HomeMy WebLinkAbout37703-Z ~r~'~~~
~ Town of Southold Annex 6/25/2013
~ P.O. Box 1179
y 54375 Main Road
~~9 Southold, New York 11971
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CERTIFICATE OF OCCUPANCY
No: 36304 Date: 6/25/2013
THIS CERTIFIES that the building SOLAR PANEL
Location of Property: 1940 Duck Pond Rd, Cutchogue,
SCTM 473889 Sec/Block/Lot: 83.-4-4
Subdivision: Filed Map No. Lot No.
conforms substantially to the Application for Building Pecmit heretofore filed in this officed dated
12/7/2012 pursuant to which Buildmg Permit No. 37703 dated 12/19/2012
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:
GROUND MOUNTED ELECTRIC SOLAR PANEL SYSTEM TO A DWELLING AS APPLIED FOR
The certificate iS issued to Mulrain Jr, William & Catherine
(OWNER)
of [he aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL
ELECTRICAL CERTIFICATE NO. 37703 06-10-13
PLUMBERS CERTIFICATION DATED
- _ -
he/ized ature -
TOWN OF SOUTHOLD
BUILDING DEPARTMENT
~ ~ TOWN CLERK'S OFFICE
'a®~s SOUTHOLD, NY
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 37703 Date: 12/19/2012
Permission is hereby granted to:
Mulrain Jr, William &Smith-Mulrain, Catherine
1940 Duck Pond Rd
Cutchogue, NY 11935
To: construct a ground mounted electric solar panel system to a dwelling as applied for
At premises located at:
1940 Duck Pond Rd, Cutchogue
SCTM # 473889
Sec/Block/Lot # 83.-4-4
Pursuant to application dated 12/7/2012 and approved by the Building Inspector.
To expire on 6/20/2014.
Fees:
SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $50.00
CO -ALTERATION TO DWELLING $50.00
Totai: $100.00
i
Building Inspector
Form No. 6
TOWN OF SOUTHOLD
BUILDING DEPARTMENT
TOWN HALL
765-1802
APPLICATION FOR CERTIFICATE 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:
1. 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 form).
3. Approval of electrical installation from Board of Fire Underwriters.
4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1% lead.
5. Commercial building, industrial building, multiple residences and similaz buildings and installations, a certificate
of Code Compliance from azchitect or engineer responsible for the building.
6. Submit Planning Board Approval of completed site plan requirements.
B. For existing buildings (prior to Apri19, 1957) aon-conforming uses, or buildings and "pre-existing" land uses:
1. Accurate survey of property showing all property lines, streets, building and unusual natural or topographic
features.
2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is
denied, the Building Inspector shall state the reasons therefor in writing to the applicant.
C. Fees
1. Certificate of Occupancy -New dwelling $50.00, Additions to dwelling $50.00, Alterations to dwelling $50.00,
Swimming pool $50.00, Accessory building $50.00, Additions to accessory building $50.00, Businesses $50.00.
2. Certificate of Occupancy on Pre-existing Building - $100.00
3. Copy of Certificate of Occupancy - $.25
4. Updated Certificate of Occupancy - $50.00
5. Temporary Certificate of Occupancy -Residential $15.00, Commercial $15.00
Date. l 2• S• l 2
New Construction: Old or Pre-existing Building: (check one) ~ r
Location of Property: ~ q ~ ~ ~ u ~ ~O^~ ~ C c,c~',hO~ ll'e.
House No. ,,n Street _ Hamle_tn ,
Owner or Owners of Property: ~ l ~ ~ to Yyl I 1 t.t~ra i ^ J'r i 1..~'~~1C~ ~/1~ c~r+r' e~ - r' l l~~a r ~
Suffolk County Tax Map No 1000, Section $ 3 Block ~ Lot
Subdivision Filed Map. Lot:
Permit No. Date of Permit. Applicant:
Health Dept. Approval: Underwriters Approval:
Planning Board Approval: /
Request for: Temporary Certificate Final Certificate: (check one)
Fee Submitted:$ S i]
licant Signature
y5FFO1K
Town Hall Annex C~ Telephone (631) 765-1802
54375 Main Road ~ Fax (631) 765-9502
P.O. Box 1179 Wo •
Southold, NY 11971-0959 'y-lyo! * ,~,a0~ roger.richert@town.southold.nv.us
BUILDING DEPARTMENT
TOWN OF SOUTHOLD
CERTIFICATE OF ELECTRICIAL COMPLIANCE
SITE LOCATION
Issued To: William Mulrain
Address: 1940 Duck Pond Rd City: Cutchogue St: NY Zip: 11935
Building Permit 37703 Section: $3 Block: 4 Lot: 4
WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE
Contractor: DBA: Green Logic License No: 43$5$-me
SITE DETAILS
Office Use Only
Residential X Indoor X Basement Service Only
Commerical Outdoor X 1st Floor Pool
New Renovation 2nd Floor Hot Tub
Adddion Survey Attic Garage
INVENTORY
Service 1 ph Heat Duplec Recpt Ceiling Fixures HID Fixures
Service 3 ph Hot W ater GFCI Recpt Wall FiMUres Smoke Detectors
Main Panel A/C Condenser Single Recpt Recessed Fixtures CO Detectors
Sub Panel A/C Blower Range Recpt Fluorescent FiMUre Pumps
Transformer Appliances Dryer Recpt Emergency Fixures Time Clocks
Disconnect Switches Twist Lock Exi[ FiMUres TVSS
Other Equipment: ground mount, 7920 watt PHOTOVOLTAIC SYSTEM to include 33-cs6p240 solar
panels, 1-sma8000us inverter, and a/c disconnect
Notes:
Inspector Signature: ~.ga~~~~
~-7~..Q~~' Date: June 10 2013
Electrical CerCrficate.xls
O~,~Of 3041
f '!I'
TOWN OF SOUTNOLD BUILDING DEPT.
765.1802
1 NSPECTION
[ ]FOUNDATION 1ST [ ]ROUGH PLBG.
[ ]FOUNDATION 2ND [ ]INSULATION
[ ]FRAMING /STRAPPING [ ]FINAL
[ ]FIREPLACE & CHIMNEY [ ]FIRE SAFETY INSPECTION
[ ]FIRE RESISTANT CONSTRUCTION [ ]FIRE RESISTANT PENETRATION
[ ]ELECTRICAL (ROUGH) ELECTRICAL (FINAL)
REMARKS:
DATE ~ l d 3 INSPECTO~~
Pacifico Engineering PC _ Engineering Consulting
700 Lakeland Ave, Suite 26 Ph: 631-988-0000
Bohemia, NY 11716 ~ Gc Fax: 631-382-8236
www.pacificoengineering.com engineer@pacificoengineering.com
June 11, 2013
Town of Southold
Building Department
54375 Route 25, P.O. Box 1179
Southold, NY 11971
Subject: Solar Energy Installation for
William Mulrain Section: 83
1940 Duck Pond Road Block: 4
Cutchogue, NY Lot: 4
I have reviewed the solar energy system installation at the subject address. The units have been installed in
accordance with the manufacturer's installation instructions and the approved construction drawing. I have
determined that the installation meets the requirements of the 2010 NYS Building Code, and ASCE7-05.
To my best belief and knowledge, the work in this document is accurate, conforms with the governing codes
applicable at the time of submission, conforms with reasonable standards of practice, with the view to the
safeguarding of life, health, property and public welfare.
Regards,
Ralph Pacifico, PE
Professional Engineer
OF NEW yo
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RaIP Op Oa ngineer JUN 18 2013
NY 066 04744306
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TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST
BUILDING DEPARTMENT Do you have or need the following, before applying?
TOWN 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. 3 7 ~3 Check
Septic Form
N.Y.S.D.E.C.
~ ~ ~ ~ III iI ~ TNSteeS
t Iy11 Flood Permit
Examined /11 t~ 20 / y II` ~ ~ I I I I Storm-Water Assessment Form
Approved----~'/z-"-' ~~'Y `~~'~,I~ I~„i' DEC -7 2012 IL~JI Contact: ~rcen~tel.(.G
Mail to: y25 Ge-39h
Disapproved a/c ~ Sb~,t{~rytP•}p~ NY 1 lzfb &
~ r;.
r'- Phone: (a 31• l?I• Sl.S2
Expiration ~ ~ Zp~
~~o.~
Building Inspector
APPLICATION FOR BUILDING PERMIT
Date l 2 - S , 20 ( 2
INSTRUCTIONS
a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4
sets of plans, accurate plot plan to scale. Fee 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.
