOT BE USED FOR 1HE JB-1191025 0� GREGORIO, ELISEO GREGORIO RESIDENCE Lynn McKinlay ''`a''SolarCit
BENEFlT OF ANYONE D(CEPT SOLARCITY INC., IAWNiING SY57EM: ���.t
NOR 9iALL IT BE DISCLOSED IN WHOLE OR IN Com Mount T e C 1455 WELLS RD 6 KW PV ARRAY ►�� m
PART TO OiHERS WTSIDE THE REqPIENi'S ��u� � LAUREL NY 11948
ORGANIZAiION, D(CEPT IN CONNECTION WI1H � 3055 qe�vtew Way
iHE SALE ANO USE OF 1HE RESPECTIVE (24) CANADIAN SOLAR # CS6P-250PX
SOLARqN EQUIPMENT, WITHOUT THE WRITiEN PAGE NAME SHEEE REV: DAIE San Mateo,CA 94402
PERMISSION OF SOLARCITY INC. �N��' 63� 644-3572 P`/ 2 �Z �� 2��5 888.(650)638-1028 F:(650)638-1029
ABB PVI-5000-OUTD-US-Z-A � ) SITE PLAN � / / ( )-so�-a1r(�ss-sass)�,.eom��ty.�
S1
S1 �
»
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4"
0 14'-2" 0 12'-3" ,
(E) LBW (E) LBW -
SIDE VIEW OF MP4 NTS SIDE VIEW OF MP1 NTS
D A
MP4 X-SPACING X-CANTILEVER Y-SPACING Y-CANTILEVER NOTES MP1 X-SPACING X-CANTILEVER Y-SPACING Y-CANTILEVER NOTES
LANDSCAPE 64" 24" STAGGERED LANDSCAPE 64�� 24�� STAGGERED ,
PORTRAIT 32" 16" PORTRAIT 32�� 16��
RAFTER 2X6 @ 16" OC ARRAY AZI 210 PITCH ZO STORIES: 2 RAFTER 2x6 @ 16�� OC ARRAY AZI 120 PITCH 20 �TORIES: 2 ,
C.J. 2x6 @16" OC Comp Shingle C.J. 2X6 @16" OC Comp Shingle
PV MODULE '
5/16" BOLT WITH LOCK ' INSTALLATION ORDER
& FENDER WASHERS
LOCATE RAFTER, MARK HOLE
ZEP LEVELING FOOT (1) LOCATION, 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. �
(1)
(E) ROOF DECKING U �2) � INSTALL LAG BOLT WITH
5/16" DIA STAINLESS (5) �5� SEALING WASHER. pF NEVy
STEEL LAG BOLT LOWEST MODULE SUBSEQUENT MODULES INSTALL LEVELING FOOT WITH ,� K' Zq�yy��
WITH SEALING WASHER �6� BOLT & WASHERS. * 2 `°� *
(2-1/2" EMBED, MIN)
r �
(E) RAFTER STANDOFF � �` - W
S 1 ..�.,,,� _
Scale: 1 1/2" = 1' �p�9�365�P�•�=
�FESSI�N
CANFlDEN7IAL— 1HE INFORMAiION HERQN JOB NUMBER: PREh11SE ONNER: OESCPoPTION: DE9GN:
CONTAINED SHALL NOT BE_USm FOR 1HE J B-1191025 00 ����a
GREGORIO, ELISEO GREGORIO RESIDENCE Lynn McKinlay -- �SolarCity
BENffIT OF ANYONE EXCEPT SOLARCITY INC., NWNIINC SYSIEAI: �.��
NOR SHALL IT BE DISCLOSED IN WHOLE OR IN Com Mount T e C 1455 WELLS RD 6 KW PV ARRAY � r�� m
PART TO OTHERS OUi51DE 1HE REqPiENTS P �
oRcnNiunaa, D(CEPT IN CONNECTION WI7H Moou�s: LAUREL, NY 11948 3055 qeaMew Way ,
THE SALE AND USE OF THE RESPECTIVE (24) CANADIAN SOLAR # CS6P-250PX
SOLARCIiY EQUIPMENT, WITHOUT iHE WRITTFN PAGE NIWE SHEEL• REV: DAiE: Smi,Mateo,CA 94402
PERMISSION OF SOLARqTY INC. �N��' 63� 644-3572 PV 3 �z �0 2o�s T:�65°�6�-,°28 F:cs��6�-,°�
ABB PVI-5000—OUTD—US—Z—A � ) STRUCTURAL VIEWS / / (888)—SOL—qTY(765-2489)www.sdarcity.com
� • � . UPLIFT CALCULATIONS
SEE SEPARATE PACKET FOR STRUCTURAL CALCULATIONS.
r
J B-11910 2 5 �� PREAIISE OWNER: DESCPoPiION: DESIGN:
CONFlDENTIAL— 1HE INFORMAiION HERQN JOB NUMBfR: \\�,�SolarCity
CONTAINED SHALL NOT BE USED FOR THE GREGORIO, ELISEO GREGORIO RESIDENCE Lynn McKinlay �_`�:a
BENEFlT OF ANYONE EXCEPT SOLARCITY INC., MWN7ING SYSIEM. ����
NOR SHALL IT BE DISIX.OSED IN WHOLE OR IN Comp Mount Type C ' 1455 WELLS RD 6 KW PV ARRAY
PART TO OTHERS OUi51DE 1HE REpPIENTS M��� � LAUREL NY 11948 -
ORGANIZA710N, EXCEPT IN CONNECTION WII7H � 3055 qearview Way
THE SALE AND USE OF THE RESPEC7IVE (24) CANADIAN SOLAR # CS6P-250PX PAGE NAME �iEET: REV: DAIE: San Mateo,CA 94402
SOLARCITY EQUIPMENT, WIIHOUT THE WRITIEN �N��: T:(650)638-1028 F.(650)638-1029
PERMISSION OF SOLAftCITY INC. ABB Pv�—S000—ou�—us—z—a � (631) 644-3572 UPLIFT CALCULATIONS PV 4 i2/�o/20�5 ceea�-��-�n c�6�-2�9�Nww.sdaraty.com
' GROUND SPECS MAIN PANEL SPECS GENERAL NOTES INVERTER SPECS- MODULE SPECS LICENSE
BOND�N) #8 GEC TO (N) GROUND ROD Panel Number: Inv 1: DC Ungrounded INV 1 -(1)ABB # PVI-5000-OU1D-US-Z-A LABEL: A -(24)CANADIAN SOLAR � CS6P-250PX
AT PANEL WITH IRREVERSIBLE CRIMP Meter Number:64009391 - FCI Inverter; Zigbee 5000W, 240V, 96.5� PV Module; 250W,' 229.6W PTC, 40mm, Black Frame, MC4, ZEP Enabled
Underground Service Entrance INV 2 Voc: 37,2 Vpmax: 30.1 �
� INV 3 � Isc AND Imp ARE SHOWN IN THE DC STRINGS IDENIIFIER
E 200A MAIN SERVICE PANEL
E 200A/2P MAIN CIRCUIT BREAKER - - ADJUST MIN. ACTIVATION VOLTAGES! SolarCity
(E) WIRING CUTLER-HAMMER IC1V21"C21' 1 IND 4 A i
200A/2P Disconnect , 5 qgg oc+ Vstart= 178V
• PVI-500o-OUTD-US-Z-A �c- MP1: 1x6
� (E) LOADS B - Ecc ___�
------------ -- --- -- -----------------
zaov r--------- - Z _
�� �z oc+ � oc, Vstart= 200V
• . �
N DG I 3 �'
3OA�ZP ---- GND -------------------- EGCI oc. c+ MP4: 2x9 �
� A I ----------------- - GEC ---�� pG G
I
" B I
- GND __ EGC--- ---------
------------- --♦----- --- ------------------�
� I �
I
� , (1)Conduit Kit; 3/4°EMT .