£ 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
property 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 permit 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.
, ~
! 4 ZS afore of applicant or name, if a core ration)
n -rr: Cottn-~ /mil 34 i~
i s Sou-l-ha m -kx, N l l9 b 8~
EL.ECT6~ICAL P ~
(Mailing address of applicant)
~n~sR~cr~a~N~ ~~u~~~~ t~~~~~~4t~~~Tt~
State whether applicant is owner, les//se?e, agent, architect, engineer, general co t er or builder
Lorr~a c~U? DATE i B.P. # -37 ~
wl(~tdm Mt.l~(ra.tr. FEE: ~ gY
Name of owner of premises NOTIFY BUILDING DE AR?h1E^;r
(As on the tax roll or~$e§$QPee~ AM TG 4 Fh1 Fvk T
If applicant is cor rat~on, signature o duly authorized officer FOLLOWIN INSPECTIONS
1. FOUNDATION -TWO RFO'i">' ^
(A:ame an., t!c of corporate officer) FOF P^~ !RED CONCF~.~
2 F:,,u~r~ • F~;A„1iNG, PLUlvtorJG.
L-}022-7 ~ L~' STRAPPING. ELECTRICAL & CAU'..~~i~~~~
Builders License No. 3. INSULATION
Plumbers License No. 4, FIP,AL • CONSTRUCTION & ELECTRIC
Electricians License No. ~j Q _ E MUST BE COMPLETE FOR C.O.
Other Trade's License No. ALL CONSTRUCTION SHALL MEET THE
REOL'IRkMENTS OF THE CODES Of v=.
v-~r,~; STATE. NOT RESPONSIBLE FGR
l . Location of land on wh'ch proposed work will be done: L'yy GN pR CONSTRUCTION ERRORS
House Number Street ' t Hamlet
County Tax Map No. 1000 Section g 3 Block I Lot
Subdivision Filed Map No. Lot
2. State existing use and occupancy of premises and int nded use and occupancy of proposed construction:
a. Existing use and occupancy S1nCt~~-~,.n~(~I CfWe~~tnG
b. Intended use and occupancy S L nC ~ ~drv~ i (J d tya l (t n.~j
3. Nature of work (check which applicable): New Building Addition Alteration
Repair Removal Demolition Other Workmen mp,w SOIa-?
4. Estimated Cost ~Z 7~ 2 g5 Fee ~ Io p S~'~~ (Description)
(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 (3f S S Rear I IOO.~js Depth 25 O
10. Date of Purchase q t l Q~ q Name of Former Owner zOU ?'Yl d5 ~~c~cEt ~ t_-or ~
1 1. 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 pprem~ises? YES NO
Willtcm (4tE01'xdrkpa~-IR~1
14. Names of Owner of remises mu-~~ain Address ~t,1~0 U~ Phone No. (031 ~ '(3 ~(~y2tf
Name of use€rp uFi co - t in Address t Phone No 1031 • R 88-L~OO~o
Name of Contractor' yerr, t-UQI ~ 1 L Address 1
~ « hone No. b3(. 'I-t i . St 52
15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO ?
* IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAYBE 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~
Nz~s1 wt ~ ~~j(,lkyeK'" being duly sworn, deposes and says that (s)he is the applicant
(Name of individual signing contract) above/~nam~e~d, "
(S)He is the C (X~ 1 r8 G~?
(Contractor, 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 before met is
day of~~~r?'20 I L
~..u„ _ ~
Not Public ignatureofApplicant
~,a~~-~ Town of Southold
Erosion, Sedimentation 8 Storm-Water Run-off ASSESSMENT FORM
4S~a,~ ~ ppppptrY TqN: e.CrAL THE FOLt.OwR1Q ACTIONe MAY REQUIRE TF! fiYENleiION a<A
"o( ~ T~ ~ ~ A IQN ~ 1~ I~
SCOPE OFWORK -PROPOSED CONSTRUCTION TI'EM # / WORK ASSESSMEN'P Yea No
a. wnm N uw Total Area dths Pnrjed PareskT ~ ~ 1 WE Nb Project Rdatn Ail sbm>•wabr Run-Olf
'4MtcFSid~ d Work well ICauWdbn„ ' Generated by s Two (2') Inch RaetNO an 31ie7
[sa•. rM•r) fThb item vAl Yrchrtla as rweM created byaiN V
b. Whd b Ure TaW Ana d Lantl ClearYq dearYg andlor tmdructlon actlvitles as weB as atl
and!a Ground dMUr6ertce fortlre proposetl SIN 4nProvementn end the pemreraxd awtlon d
condnldbn adNry7 impsrvbue aurtaeasJ
ror. rb..l 2 Does the 9Ne Plan andlor Survey 9trow M Proposed /
PHOVmE~BRQ:r PfAOJEC/nf~DFSCBiYT10N 1~~,~n-~aw~a+r'o Dralnape Smrduras lndiptlrq Slm6Locatlon9 Thb -V
l l ~ ~ l v1 r0 u r r l W~~ s"'~ bm ahdl Mdude dl ProPoasd Grade CAanOea and
~ 11 Sbpea Comrdtlp Surfara Water Row.
~t~ ~
P c'T'-tl~ l G j cJ- -~QI'Yl 3 D°aa ma sds Pbn endlor sun/ey aswros the aodon -
rJ\ and sediment coneol prllNces Mazwltl be used b
control ally eroebn aM stalm water ttlsdretpes. TMe
Inn must he maintained throughout Ole Emile
Camtructlon Perbd.
4 Wll Nie Project Require arty LarW FINp, Grading ar
Excavation when tltere Is q charge b Ne Naaad
Fxistlrp Grade Involving rrnre titan 200 CuDlc valve
dMabrNl wlWn airy Paroel7
rj Will ihia Appacetlon Requlro lend DlsaahYp AdhAles
F.ncanpassirg an Nee b Excess d FNe Thata®rd
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8 N tleero o Nalwal Weler Course RurltYp tlxotah the
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n!C etNPR tamrmm•: or wlNln One Huntlretl (100') Held a Watlarld a
awmraa,aaswrwrnywwbrrcurwaaonmwwro.a Baad'?
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rw• /•a ds Walraee•e•n DI•le N•t wtl ullhrWy dlarb on• •r nara aaw dYnd; which E%Ceatl FlReen (18) Nat d VaNCd RNa b
eklUeYp lbminicann•oVIaN MONIg •al d6nuMrwwdbls N•n an•(1)•pswher One Hundred (100')dHodmred Dhtanoe7
tlr nEC Irr dlWnerd Nat. SPDEB arrea b npW W br awm vanrElsdwpee.
t avrrrr• ehdl ra••Itlr• 1Wenxem Rpulnm•nb dtll• tMtll6 e•n•r•t t4renit j3 Vyia DrNewaye. PerYJp Arena or oNw Imparvlar
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S7
A7E OF NEW YORK, ~~O I
ICOUNTY OF/x.} SS
' m ' ` 1 ~(~F~.... being duly swum, deposes and says thaz he/she is the applicant for Permit,
That I .
(Nemi d lydlNdrel alrlleY Dan•rinn)
And that hrJJshe is the ~ `..5.'.`~ G.................................................................................................
'lorr, convcrr, Aaerl. Capad.aeolr, dcj
Owner and/or representative of the Owuer or Owners, and is duly authorized to perform or haw: perfolnred the said work and to
make and file tints application; that aU etafementa contained ih this appliuUOn are hve fo the best of hie knowledge and belie!: and
@tat the work will be performed in the manner set forth in the applicaton fded herewith.
Swom to before me this;
NotaryPubhc: _`(.~:f^1C!tW-e.!
j.` .....k.Y.•1...................................._............_......
laian.e•.dAloal.q
FORM - 06170
BARBARA A. CASCIOTTA
Notary Public, Stets of New Yak
No. 01-CA48949t39
QualNfsd M Suffolk Cotmq~t nJ ~
6eRRRissistrtxpits?frisy~it
~
I~nP Sb
~O~~pf Slyiryo6
Tam Hall Annez ~ ~ Telephone (6316)~7g655p.1g804
54375 Main Road . ~+az (63U 7U[11 10
P.O. Box 1179 ~j rosler.richett(CULONrtI SO 0 nV US
SowhoW, NY l 1971-0959 /y~~,,,~
"
r/IJIt l 1,
BUILDING DEPARTMEN!'