N � -
I
I ,
EGC/GEC _� _
o --- •
Z Z -
�
___ GEC __� ,
TO 120/240V � - J
SINGLE PHASE �
Ui1LITY SERVICE - j
i
i
i
�
EGC ON ROOF TO BE ROUTED WHERE NOT SUBJECT TO
, PHYSICAL DAMAGE. WHEN ROUTED SUBJECT TO PHYSICAL
DAMAGE THE SIZE MUST BE INCREASED TO #6 SOLID BARE
COPPER.
Voc* = MAX VOC AT MIN TEMP
POI ����UARE D (�HqM230 PV BACKFEED BREAKER 6 (1)CUTLER-HAMMER �DG221UR8 /�� A (1)SolarCity 4 STRING JUNCiION BOX DC
Breaker, 30A/2P, 2 Spaces Discannect; 30A, 240Vac, Non-Fusible, NEMA 3R �-�� 2x2 SiR�GS, UNFUSED, GROUNDED
-(i)Gro�qd Ro� -(1)W TLER-�IAMMER.(�DG030NB _
5 8 x 8, Copper Ground/Neutral Icit, 30A, General Duty(DG)
�'�' � py�#�p, 7F{y�-y,g�a� 1 AWG�10, 7HWN-2, Black Voc* =380.33VDC Isc =17.74 ADC � 2 AWG�10, PV�re, 600V, Bladc Voc* =253.56VDC Isc=8.87 ADC
OI�F(1)AWG y10, THWN-2,Red ' O � (1)AWG�10, THNM-2,Red Vmp =270.9 VDC Imp=16.6 ADC O�ca,h(1)AWG�}6, Solid Bare Copper EGC Vmp =180.6 VDC Imp=8.3 ADC �
L=L(�)AWG�10, iHWN-2, White NEUTRAL Vmp ='240 VAC Imp=23 AAC (1�AWG�10, THHN/iHWN-2, Green EGC LJ "
-(1?AWG#8, THWN-2, Qeen EGC/GEC-{1)Conduit Kit; 3/4°EMT (1)AWG�10, THWN-2, Black Voc* =253.56VDC Isc =8.87 ADC (4}AWG�10, PV wre, 600V, Bladc Voc* =380.33VDC Isc =8.87 ADC
- O � (1)AWG�10, THWN-2, Rad ` Vmp =180.6 VDC Imp=8.3 ADC O � (1)AWG�}6, Solid Bare Capper EGC Vmp =270,9 VDC Imp=8.3 ADC
. , (1)AWG�10, THHN/1HWN-2, Green EGC _ , , . .
J B-11910 2 5 0 0 PRENISE OWNER: OESCRIP710N: DESI(�I:
CONFlDENTIAL- THE INFORMATION HEREIN JOB NUMBER• \\/ �SOIV�CI� m
CONTAINED SHALL NOT BE USED FOR 1HE GREGORIO, ELISEO GREGORIO RESIDENCE Lynn McKinlay �:�'r ' �
BENEFlT OF ANYONE EXCEPT SOLARCIiY INC., MWNIING SYSIEM: �����
NOR 91A11 IT BE UISCLOSED IN W1i0LE OR IN Comp Mount Type C 1455 WELLS RD 6 KW PV ARRAY �
PART TO OiHERS OUTSIDE hIE REqPIENT'S ��u�s: LAUREL NY 11948
ORGANIZATION, IXCEPT IN CONNECTION WITH � 3055 Cle�view Way
7HE SAI.E AND USE OF hIE RESPECTIVE (24) CANADIAN SOLAR # CS6P-250PX g{�: �y; pp7E; San Mateo,ca saaoz
SOLARCIN EQUIPMENT, WI7HOUT THE WRITiEN �N��, PACE NAME i:(650)638-1028 F:(650)638-1029
PERMISSION OF SOLARGTY INC. ABB PVI-5000-OUTD-US-Z-A (631� 644-3572 THREE LINE DIAGRAM PV 5 12/10/2015 �see�-so�-arr t�ss-2�ss��.Saia.��ty.�
WARNING:PHOTOVOLTAIC POWER SOURCE "� � " � "� ' ' ' � � � �
WARNING ' '• WARNING '
- ..-
�� ELECTRIC SHOCK HAZARD �� ELECTRIC SHOCK HAZARD
'�� DO NOTTOUCH TERMINALS '�� THE DC CONDUCTORS OF THIS '��
_�- � _ � TERMINALS ON BOTH LINE AND PHOTOVO�TAIC SYSTEM ARE • � �
PHOTOVOLTAIC DC � LOAD SIDES MAY BE ENERGIZED UNGROUNDEDAND
••_ IN THE OPEN POSITION M,4Y BE ENERGIZED �� � �
DISCONNECT -
.•�
_.- . .