TOWN OF SOUTHOLD
APPLICATION FOR ELECTRICAL INSPECTION
I
REQUESTED BY: ~a-?'~ara ~ s~~rsH-a Date: ! 2 - S • l Z
Company Name: C ve,en l L t-c-
Name: 20 l r~v+ K
License No.: t~ ~jgr, g . I,,{
Address: ~2S COl.fn Rr! 3q A- Soul-hem I~l llalo8 ~
Phone No.: {P 31 7 5~ 5 2 x! l 7
JOBSITE fNFORIVIATION: (*Indicates required information)
~Name: w l l ~ tarn M wl va.. !
*Address: 1611.10 T~UGK Ponal 12d , u-}~htx~u~
*Cross Street:
*Phone No.: ~ 31- 'j 3 t-I - y 2 4 S
Permit No.: ~ ~ ~ O 3
Tax Map District: 1000 Section: Block: Lot:
*BRIEF DESCRIPTION OF WORK (Please Print Clearly) ~ YbLt~ VYIC~/1'~ e~(ylL
5~2rY1 • ~33> (s3nad n ~~a r P2 o mod.tt.lps
~ Srn,4 80001,1.5 t raver "J ~ 2 p wa-N-S
{Please Circle All 'that Apply)
*Is Job ready for inspection: YES / ~ Rough In Final
*Do-you need a Temp Certificate: YE / NO
Temp Information (If needed)
*Service Size: 1 Phase 3Phase 100 150 200 300 350 .400 Other
*New Service: Re-connect Underground Number of Meters Change of Service Overhead
Additional Information: PAYMENT DUE WITH APPLICATION
82-Request for Inspection Form ~`Y I~' ~
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aTCUON v aw+cu, anA.NINO wTUr wTm Nff101r, AN0 TO
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•MN. AOOItION 10 WILOIraOf INfTIn/IpN, aYwfANTffi wrf
'"'IN`oM.w~Iwc^w' Nv nwwwfr+ m Ap11pNN 5)TUATED wT CUTCMOGUE
1NITtlYT1pNf p WpfOY1Nt
':oen+a aiov*w10aau
vi~a0~ °v~ TOWN OF SOUTHOLD---SUFFOLK COUNTY NY
•aauTaoN v >.nleN Tan v oor~ v TaW tamT rAV NOr
.a NIw 'wl' fTAR f9KAra0N unarm r¦e IA)A fWVnOrr ScwLE t" . 50' GATE 7 - 23 -1997
~aw. Halo 7rAl Of tNrOffo rrAt
sttwlt Nor IR OaN111ffrf m u
a ~ FILED MAP NO. 9239 DATE 12 - 1S - 1966
GUARANTEED ONLY TO ~l~OF NENr )•0 TAXTAAP NO. 7000-93-• 4-4 (REF. ONLY)DISK
WllliAM A. MULRAIN, JR. 6~! TflAry R4
I- CATHERINE SMITH MULRAIN ~h0 HAROLD f. TRANCHON IR RC.
BNYMORTGAGE CO. LLC o f~'~ ¢ LAND SURVEYOR
/;OMMONWEALTM LAND TITLE INSU AN GO.kt
y .3 ?
r
' ~ qA "~'+i- 2 186fi WI, DING RIVER-MANOR RD. WAGING RIVEI
~(,,,„ICa~ r- i^,~.- X•..`. Ne. OfY`)9" ~O NEW YORK, 11792
MAROlO F, TRANCHON JR. PENN. ~ ~h~c9. ,8~15•E 516-929.4695
(~GREENLOGIC"
ENERGY
December 5, 2012
Town of Southold
Building Department
Town Hall
53095 Route 25
Southold, NY 11971
Dear Building Inspector:
Please find attached a building permit application on behalf of William Mulrain who has
engaged us to install aground-mounted solar photovoltaic (PV) electric system for their home
at 1940 Duck Pond Road, Cutchogue. ~ ~ ~ ~ r~
~ 1-_
In connection with this application, please find attached: I ~ ~
DEC -7 2012 'l'-;~
• Building Permit application
• A Storm Water Assessment Run-off Form i,
• Certificate of Occupancy Application ~i r~ "n
-
• Covenants and Restrictions of the property
• 2 Surveys of the Premises
• 4 Engineer's Reports (2 originals and 2 copies)
• 2 Spec. sheets of the solar panels (Canadian Solar C56P240)
• 2 Spec. sheets of the inverter (SMA8000U5)
• 2 Manuals for Racking System
• GreenLogic Suffolk County Home Improvement License
• GreenLogic Certificate of Liability Insurance
• GreenLogic Certificate of Worker's Compensation Insurance Coverage
• Installation Manager's Master Electrician's License
• Check for $150 ($100 Building Permit/$50 CO)
• Application for Electrical Inspection with a check for $100
Please let us know if you need anything else in connection with this application.
Yours truly,
f'~zu,c~.u-._. emu.
Barbara Casciotta
Account Manager
GreenLogic LLC
631-771-5152 ext. 117
GREENLOGIC, LLC • www.GreenLogiECOin Tel. 877.771.4330 Fax: 877.771.4320
SOUTHAMPTON ROSLYN HEIGHTS
425 County Rd. 39A 200 S. Service Rd., k 108
Southampton, NY 11968 Rosyln Heights, NY 11577
`~GREENLOGIC°
ENERGY
June 14, 2013
The Town of Southold
Building Department
54375 Route 25
P.O. Box 1179
Southold, NY 11971
Re: Building Permit No. 37703
Catherine & William Mulrain
1940 Duck Pond Rd, Cutchogue
To the Building Inspector:
Enclosed please find the Engineer's Certification Letter and the Town of Southold
Certificate of Compliance for William & Catherine Mulrain's solar electric system, which
we installed at 1940 Duck Pond Rd, Cutchogue. Please arrange to send them the
Certificate of Occupancy and close out the building permit. Please let me know if you
have any questions about the installation.
Sincerely,
Barbara Casciotta
Senior Account Manager
Green Logic LLC
631-771-5152 Ext. 117
JUN 1 8 2013
i;Rf ENI.OGIC, LIC•ww ~r~~il n;•i~co+T. Tel_877J71.4330 Fax. 872771.4320
SOUTHAMPTON ROSLYN HEIGHTS PI.nU P'Pf
TO'r:' Ii~2in
=125 Counly Rd- 39A 200 S. Service Rd_ a108
Southampton. NY 11968 Rosyln Heiphis_ NY 11577
Suffolk County Executive's Office of Consumer Affairs
VETERANS MEMORIAL PIIGHWAY * HAUPPAUGE, NEW YORK 11788
DATE ISSUED: 12/10/2007 No. 43858-ME
i
SUFFOLK COUNTY
Master Electrician License
This is to certify that ROBERT J SKYPALA
doing business as GREENLOGIC LLC
having given satisfactory evidence of competency, is hereby licensed as MASTER ELECTRICIAN in accordance
with and subject to the provisions of applicable laws, rules and regulations of
the County of Suffolk, State of New York.
Addhional Businesses
NOT VALm WITHOUT I
DEPARTMENTAL SEAL
AND A' CURRErT
CONSUMER AFFAIRS
' Ip CARD
Director
J
New York State Insurance Fund
Workers' Compensation & Disability Benefits Specialists Since 1974
8 CORPORATE CENTER DR, 3RD FLR, MELVILLE, NEW YORK 11747-3129
Phone: (631) 756-0300
CERTIFICATE OF WORKERS' COMPENSATION INSURANCE
^ ^ ^ ^ ^ ^ 203801194
GREENLOGIC LLC
425 COUNTY RD 39A SUITE 101
SOUTHAMPTON NY 11968
POLICYHOLDER CERTIFICATE HOLDER
GREENLOGIC LLC TOW N OF SOUTHOLD
425 COUNTY RD 39A SUITE 101 BUILDING DEPARTMENT
SOUTHAMPTON NY 11968 53096 ROUTE 25
SOUTHOLD NY 11971
_ _
POI 12226 3 MB9 R ~ CERTI P03954 NUMBER T PERIOD 80'EROED BO OS/1S1/20 3TIFICATE 9/12 2012 l
THIS IS TO CERTIFY THAT THE POLICYHOLDER NAMED ABOVE IS INSURED WITH THE NEW YORK STATE INSURANCE
FUND UNDER POLICY NO. 2226371-9 UNTIL 08/11/2013, COVERING THE ENTIRE OBLIGATION OF THIS POLICYHOLDER
FOR WORKERS' COMPENSATION UNDER THE NEW YORK WORKERS' COMPENSATION LAW WITH RESPECT TO ALL
OPERATIONS IN THE STATE OF NEW YORK, EXCEPT AS INDICATED BELOW, AND, WITH RESPECT TO OPERATIONS
OUTSIDE OF NEW YORK, TO THE POLICYHOLDER'S REGULAR NEW YORK STATE EMPLOYEES ONLY.