_�_ � _ � P-HOTOVOLTAIC POINT OF ��
MAXIMUM POWER-_ INTERGONNECTION _
A � WARNING: ELECTRIC SHOCK ��
POINT CURRENT(Imp) ._ • . • �
MAXINIUM POWER- �� HAZARD.DO"NOT TOUCH • � • �
POINT VOLTAGE(Vmp)_v .•1 TERMINALS.TERMINALS ON
MAXINIUM SYSTEM BOTH THE LINE AND LOAD SIDE
VOLTAGE(Voc)_v MAY BE ENERGIZED IN THE OPEN
SHORT-CIRCUIT POSITION. FOR SERVICE
CURRENT Qsc)_A DE-ENERGIZE BOTH SOURCE
AND MAIN B'REAKER.
PV POWER SOURCE
MAXIMUM AC _ A
OPERATING CURRENT
MAXIMUM AC V
_�- � _ � ORERATING VOLTAGE _
WARN I NG. '
- ..-
ELECTRIC SHOCK HAZARD ���
IF A GRQUND FAULT IS INDICATED
NORMALLY GROUNDED _�- • _ •
CONDUCTORS MAY BE CAUTION ��
UNGROUNDED AND ENERGIZED
DUAL POWER SOURCE '- •�-
SECOND SOURCE IS �.� �, � ,
PHOTOVOLTAIC SYSTEM
.�- • . •
WARNING '
ELECTRICAL SHOCK HAZARD
DO NOT TOUCH TERMINALS '�� CAUTI O N �• •�• •
TERMINALS ON BOTH LINE AND '- •.-
LOAD SIDES MAY BE ENERGIZED PHOTOVOLTAIC SYSTEM ��, �� �
IN THE OPEN POSITION CIRCUIT IS BACKFED
DC VOLTAGE IS
ALWAYS PRESENTINHEN
SOLAR MODULES ARE
EXPOSED TO SUNLIGHT
.�- • •
WARNING '•
..-
INVERTER OIJTPUT
-•- • � • CONNECTION '�� '� '
PHOTOVOLTAIC AC � �� DO NOT RELOCATE � � � �
DISC.ONNECT � •'" THISODEVICERRENT • .
�.� • • - C•
� � � • -
� � � • -
- • • •
.�- • . • - - -• _ -• � � • -
MAXIMUM AC A ' '� •_• - -
OPERATING CURRENT _ - ��- _ _
MAXINIUM AC
OPERATING VOLTAGE _ � ��� � �� �� � � �
v �� r � r � � � �� �• � .-.
:� � � a r � ••« �• � � . � � -
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'�$OldfClty Z�epSolar Next-Level PV Mounting Technology '�'SolarCity Z�epSolar Next-Level PV Mounting Technology
Components - � �
. Zep System - � ���'' � -- , . - - - .- . �. - - _ -
for composition shingle roofs � 'y ' ���,.-r�
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8roundZe Inlc�lock �y.vdas�mwnl � , - �� �' Y'"�`��~~,�
v Part No 850-1172
_ __�_.J.._. LevelingPoot ' � ETLhSted t0 UL467 ` " �"-^,a ' �
� . . % R_ ~� � - , ' � +1 �"'y �'�ti�
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'� Zep ComDaNble PV Module � \ � '
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RoafAttachment 9 " � - ` . ` .- � , ''j.
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n�mysai�e Comp Mount ��� � _.,;.� -
Part No.850-1362
�sted to UL 2582
4� �_,,�-= Moun6ng Block Listed to UL 2703
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N °�F Description ,, ��,�U,,;-: -
•� / v : PV mounting solution for composition shingle roofs = ��;'i� w
A �'" Works with all Zep Compatible Modules ` -
c�MPP� • Auto bondmg UL-listed hardware creates structural and electrical bond --"
• Zep System has a UL 1703 Class"A"Fire Rating when installed using modules from
any manufacturer certified as"Type 1"or"Type 2"
�L uSTEo Interlock Ground Zep V2 DC Wire Clip
Specifications Part No.850.1388 Part No.850-1511 Part No.850-1448
Listed to UL 2703 Listed to UL 467 and UL 2703 Listed to UL 1565
- • Designed for pitched roofs
• Installs in portrait and landscape onentations
• Zep System supports module wind uplift and snow load pressures to 50 psf per UL 1703 �"��
- Wind tunnel report to ASCE 7-05 and 7-10 standards , �
, • Zep System grounding products are UL listed to UL 2703 and UL 467 ,.
• Zep System bonding products are UL listed to UL 2703 � �
• Engineered for spans up to 72"and can�levers up to 24" .
• Zep wire management products listed to UL 1565 for wire positioning devices
• Attachment method UL listed to UL 2582 for Wind Driven Ram
, Array Skirt,Grip, End Caps
Part Nos 850-0113,850-1421,
- _ 850-1460,85a1467
zepsolar.com zepsolar.com : Listed to UL 1565
This document does nol c2ata any express warranty by Zep Solar or about its products or sernces Zep Sotar's sota wartanty is contained m ihe wrAlen product warranty for This document does not create any express warranty by Zep Salar or about its products or sernces Zep Sdar's sole wartanty is contained in ihe wntten produd warranly for
each product The end-user documentahon shipped vnth Zep Solar's products consLtutes the sole specifirahons referted to in the product warrenty The customer is solely each product The end-user documentahon shipped vnth Zep Solar's products conshiutes the sole speafica6ons referted to in the praduct warranty The wstomer is solely ,
- responsible for venrymg the smtabdiry of ZepSolar's producLs for each use SpecfiraLons are sub�ect to change wnthout noLce Patents and Apps zspats com responsible for venfymg the sudabdity of ZepSolar's products for each use Speaficahons are sub�ect to change vnlhout noGce Patents and Apps zspats com
Document#800-1890-0Ot Rev A Date last exported: November 13,2015 2 23 PM Document#800-1890-001 RevA Date lasl exported November 13,2015 2 23 PM
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� e��dg 5;�n ��� CS6P-2351240/245%250/255PX �
-- -- �- --- - - , N �F<a�oe_ ,r �� CanadianSolar
. �, ktih�oU& .� - � Electrical Data - - B11Ck-framed
� � eCea` " ' Tem erature Characteristics
�� r -. ' � STC ' " CS6P-235P CS6P-240P CS6P-245P CS6P-250PX CS6P-255PX p �
--( , � , Nommal Maximum Power(Pmax) 235W 240W 245W 250W 255W
Opt�mum Operating Voltage(Vmp) 29 BV 29 9V 30 OV 30 1V 30 2V Pmax -0 43%/°C
i � � �, Ophmum Operating Current(Imp) 7 90A 8 03A 8 ilA 8 30A 8.43A Temperature Coefliclent Voc -0.34%/°C
� Open Circuit Voltage(Voc) 36 9V 370V 371V 372V 374V Isc 0 065%!°C
� � Short Circwt Current Qsc) 8 46A 8 59A 8 74A 8 87A 9 OOA Normal Operating Cell Temperature 45t2°C .