IF SAID POLICY IS CANCELLED, OR CHANGED PRIOR TO 08/11/2013 IN SUCH MANNER AS TO AFFECT THIS CERTIFICATE,
10 DAYS WRITTEN NOTICE OF SUCH CANCELLATION WILL BE GIVEN TO THE CERTIFICATE HOLDER ABOVE.
NOTICE BY REGULAR MAIL SO ADDRESSED SHALL BE SUFFICIENT COMPLIANCE WITH THIS PROVISION. THE NEW
YORK STATE INSURANCE FUND DOES NOT ASSUME ANY LIABILITY IN THE EVENT OF FAILURE TO GIVE SUCH NOTICE.
THIS POLICY AFFORDS COVERAGE TO THE SOLE PROPRIETOR, PARTNERS AND/OR MEMBERS OF A LIMITED LIABILITY
COMPANY.
NESIM ALBUKREK
MARC CLEJAN
THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS NOR INSURANCE
COVERAGE UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER
THE COVERAGE AFFORDED BY THE POLICY.
NEW YORK STATE INSnUR-ANCE FUND
DIRECTOR,INSURANCE FUND UNDERWRITING
This certificate can be validated on our web site at https://www.nysif.com/cerUcertval.asp or by calling (888) 875-5790
VALIDATION NUMBER: 196174675
U-26.3
Suffolk County Executive's Office of Consumer Affairs
VETERANS MEMORIAL HIGHWAY * HAUPPAUGE, NEW YORK 11788
DATE ISSUED: 5!25/2006 No. 40227-H
SUFFOLK COUNTY
Home Improvement Contractor License
This is to certify that MARL A CLEJAN
doing business as GREEN LOGIC LLC
having furnished the requirements set forth in accordance with and subject to the provisions of applicable laws, rules
and regulations of the County of Suffolk, State of New York is hereby licensed to conduct business as a HOM£
IMPROVEMENT CONTRACTOR, in the County of Suffolk.
Additional Businesses
NOT YALID WITIfOUT
DEPARTME.K7'AL SEAL
AND A CT_~RRENT
CONSUb]ER AFFAIRS
ID C,t.RD
Director
Pacifico Engineering PC Engineering Consulting
700 Lakeland Ave, Suite 26 ~ f~ Ph: 831-988-0000
Bohemia, NY 11716 ~ ' ~ ra c Fax: 831-382-8238
www.pacificoengineering.com _ engineer(o3pacrficoengineering.wm
November 20, 2012
Town of Southold
Building Department
54375 Route 25, P.O. Box 1179
Southold, NY 11971
Subject: Solar Energy Installation for
William Mulrain Section: 83
1940 Duck Pond Road Block: 4
Cutchogue, NY Lot: 4
I have reviewed the proposed renewable energy installation at the subject
address. The structure can support the imposed live and dead loads. The units
are to be installed in accordance with the manufacturer's instal atldn Instructions. I
have determined that the installation will meet the requirements of the 2010 NYS
Building Code, and ASCE7-05 when installed in accordance with the
manufacturer's instructions.
The climactic and load information is below:
CLIMACTIC AND Ground Wind uve load,
GEOGRAPHIC DESIGN Category Snow Load, Speed, 3 pnet30 per
CRITERIA pg sec gust ASCE 7,
mph psf
Ground Mount C 20 120 47.9
Solar Array
~FNEVVy~~
~ G
~ ~ pACIF~C Y~-
t
~ t
Ralph Pacifico, PE ~ z
Professional Engineer c~
~
\°S~ ~ 06662 ~~p;'
RN bear
NV 7413pe
i 'dLOGIC
tl~YlnFlin4 IX1 :Oa: Ji tXAP6~
DRAYNNG NUMBER: pey~ 9 PC
7 OF 3 roem,wa.M.,xr„~M
GROUNDMOUNT LAYOUT pyy,~ R°~ rrl°~m
NY llealel~7 W lk 210EOQMJ00
GreenLogic, LLC -Approved 7,92kVy Panel Dimension =64.5"x38.7"
Layout 33 Canadian Solar 240w Array Length = 748.2" NEW Vp
wlliam Mulrain DPW Groundmount Array Height = 118.1" ~
~ PACIFIC R~r+
Azimuth = 180 Surface Dimensions = " ~ Qa ~
1940 Duck Pond Road Pitch = 25° Magic # _ " ~ ae _
Cutchogue, NY AA _ ,
PROJECT COMPONENT COUNT `S~~ 1/8 - 1.O ISSUES/SPECULL INSTRUCTIONS +
A) Attachment type and count: ®Canadian Solar 240w ~ , ~ ~
a
B) Rail type and count: DPW Groundmount ~2SFOPR oFESS\o~Pv
a h ac Iona loser
rrvs wam,~ w us z~oawaoo
Layout Created By: MVP Date: 11-7-12
_ " ~'S°"` Ground Mount ~cifications
n,~n
_
/ Panel =Canadian Solar 240w
Panel Dimension =64.5"x38.7"
- ~ GM Array Pitch = 25 degrees
- Concrete Slab Dimensions = 59'4"x9'9"x6"
- -
e•aooPSic«A.asm - Front Leg Height Above Ground = 9"
Rail = DPW Power Rail P8
On mm.m T rnww Cmv.r (RCR)
DRAWING NUMBER: P~ E9 ~
2 OF 3 roe.+w.a.M..Nr„m
GROUNDMOUNT DETAIL p0.7LIMi00~> ~wYpm"
Nru~aee,a wu~ ageauum
GreenLogic, LLC -Approved 7•92kVy Panel Dimension =64.5"x38.7"
Layout 33 Canadian Solar 240w Array Length = 748.2" OF NEW yoR
DPW Groundmount Array Height = 118.1" e~ PACIF~oO
WilNam Mulrain Azimuth = 180° SurNace Dimensions = " ~Q e . ~
1940 Duck Pond Road Pitch = 25° ~ w
Cutchogue, NY Magic # _ " w
`Scale 1 = 1 I ES /SPECIAL INSTRUCTIONS r U
PROJECT COMPONENT COUNT ~ Canadian Solar 240W \ ~ ~v2
A) Attachment type and count: ~ Dss~$ P
\sOn Oa
~ P c~\
B) Rail type and count: DPW Groundmount FoFEs
Ra ac' co r esslona ineer
Layout Created :MVP Date: 11-7-12 rrrs waee+ezw w:~a,~a,m
~~;tet rNLOGIC
IIIYIAiI:h~ IFf (Ja: thE441 ~
Blue Blue Yelow VBAOW Brow_ n_
p yy J
J J ~ m
~ m m ~ ~ ; ~ ~
Blue YaNow Yellow Brews Brown
DRAVJWC NUMBER: Pir1/00 ~
3 OF 3 roesEUaa.ru.,nr,+m
ouNOMOUNrsTRINCw 3x11 onSMA8000US bpnrr~m.,~s..u`~'r°0p""°uy..
wvuraema wuc aramnwam
GreenLogic, LLC -Approved 7.92kW Panel Dimension =64.5"x38.7"
Layout 33 Canadian Solar 240w Array Length = 748.2" pF SEW ~Cy
DPW GroundlTlount Array Height = 118.1" ~lv Q~ PACIF~CO 'f'*
William Mulrain Azimuth = 180° Surface Dimensions = " he Q • ~ ~
1940 Duck Pond Road ~
PRch = 25° Magic # _ " z
Cutchogue, NY Scale 1/8" = 1.0'
ISSUES I SPECIAL INSTRUCTIONS r ~ ~
PROJECT COMPONENT COUNT ~ ~Z.
A ~ Canadian Solar 24l)w `
Attachment type and count: F
B) Rail type and count: DPW Groundmount yS~~PROFESS~OaP
a ac' esslona meer
Layout Created By: MVP Date: 11-7-12 nrsLb ore,ex r,~wzreEa~waoo
POWER-FAB~ DPW ~ S
~ PREFORMED LINE PRODUCTS
~ ~ _ ~
_ ~i
TILT KIT -POWER RAILT"" P8
INCLUDES ONE-PIECE & TELESCOPING LEG TYPES
ASSEMBLY INSTRUCTIONS
Version 1, Rev E
PCN 021412-2
~1NER-FAB
Tilt Kit Power RaiIT"" P8
A Few words about these Assembly Instructions
These instructions:
• Do not include any information on the selection or installation of
attaching hazdwaze to be mounted to the roof substrate. For
information on compatible attaching hazdware, see our publication
titled "Power Rail Design Guidelines".