� • • � � Module Efficiency 14 61% 14 92% 15 23% 15.54% 15.85%
OperatingTemperature -40°C-+85°C Performance at Low Irradiarice ,
, � , � ' nnawmum system voltage 1000V IEc /soov UL Industry leadmg performance at low irradiaUon �
Maximum Series Fusa Rating �5q ' environment;+95.5%module efficiencyfrom an ,
, Application Classification ClassA irradiance of 1000w/m'to 200w/m' ,
� PowerTolerance 0-+5W (AM1.5,25'C) ,
; NeXt Generat��n S��a�M�dU�e UnderStandardTestContld�ons(STC)of�rradianceof1000W/m',speclmmAMl.Sandcelllemperatureof25'C
, , � � NewEdge,the next generation module designed for multiple , , Engllleel'Ing DPeWlllgS
NOCT '= CS6P-235PXCS6P-240PXCS6P-245P CS6P-250PXCS6P-255PX _ _ __ _ __
' types of mounting systems,offers customers the added Nominal Max�mum Power(Pmax) now ��aw naw 181W 185W ' .
value of minimal system costs,aesthetic seamless Optimum Opereting Voltage(Vmp) 2�2v 2�av 2�av 2�sv 2�sv ,
appearance,auto groundingand theft resistance. opc�mum oPerat�ny currenc(imp) s.z�a 6 38A s.asn s soa s 7�n .
� - Open Circwt Voltage(Voc) 33 9V 34.OV 34 1V 34.2V 34.4V '�
' " ' The black-framed CS6P-PX is a robust 60 cell solar module Short Cfrcwt Current(Isc) 6 86A s ssa 7 OBA 7 19A �zsn I I
_ mcorporating the groundbreaking Zep compatible frame. u�aa�No�mai oPa�au�s cen TamPa�aw�e,i«aaia��e or soo wim°,saa�«�m nnn�s,embie�<<amPe�aw�a zo•c,
' - ---- �- - -- - - - -- - � The specially designed frame allows for rail-free fast wind spaed 1 m/s �
installation with the industry's most reliable grounding �N�eChalllCal D8t8 _ ,
-- - system.The module uses high effiaency poly-crystalhne CeIlType Poly-crystalhne 156 x 156mm,z or a susnars - I -
� K@y FeStU�eS silicon cells laminated with a white back sheet and framed � ceuArranyemenc so�s x�o)
with black anodized aluminum.The black-framed CS6P-PX � ��mens�ons 1638 x 982 x40mm(64 5 x 38 7 x 1 57in)
, • Quick and easy to install - dramatically is the perfect choice for customers who are looking for a high we�ync 20.5kg(45 216s) ,
� reduces installation time quality aesthetic module with lowest system cost. Fronc cover 3 2mm Tempered glass
� Frame Material Anodized aluminlum alloy
• Lower system costs - can cut rooftop Best Quality ,1-eox IP65,3 diodes
installation costs in half - � , cabie 4mm'(IEC)/12AWG(UL),1000mm
• 235 quality control points in module production connec�ors MC4orMC4 Comparable
• Aesthetic seamless appearance - low profile � • EL screening to eliminate product defects Standard Packaging(ModulesperPallel) zapcs =
with auto leveling and ahgnment , • Current binning to improve system performance - nnoduiea�eces Percontainer�ao« Contamer) s�zPcs�ao�Ha) . ,
• Accredrted Salt mist resistant '
• Built-m hyper-bonded groundmg system - if iYs � �-V Curves(CS6P-255PX) ___ !
mounted,i�'s grounded ' B@St W8C1'allt)/IIlSU�811C@ � -- --'- -� , ,,� - � � � � � � ,
• Theft resistant hardware • 25 years woridwide coverage � � I � � � � , �
'- � Section A-A I '
• 100%warranty term coverage R � � � � � I _____ _ ,
� • Ultra-low parts count - 3 parts for the mounting ' • Providing third party bankruptcy rights � ' � � � � 35 0 �
and grounding system � • Non-cancellable . � �S • � � , � ' I ,
1r ;
, � - • Immediate coverage I,� � , j
Industry first comprehensrve warranty insurance by � '�
, AM Best rated leading insurance companies in the • Insured by 3 worid top insurance companies � ' o „o,,, � ;
world Comprehensive Certificates ; —�n^�� 7 !—?� v ' i �
� • Industry leading plus only power tolerance:0--+5W ' � �x,n;„.; , , I�"` ' � , ,
• IEC 61215,IEC 61730, IEC61701 ED2,UL1703, ; ., __ _ i q��='�` 1 ^ � 15 , <o
� • Backward compatibihty with all standard rooftop and CEC Listed,CE and MCS ; � _ � ��-^ � � •• �_�� . . „ .x ::.: - ,� - � 6
ground mounting systems ' � ' • IS09001 2008 Quality Management System `_--_-=='=--_—_�_ _ `""'"'' _ _ ___
• �$�/T.�'�6949:20�9'T�l@BUtOfT10tIV0C�U8�lty ___ 'SpecificatlonsmcludedmlhisdatasheetaresubJecllochangawithoutpdornohce _ _ _ __ _
• Backed By Our New 70/25 Linear Power Warranty � management system
� " Plus ouradded 25year insurance coverage • IS014001:2004:Standards for Environmental About Canadian Solar
i manage�nent system Canadian Solar Inc. is one of the world's largest solar Canadian Solar was founded in Canada in 2001 and was
�aoi - . (�COS0000 HSPM:The Certification for companies. As a leading vertically-integrated successfully listed on NASDAQ Exchange (symbol: CSIQ) in
; 97� Added Value F�o � Haza�doUs Substances Re ulations manufacturer of ingots,wafers,cells,solar modules and November 2006. Canadlan Solar has module manufacturing
� eor m Warra�ty i g solar systems, Canadian Solar delrvers solar power capacity of 2.05GW and cell manufactunng capacity of 1.3GW.
• OHSAS 18001.2007 International standards for products of uncompromising quality to worldwide
� eoi , occupational health and safety ' customers. Canadian Solar's world class team of
' �� s to �s so ss • REACH Compliance professionals works closely with our customers to
provide them with solutions for all their solar needs.
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� •10 year product warranty on materials and workmanship $ a�E ,o'� SP• � '� p CyuErl�;CFa
o��, c�,c E c� � .�. y���_ .
� •25 year linear power output warranty i ��� " _ •• �
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- ' www.canadiansolar.com .�.
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� Additional highhghts. `'`""��r�����yr��
– RS-485 communication interface
- (for connection to laptop or data � " ' '
logger). � , =
� ••, ��,i � � – Integrated Arc Fault DetecUon and - _ ,
Interruption(-A Version). ' _
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` e i Technical data and types
. � Type code PVI-5000-OUTD-US PVI-6000-OUTD-US
" � Slnputside ` ' ' ' � 1
�K='+*,��^«��" Nominal output power 5000W 6000W
;C y,_ ' Maximum output power 5000W 6000W
__ Rated gnd AC voltage 208V 240V 277V 208V 240V 277V
.��+ � �� p lnput side(DC)
� Number of independent MPPT channels 2
` . � Maximum usable power for each channel 4000W
�- ' { Absolute maximum voltage(Vmax) 600V
_____,_,,..�_._....--,-•----,( Start-up voltage(Vstart) 200V(adl.120-350)
_ Full power MPPT volta9e ran9e 200-530V
�,,,..�; I Operating MPPT volta�e range , 0 7 x Vstart-580V
'�' ' Mauimum current(Idcmax)for both MPPT in parallel 36A
� ��, � Maximum usable current per channel 22A
rt'�`' � �^"' 1} Number of wire landin�terminals per channel 2 Pairs
Array wiring termination Terminal block,pressure clamp,AWG16-AWG6
- -�,�.:. �"=' , � IOutput side(AC) . , � ' ` I
___ ,_.-r; •wr= Gnd connecUan type 10/2W Spht-0/3W 10/2W � 10/2W Spht-0/3W 10/2W
. Ad�ustable volta�e range(Vmin-Vmax) 183V-228V 221 V-264V 244V-304V 183V-228V 211 V-264V 244V-304V
Grid frequency 60Hz
Ad�ustable grid frequency ran9e 57-60.5Hz
Maximum current p,�„�,.1 AA� 27A�,� 23A�� 20A,,,�, 30Aq,� 28A�� 24AA�
Desi ned for residential and small The wide input voltage range Highlights: Power factor >o sse
g Total harmonic distortion at rated power <2%
makes the inverter suitable to low
commercial PV installations,this – Single phase and split phase output Contributory fault current' 36 25 AP„/ 36 5 Apw/ 31 75 APk/ 36.25 APk/ 36.5 Aok/ 31 75 Aok/
inverter fills a specific niche in the Power installations with reduced grid connection 25 63A�& 25 81A�,,,¢ 22.45A�S 25.63AAM 25 81A�6 22.45A�,us
strin SIZB. Grid winng termination type Terminal block,pressure clamp,AV1¢G14-AWG4 ,
ABB product line to cater for those 9 – Wide input range for increased Ilnpuc • ` � " D
The transformerless operation offers ' aeverse olarit rotection ves
installations producing between stringmg flexibility P Y P .