• Begin after all roof mounted attaching hazdwaze has been installed and
secured to the roof substrate.
• Show the Power Rail Mounting System being installed on the "Power
Rail PV Flash" roof attachment system.
• Are intended to be used by individuals with sufficient technical skills
for the task. Knowledge and use of hand tools, measuring devices and
torque values is also required.
WARNING: Include various precautions in the forms of Notes, Cautions, and
Follow the Warnings. These aze to assist in the assembly process and/or to draw
procedures and attention to the fact that certain assembly steps may be dangerous and
precautions in could cause serious personal injury and/or damage to components.
these instructions Following the step-by-step procedures and these precautions should
carefully. minimize the risk of any personal injury or damage to components
while making the installation an efficient process.
For questions on a specific installation please call us or a-mail us at:
Phone: 800-260-3792
Email: info@power-fab.com
Required Tools
? 1/2 inch wrench or socket for 5/16 inch module clamp hardware
? Torque wrench
? Ratchet wrench
? Ratchet extension bar
? Framing square
? Tape Measure
Assembly Inatructlons, Tilt Kit Power Rail P8 (Version 1, Rev E)
1 of 14
~ 1 2 -
3 ~ ~
a
_ 4
S
2 1 m
_ -
0
4
w _
- _ 1
i _ ~f
x '
14 13 3 15-+1 _
15~,. f6
2 ~ 12
~ 11 f 7
4
z $
m
1
9
Nam Desed
15-. t
1 llnivxstl End gamp 4Per Ref SM ~
2 kiid .516' x' acrd bo0. 1 and 2 318• bnween madeas 5 ~ 6
3 s ice Plele. eet d ksr 1s• x 3/4 wm lxrls, mm i rai 15 10
1 Power roil PB Meaula Rat 2 Rai Set
5 ReiHo-rMl Bracket 2 per Sl
6 5/18• z 3H• boll. 1 nut 2 p« Sl
7 OnsRxe 1 p« St
8 Ttleet 1 Sl 1
9 518' z 1' Hex boR, Iel wwhas, brk washer, nut 1 p«
10 lFOd 2 PB L k Assembly
11 Paw« Rail P8 S 1
12 rtAD M 51~ z' boM nut 2 3/a• 6alween niaMlw
73 RAD End 18• x ` Dot nut 1 Per Rat Set
14 EMLIam . 51a' x bdt.4 rax 4 perRN Set
15 51B x 314' lwn hoK 1 nut 2 per Ra4bRai Bracket
`2. 2.1/4. 2-112, «214• hot Lerph is depanml m depN of PV klodub Irene
Lap type is detlpn deparrdent. Ore7ixe «TeNSmpirp lap type.
Hiles: t. Option n iretal Mn crop wlh untege btll «RAD ten damp.
2. Option m instil llnhwsal End damp. End demo wtlh cartilpe bak «RAD End CYrnP.
N
O
Tilt Kit Power Rail P8 Parts Identification
A
~YYER-FAB
Step 1: Install Attaching Hardware
NOTE: The selection of attaching hardware is dependent on the roof substrate and site
L-feet can be design conditions. Please consult the design manual for specifics. Instructions for
attached directly attaching anchoring hazdwaze to the roof or structure are available on an individual
to the roof product basis.
substrate with the ~ N
proper hardware. Of critical importance in mounting the S
See Power Rail attaching hazdware to the roof substrate is !5/16"
Design Guidelines the N-S span between the attaching "L" Foo V 41
for more ~ Hex Nut
information. hazdwaze. The N-S span must be set at 48-
inches apart in order to use our pre- PV Flash ~ ~ Washer
calculated tilt angle settings. These Hanger
Bolt
settings will set the array at a preferred tilt
angle but are only effective when a 48-
inch span has been used. ~;;f
A. Place the "L" Foot onto the PV
Flash hanger bolt, aligning it to the
slot of the compression block. PV Compression
Flash Block
B. Secure "L" Foot with 5/16" flat
washer and hex nut. Torque to 14- Figure 1-1: Attaching L-foot to
16 ft:
lbs. the PV Flash
Step 2: Measure and Mark Attachment Points on Strongback
There are two important attachment points that must be carefully measured and
CAUTION: mazked on the Strongbacks. One point indicates where the Strongback attaches to
arena desig ions the southern "L" Foot and the other indicates where the Leg attaches to the northern
specification. end of the Strongback.
Consult the A. Refer to Figure 2-1 for Strongback, profile orientation.
design manual to
match these B. From the southem end of the Strongback, measure and make a mark 1" from
dimensions to site the end -this is where the Strongback will attach to the southern "L" Foot.
conditions. It's
important to use C. From the nothem end of the Strongback, measure and make a mark 14"
the unique span from the end -this is where the leg will attach to the Strongback. (See
dimension specific
to the install. Fi e 2-1
Failure to do so
could lead to From Southern End From Northern End
excessive ~ f" ~ 14"
deflection and/or
premature system
failure.
Mark here for "L" Foot Mark here for Strongback
Attachment Point Leg Attachment Point S ?y N
Figure 2-1: Measure and Mark Attachment Points on Strongback
Assembly Instructions, Tilt Kit Power Rail PB (Version 1, Rev E)
3 of 14
~1NER-FAB'
Step 3: Attach Leg to Strongback
These instructions cover two types of Legs, the Telescoping and the One-Piece.
Both types aze secured to the Strongback using 5/16" x 3/4" carriage bolts and
flange nuts. Figure 3-1 shows the Telescoping and One-Piece legs.
A. Slide 5/16" x 3/4" carriage bolt into the Strongback, aligning bolt with the
14" mark previously made on the Strongback.
B. Align mounting hole of Leg to carriage bolt and secure with 5/16" flange
nut. Finger tighten for now.
Align to Mark ~ ~ N
Align to Mark N on Strongback
on Strongback ~ ~ S
j
` i
i /
~ 5116"
/a / 5/16" ~i}}}°i' ~ f Flange
` j _f Flange / 1 ~ Nut
/ Nut /
5/16" x 3/4" 5/16" x 3/4"
Carriage Carriage
Bolt Bolt
One-Piece
Telescoping Leg
Leg
Figure 3-1: Attaching Leg to Strongback
Step 4: Attach Strongbacks to Align to Mark
Southern "L" Feet on Strongback
The Strongbacks are secured to the "L" 5/16" x 3l4"
Feet using 5/16" x 3/4" carriage bolts and Carriage Bolt
flange nuts. Hazdwaze may vary 5/16"
depending on design-specific ` ' f Flange
requirements. (See figure 4-1) Nut
A. Slide one 5/16" x 3/4" carnage bolt
into the Strongback.
B. Line u our mazk on the Note Profile
p Y Orientation N
Strongback with the center of the Southern
southern "L" Foot. "L" Foot S
C. Secure with 5/16" flange nut.
Finger tighten for now. Figure 4-1: Attaching Strongback to
Southern °L"foot
Assembly Instructions, Tilt Kit Power Rail PB (Version 1, Rev E) 4 of 14
~YYER-FAB
Step 5: Attach Legs to Northern "L" Feet
WARNING: These instructions cover two types of Legs, the Telescoping and the One-Piece. Both
This is a two types aze secured to the Mounting Foot using a 5/16" x 1"hex bolt and hazdware.
person activity. If using Telescoping Leg, it may be necessary to loosen the two telescoping lock
In addition to the
difficulties bolts in order to extend or shorten the leg as needed to align the mounting hole of
associated with the leg with the slotted hole of the northern "L" Foot.
working on a
sloped rooftop, A. Raise northern end of Strongback and align mounting hole of Leg to slotted
the Strongback hole of northern "L" Foot. Secure with 5/16" x 1"bolt, flat washers, lock
and Leg assembly washer and nut.
is awkward to
handle. One B. Go back and check that the Leg and the "L" Foot position hasn't shifted from
person should their marks on the Strongback. Adjust to align as needed.
hold and align the
Strongback while C. Return to tighten and torque hazdwaze as follows:
a second person -Flange Nuts securing Strongback to "L" Foot Torque to 14-16 ft.-lbs.
secures the leg to -Flange Nuts securing Leg to Strongback Torque to 14-16 ft.-lbs.
the northem "L" - Hazdware securin Le to "L" Foot Tor ue to 14-16 ft.-lbs.
Foot. Failure to do g g q
so could lead to -Two Telescoping Leg lock bolts Torque to 14-16 ft.-lbs.
serious personal
injury and/or
damaged
components.
Strongback Leg
/ (Telescoping
d Shown)
0
0
See Views
Below
48"
Telescoping N
5/16" x 1" Lock Bolts 5/16" x 1"
Bolt Bolt
Flat ~ S Flat
Washer Washer
Flat ~ Flat ~ / Lock
Washer~P \ Lock Washer Washer
~ Washer ~ - ~ .a. R.!
5/16" Nut
Northern Northern 5/16" Nut
"L" Foot "L" Foot
Telescoping Leg One-Piece Leg
Figure 5-1: Attaching Leg to Northern "L"Foot
Assembly Instrudians, Tilt Kit Power Rail Pe (Version 1, Rev E) 5 of 14
~YYER-FAB
Step 6: Installing Rail-to-Rail Brackets
Power Rails attach to the Strongbacks via Rail-to Rail mounting brackets, 5/16" x
3/4" turn bolts and flange nuts. The N-S span of the Rail-to-Rail brackets on the
Strongback is dependent on the type/size of module being used. If the module
manufacturer has provided specific clamping locations, use their specifications; if
none aze specified by the manufacturer, use a factor of 20-percent of the module
length to determine the N-S span of the Rail-to-Rail brackets. (See Figure 6-1
below)
Once the span is determined, measure and mazk the positions of the Rail-to-Rail
brackets on each of the Strongbacks.
S N
zo%
oT Module
length
60%
Module of Module
Length length
~J~•
Rail-to-Rail
Bracket
zo% Position
of Module
length
Strongback
0
0
• Rail-to-Rail
Bracket
Position
Figure 6-1: Positioning the Rail-to-Rail Brackets on the Strongback
Assembly Instructions, Tilt Kit Power Rail PB (Version 1, Rev E) 6 of 14
~1NER-FAB
NOTE: Align and install the Rail-to-Rail brackets to the marks made on the Strongback.
I fining the Rail- A. Insert 5/16" x 3/4" turn bolt into the Strongback, twist and lock into place.
to-Rail brackets B. Align Rail-to-Rail bracket to turn bolt and secure with 5/16" flange nut.
from one Torque to 14-16 ft.-lbs.
Strongback to the
next. This will Continue in this manner installing all Rail-to-Rail brackets on remaining
greatly assist in Strongbacks before moving on to install the Power Rails.
the installation of
the Power Rails.
5116"
Flange Nut-~ 5/16"
NOTE: Flange Nut -+t~
Tum Bolts must be '
Rail-to-Rail
locked into the Bracket Rail-to-Rail
channel by rotating Bracket
dockwise 5/16" x 3/4"
degrees. Use the Turn Bolt 5/16" x 3/4~
indicator slot on ! Turn Bolt
the threaded end \ Strongback
to identify whether Strongback
or not a Tum BoR
has been locked. Southern ~ N
"L" Foot - S
Turn Bolt shown S~ N
in channel of
Strongback
Figure 6-2: Southern & Northern Rail-to-Rail Bracket Installation
~ Step 7: Splicing Power Rail with Splice Plates
In some cases, the overall length of a rail set may require the use of a Splice Plate to
Indicator Slot butt joint two lengths together. Splice Plates get mounted on the sides of the Power
shown in Red Rail. The steps below describe how to install a Splice Plate.
A. Insert two 5/16" x 3/4" turn bolts
into the channel of each Power
Rail section to be spliced. Hold Butt-Joint
Closed
B. Hold the two ends of Power Rail r
Splice~~
together. Plat,
.ss
C. Position the Splice Plate on the - -
Power Rail and four turn bolts. ° e ~
®
D. Align the Splice Plate so that it's ~ ~~e -
equally divided along the Power 5/16" 5116" x 3/4"
Rail butt-joint. Flange Nuts Turn Bolts
E. Secure the Splice Plate to Power
Rails with four 5/16" flange nuts. Figure 7-1: Splice Plate Installation
Torque to 14-16 ft.-lbs.
Assembly Instructions, Tilt Kit Pawer Rail P8 (Version 1, Rev E) 7 of 14
~YVER-FAB
Step 8: Installing Power Rails
Power Rails attach to the Rail-to-Rail brackets using 5/16" x 3/4" ttun bolts and
flange nuts. While installing, pay close attention to the orientation between the
Power Rail and the Rail-to-Rail brackets. Additionally, refer to the job specific
plans for the E-W positioning of the Power Rail along the Strongbacks. In most
cases the run of the Power Rail is centered over the Strongbacks.
A. Position the southern Power Rail to the north side of the Rail-to-Rail
brackets with the Power Rail profile in the same orientation shown in Figure
7-1.
B. Referring to the Power Rail Design Guidelines, set the E-W position of the
Power Rail in relation to the Strongbacks by following the maximum
allowable spans and cantilevers required for your site conditions.
C. Insert one 5/16" x 3/4" turn bolt into the Power Rail at each location of the
Rail-to-Rail brackets along the Power Rail.
D. Align each turn bolt to its respective Rail-to-Rail bracket and secure with
5/16" flange nuts. Torque all at 14-16 ft.-lbs.
Install the northern Power Rail in the same manner. (See Figure 8-1)
Power Rail Power Rail
~'r 5/16"x3/4"
5/16" x 3/4" Turn Bolt
Turn Bolt
Rail-to-Rail
Rail-to-Rail Bracket Note Profile
Bracket Note Profile Orientation
Orientation 5/16"
5/16" Flange Nut
Flange Nut
S'~N g1,N
Figure 8-1: Installing Southern and Northern Power Rails
Assembly Instmc0ons, Tilt Kit Pawer Rail PB (Version 1, Rev E) B Ot 14
~INER-FAB
wnRNIN~: Step 9: Installing PV Modules to Power Rails with Module Clamps
This is a two pV Modules are secured to the Power Rail usin Mid Clam s Standard or RAD
person activity. g P ( )
In addition to the and End Clamps (Standard, RAD or Universal), along with the appropriate
difficulties attaching hardware.
associated with
working on a Attaching hardware includes Carriage Bolts or RAD Bolts for Mid Clamps and End
sloped rooftop PV Clamps, while the Universal End Clamp includes a preassembled Hex Bolt.
Modules are
heavy. One The importance of correctly installing End and Mid Clamps:
person should There is only one correct method of installing End Clamps and Mid Clamps. Failure
hold and align the to follow the correct method could lead to ersonal in structural failure, and/or
modules while a P Jw'35
second person damaged components. See Figure 9-1 for proper method of installation for an End
secures modules Clamp and Figure 9-2 for the Mid Clamp. Refer to these figures during the
with clamping installation of the Modules to prevent any undue problems associated with an
hardware. Failure improper installation.
to do so could
lead to serious
and/or damaged CORRECT WRONG
components.
End End
Clamp Clamp
Correctly Installed
Installed Incorrectly
Figure 9-1: Correct and Wrong methods of installing Standard End-Clamp
(using Carriage or RAD Bolts)
CORRECT ~ ~ Tabs WRONG ' i
~ Mid Clamp
is not square
O I , O to Modules
Installed with ~ Visible Gaps 1
Modules butted between Mid
against Mid ~ Clamp Tabs and
Clamp Tabs Module Frames Modules
Figure 9-2: Correct and Wrong methods of installing a Mid Clamp
(using Carriage or RAD Bolts)
Assembly InsWCtions, Tilt Kit Power Rail PB (Version 1, Rev E)
9of14
~YYER-FAB
Installing Modules using Standard End and Mid Clamps:
WARNING: Start with exterior Module and End Clamps.
Modules must be A. Place Module on two Power Rails,
held in place until centering it lengthwise. Use a
they are secured Standard
at all four ints square to square-up the Module to
po End Clamp 5/16"
with clamping the Power Rails. ~ ,fI Flange
hardware. Failure I Nut
to do so could B. Insert one 5/16" x 2, 2-1/4, 2-1/2 or
lead to serious 2-3/4" carriage bolt into the top
personal injury slot of the Power Rail. Push the
andlor damaged bolt against the side of the module `i ~
components. frame. Install End Clamp onto bolt
and secure with 5/16" flange nut.