5kW and 20kW. high performance efficiencies of up to _ The h�gh speed and precise MPPT Over-voltage protection type var�5cor,2 for each channel
97 1% PV array ground fault detection Pre start-up Riso and Dynamic GFDI(reqwres floating arrays)
algordhm offers real time power 4outPut • , = 1
Free remote monitoring capability
This inverter includes dual input tracking and improved energy Anti-islanding protection Meets UL 1741/IEEE1547 reqwrements Meets UL 1741/IEEE1547 requvements
section to process two strings with available with every installation.This h8rvesting. Over-voltage protection type var�stor,2(L,-Lz/L,-G) va��5tor,2(L,-Lz/L�-G)
enables homeowners to view their Maximum AC OCPD Rating 35A 30A 25A 40A 35A 30A
independent MPPT. – Outdoor NEMA 4X rated enclosure �Eff�c�ency � � � �
The high speed and precise MPPT energy production and offers installers for unrestricted use under any Maximum efficiency s�.1 ia
algorithm offers real-time power a proactive and economic way of environmental conditions. cEc effic�ency ss/ 96 59'0 96.5�0 , ssi 96.5% 96 5%
trackin and ener harvestin . maintaining and troubleshooting the – Integrated DC d�sconnect switch User interface Graphic display Graphic display
g gY J tOperating pertormance
Flat efficiency curves ensure high system. m compliance with international Stand-bX consumption <awA„s <awq„S
efficiency at all output levels ensuring Standards(-S Version). N�9ht t�me consumPt�on <o sw�,.� <o swo„�
P Communicavon
consistent and stable perFormance User-interface 16 characters x 2 lines LCD display
across the entire input voltage and Remote monitonng(ixRS485 incl.) VSN700 Data Lo�ger(opt�
OUfpUt pOWBf Fallg@. Wired local monitonng(1xRS485 incl.) PVI-USB-RS485_232(opt.)
p Enwronmental
This outdoor inverter has been Ambient air operating temperature range o -13°F to+140°F(-25°C to+60°C) '13°F to+140°F(-25°C to+60°C)with ,
designed as a completely sealed unit to deratmg above 122°F(50°c�
withstand the harshest environmental Ambient air stora�e temperature ran�e -40°F to+176°F(-40°C to+80°C) -40°F to+176°F 5-40°C to+80°C)
Relative humidity 0-100%RH condensiny 0-100%RH condensing
COnd'It1011S. Acoustic no�se emission level <50 db(A)�1 m <50 db(A)�1 m
�, �,! Maximum operatm�altitutde without derating 6560 ft{2000 m) 6560 ft(2000 m)
Power and productivity 2 Inverter can appty ihat much wrrent-Breaker will open
forabetterworldT"" ����� .
" 2 A8B Solar Inverters�Producl flyer for PVI-5000/6000-TL-OUTD