Torque to 14-16 ft: lbs. (See
Figures 9-1 and 9-3)
Now install the next in-line Module using
Mid Clamps. 5/16" x
Carria a Bolt p8 Power Rail
C. Before placing the interior Module 9
NOTE: onto the Power Rails, first insert S116 x 2, 2-114, 2-i12, or 2314 inch bolt.
If using standard 5/16" x 2, 2-1/4, 2-1/2, or 2-3/4" Length dependent on Module Trams depth.
5/16" carriage
bolts far Mid carriage bolts (bolt length is Figure 9-3: Installing Modules using
Clamps, they must dependent on depth of Module Standard End-Clamp
be inserted into frame) into the Module Rail,
Power Rail before sliding the bolts inward next to the previously installed exterior Module.
installing interior See Fi a 9-4
Modules. ~ ~ )
If using RAD
hardware, they
can be inserted Slide 5116 x
anytime at any Carriage Bolts into
position along the Module Rail
Power Rail ~
Slide Carciage _
Bolts inward,
5/16 x 2, 2-1/4, adjacent
2-1/2, or 2-3/4 to Exterior ~
inch bolt. Length pV Module '
is dependent on Exterior
Module frame PV Module
depth.
Figure 9-4: Inserting Mid Clamp Hardware into Power Rail
Assembly Instructions, Tilt Kit Power Rail P8 (Version 1, Rev E) 10 of 14
~WER-FAB
D. Install a Mid Clamp onto each
carnage bolt making certain that
the Mid Clamp tabs rest between 5/16"
the two modules. Standard o ~ Flange
E. Push Modules against Mid Clamp Mid Cla\ p ~ Nut
I
I
tabs and secure Mid Clamp with ~i~ Push Modules
5/16" flange nut. Torque to 14-16 r I against Tabs
ft: lbs. (See Figures 9-2 and 9-5) Tabs I/ of Mid Clamp
I
i
Pre-loaded
~ Carriage Bolt
Figure 9-5: Installing Modules using
Standard Mid Clamp
Installing Modules using RAD End and Mid Clamps:
Start with exterior Module and End Clamps.
A. Place Module on two Power Rails,
centering it lengthwise. Use a RAD
square to square-up the Module to End Clamp 5/16"
the Power Rails. ~ ~ Flange
~ Nut
B. Insert one 5/16" x 2, 2-1/4, 2-1/2 or
2-3/4" RAD bolt into the top slot
of the Power Rail. Push the bolt I
against the side of the module 5/ts" x
RAD Bolt
frame and twist to lock in place. = ~
Install End Clamp onto bolt and
secure with 5/16" flange nut. Rotate -
Torque to 14-16 ft: lbs. (See to Lock
Figures 9-1 and 9-6)
Install next in-line Module using Mid Clamps.
P8 Power Rail
C. Insert one 5/16" x 2, 2-1/4, 2-1/2,
or 2-3/4" RAD bolt (bolt length is 5116 x 2, 2-114, 2-112, or 2-3/4 Inch bolt.
dependent on depth of Module Length dependent on Module frame depth.
frame) into each Rail, next to the Figure 9-ti: Installing Modules using
previously installed exterior RAD End Clamp
Module. Twist RAD bolt to lock in
place. (See Figure 9-7)
Assembly Instructions, T111 Kit Power Rall PB (Version 1, Rev E) 11 of 14
~WER•FAB
WARNING: D. Place next Module onto Rails. RAD ~ 5/16"
Be certain that all E. Install a Mid Clamp onto each Mid Clamp Flange
Flange Nuts on ~ r Nut
End and Mid RAD bolt making certain that the
Clamps are Mid Clamp tabs rest between the r~ /
tightened and two modules. I/
torqued to the Tabs 5116" x
stated values. F. Push Modules against Mid Clamp RAD Bolt
Failure to do so tabs and secure Mid Clamp with
could lead to 5/16" flange nut. Torque to 14-16
serious personal Push Modules
~ ry ft: lbs. (See Figures 9-2 and 9-7) /T
damagedlor Rotate / I against Tabs
components and to Lock / of Mid Clamp
property. Installing Modules using Universal End ,
Clamps:
A. Place Module on two Power Rails,
centering it lengthwise. Use a
square to squaze-up the Module to 5116 x 2, 2-1/4, 2-1/2, or 2-3/4 inch bolt.
the Power Rails. ~angtn dependant on Module mama depm.
B. Position Universal Clamp Figure 9-7: Installing Modules using
underneath the module with RAD Mid Clamp
notches facing the outside edge of
the module, and rail centered
between forks' of the clamp. Slide clamp notches towards the module flange
until the flange bottoms out in the notches. Tighten 5/16" bolt on bottom of
universal end clamp. Torque to 14-16 ft: lbs. Repeat for both end clamps.
(See Figure 9-8)
_ _
side
Universal
Power Rail End Clamp
~nw_
(Views looking from underside)
'-'-'5116" Bolt
Figure 9-8: Installing PV Modules using Universal End Clamp
Assembly Instructions, 711 Kit Power Rail PB (Version 1, Rav E)
12 of 14
~YVER-FAB
Step 10: Adjusting Tilt Angle with Telescoping Legs
The Telescoping legs are designed to easily adjust the tilt angle of an array. It is
recommended that this procedure be done by a minimum of two people. After
loosening specific hazdwaze, the full array pivots from the southern "L" Feet.
S N
s
c
WARNING: B
It's very important
to support the
weight of the array
during this Note: Letters designate loosening sequence
procedure. A of hardware -matches step-by-step text on next page.
minimum of two
people should be
used to hold and Figure 10-1: Adjusting Tilt Angle
support the array
while a third Use caution when loosening hardware to avoid disengaging from their locations.
person loosens Loosen just enough to allow components to rotate freely (See Figure 10-1).
and re-tightens
the hardware. A. Begin by loosening the hardware attaching the Strongbacks to the "L" Feet.
Failure to do so
could lead to B. As two people hold and support the array from the backside, the third person
serious personal loosens the hazdwaze at both ends of the Telescoping legs.
injury and/or
damaged C. Now loosen the Telescoping leg lock bolts.
rom ert ants and D. Lift/push the array to the desired tilt angle and hold in place.
P P Y~
E. Re-tighten and torque hardware as follows (See Figure 10-2):
1. Two Telescoping Leg lock bolts: Torque to 14-16 ft: lbs.
2. Flange Nuts securing Legs to Strongback: Torque to 14-16 ft: lbs.
3. Hazdwaze securing Legs to "L" Feet: Torque to 14-16 ft: lbs.
4. Flange Nuts securing Strongbacks to "L" Feet: Torque to 14-16 ft: lbs.
Assembly Instructions, Ttlt Kit Power Rail PB (Version 1, Rev E) 13 of 14
~YYER-FAB
WARNING: $~y N
Be certain that all
hardware has
been re-tightened
and torqued to the
stated values.
Failure to do so
could lead to
serious personal y
injury and/or
damaged
components and
property.
1
4 S
Note: Numbers match step-by-step torque values in steps above.
Figure 10-2: Re-tighten and Torque Hardware
Assembly Instructions, Ttlt Kit Power Rail PS (Version 1, Rev E) 14 of 14
DPW
SOLAR
PREFORMED
LINE PRODUCTS
4000-B Vassar Dnve NE
Albuquerque, New MexiCO 87707
USA
Telephone: 800.260.3792
Fex: 505.689.3548
Web Site: www.DPWSoler.com
E-mail: info power-fab.cam
0201] Prefomiatl Llne Protlucle
PCN @1412-2
Vanlon 1, Rev E
CanadianSolar
On-grid Module
CS6P is a robust solarmodule with 60 solar
cells. These modules can beused for on-grid
solar applications. Ourmeticulous design and
production techniques enaureahigh-yield,
long-term pertormance forevery module
produced. Our rigorousquality control and
in-house testing facilities guarantee Canadian
Solar's modules meelthe highest quality
standards possible.
Kay Pastures
• Top ranked PVUSA(PTC)retinginCalifomlaforhlgher Applications
energy production On-grid residential roof-tops
• On-grid commercial/industrial roof-tops
• 8 years product warrenty (materials end workmanship); • Solar power stations
25 years modulepower output warrenty
. Other on-grid applications
• Industry leading plus only power tolerance: +5W (+2%)
• Strong framed module, pasaingmechanicel load test quality Certificates
of 5400Pa to withstand heavier snow load
• IEC 61215, IEC 61730, IEC 61701, UL 1703,
• Ultra reliable In corrosive atmosphere, verified by CEC Listed, CE,KEMCO and MCS
IEC61701 'Salt Mist Corrosion Testing" IS09001: 2008: Standardsfor quality
management systems
• The tat manufacturerln the PVlndustry certlfletl for ISO/TS16949:2009: The automotive quality
ISO:TS1894g(Thesutomotivequalltymanagement management system
system) In module production since 2003 00080000 HSPM: The Certification for
Hazardous Substances Regulations
• 13017025 qualified manufacturer owned [eating IaD,
fully complying tolEC, TUV, ULtesting stentlarda
~E iEC.~-~ CE a®®~
www.canadiansalar.com
CS6P-220/225/230/235/240/245/250P
Electrical Data
Nominal Maximum Powerat STC (Pmax) 220W 225W 230W 295W 240W 245W 250W
Optimum Operating Wltaga (Vmp) 28.2V 29.4V 29.BV 2B.BV 28.8V 30.OV 30.tV
Optimum Operating Current(Imp) 7.53A 7.BSA 7.78A 7.90A 8.03A 8.17A B.SOA
Open Clreult Voltage (VOC) 98.8V 38.7V 98.8V 38.8V 97.OV 37.1V 37.2V
Short Clreult Current (lac) 8.09A 8.78A 8.3M 8.48A 8.59A 8.7M 8.87A
Operating Temperature -40b-+BSY;
Maximum System Voltage 1000V (IEC) IBOOV (UL)
Maximum Ssrlea Fuss Rating 15A
Power Tolerance +5W
Pmax -0.43%fC
Temperature CoeNiclent Voe -0'34"'4/('
Ise 0.085 %!C;
NOCT 45b
Untl-84ntlrk gut Contlltlom (aTC)of Irntlbn-off OOOWIm'. upwlmm AM 1.6 mtlcull4mpuntura of26C
Mechanical Data
Call Typa Poly-crystalline
Cell Arrangement 80 (8 x 70)
Dimensions 1896 x 982x 40mm (84.Sx 38.7 x1.571n)
Weight 20kg (44.1 Ibs)
Front Cover Tamparetl glass
Frame Material Anodized aluminium alloy
Standard Packaging (MOtlulss per Pallet) 20pcs
Engineering Drawings I-V Curves (C8eP•2SOP)
a,
r
~ 5' 4
II i. e. - __5'. R
-o ..r.. -i.i Jwnn. I -_15,
I mar. -5s
~ 3
i ?
vonnOeM VopapelVl
a
'Sputlaptbnu InmutluO In Mlr tlabrhwt mrvOpct b ettm4ewl4out ptlor notlp.
About Canadian Solar
Canatlian Solar Inc. is one of the worltl's largest solar Canatlian Solar was fountletl In Canada In 2001 and was
companies. As a laatling vertically-Intsg ratstl succsasfully Ilslstl on NASDAQ Exchange (symbol: CSIO) In
manufacturer of Ingots, wafers, cells, solarmodules and November 2008. Canatlian Solar la on track to expantl cell
solar systems. Canadian Solar delivers solar power capacity to 700MWantl modals eapaeltyto f.3GW In 2010.
protluets of uncompromising quality to worldwide
customers. Canatlian Solar's worltl class teem of
professionals works closely with our customers to
provltls them wlthsolutlona for allthelr solar neetla.
~~~yl i .'_II
+*~i~V,~i~v~~l
~ ~~tllr{q,~
`3~ CtR .,.III
ti
4
'vNby~ ~yx Ym ~ . ~ } t ~ hs..k
~ ~ kyR
UL Certified Efficient Safe Simple
• For counhies that require UL • 97%peok efficiency • Galvanic isdation • Pabnted aubmatic grid
cerfification IUL 1741/IEEE 15471 • OptiCool""alive temperature vokaga debcfion`
management system • Inlegmted DC disconnel swit<h
SUNNY BOY 5000-US / 6000-US / 7000-US / 8000-US
Versatile performer with UL certification
The Sunny Boy 5000-US, 6000-US, 7000-US and 8000-US inverters are UL certified and feature excellent efficiency. Gradu-
ated power classes provide flexibility in system design. Automatic grid voltage detection` and an integrated DC disconnect
switch simplify installation, ensuring safety as well as saving time. These models feature galvanic isolation and can be used
with all types of modules-crystalline as well as thin-film.
' US Paianl U573525498 I
Taehrsiml data Sunny Boy 5000415 Sunny Bey 6004U5 Santry Boy 7000L5 Sunny Boy 8000415
zoevAC z4ovsc znvAC zaevsc z4ovAC zssv,sc zaevnc IOVAC znv,sc z4ovxc znv~c
Input IDCI
Maz. recommended PV power (@ module STCI 6250W 7500 W 8750 W 10000 W
Max. DC power (@ cos p - 11 5300 W 6350 W 7400 W 8600 W
Max. DC vohage 600 V 600 V 600 V 600 V
DC nominal wllaga 310 V 310 V 310 V 345 V
MPP vdtage range 250V-d80V 250V-480V 250V-480V 300V-480V
Min. DC volbge/stall wNage 250V/300V 250V/300V 250V/300V 300 V/365V
Max. inpm current/peg drug (atDC discannsctl 21A/20A 25A/20A 30A/20A 30A/20A
36 A @ combined terminal 36 A @ combined krmirwl 36 A @ combined brminal 36 A @ combined brminal
Number of MPP hookers /
fused alringa per MPP haler 1 / 4 (DC dixonnectl
Output (ACi e
AC nominal power 5000 W 6000 W 7000 W 7680 W 8000 W
Max. AC opporem power 5000 VA 6000 VA 7000 VA 8000 VA
Nominal AC vdtaga/adjustable 2oav/• zav/• znv/• zoev/• x4ov/• znv/• zoev/• z4ov/• znv/• zav/• znv/•
AC whage ~~ge tes-zxvv zit-z4ev zu-s9sv iez_azrv zti-zav zm-wsv sea-az9v zii-zaav zee-xisv zii-zav zee-sosv a
AC gdd frspu•nry; Hoge 60 Hz; 59.3 - 60.5 Hz 60 Hz; 59.3 - 60.5 Hz 60 Hz; 59.3 - 60.5 Hz 60 Hz; 59.3 - 60.5 Hz t
Max. output curtent 24A 21A 18A 29A 25A 22A 34A 29A 25A 32A
Power factor (cos al 1 1 1 1
Phase mndutton/mnnaclion pha»a I/2 I/2 1/1 1/2 1/2 1/1 1/2 1/2 I/1 1/2 1/1 e
Harmonics <4% <4% <4% <4% ~
Cifidenry a
Max. e(Bdenry 96.7% 96.8% 96.8% 96.9% 96.8% 97.0% 97.1% 96.9% 97.0% 96.3% 96.5% _
CEC efficienry 955% 95.5% 95.5% 955% 95.5% 96.0% 955% 96.0% 96.0% 96.0% 96.0%
Profaeion devioa
DC revxsepolariy protection • • • •
AC shod circuB probction • • • •
GdwnicoRy isdabd / aBpob sensi8ve monibdrg un8 4
Protection doss / overwhage category I /III I /III I /III I /III
General data ~
Dimendons(W/H/Dl in mm (in) 470/615/240 (18.5/24/9)
DC DIRCOnneLY dimensions 1W / H / D) in mm (in) 187 / 297 / 190 17 / 12 / 7.5) m
Packing dimenaionalW/H/Dl in mm (inl 390/580/800 (16/23/31.51 a
DC Disconn•d poling dimenionalW/H/Dl in mm lint 370/240/280 (15/9/llj
Weight / DC Dlaconrted weigh 64 kB 1141 161 / 3.5 k8 (8 161 66 kB (14516) / 3.5 k8 (8161 ~
Pelting weigh/ OC Disconnect passing weigh 67 kB (147161 / 4 kg (916) 69 kg (15216) / 4 k8 (9161 5
Operating temperature ~~ge (Mll power) -25 °C ...+45°C (-13 °F ...+113°F) -
Noi» emisdon (ypicall 44 dB1A) 45 dB(A1 46 dB(A1 49 dB1A1 -`a
Inbmal wnwmption at night 0.1 W 0.1 W 0.1 W 0.1 W '
Topology D tronaformer lF tansformer Lf transformer LF hansformer
Cooling concept OpfiCool Optical OpRCaol CtpfiCool '
3
ElMranics probclion ro8ng /connection area NEMA 3R/NEMA 3R NEMA 3R /NEMA 3R NEMA 3R /NEMA 3R NEMA 3R/NEMA 3R
FeaNros
D'uplay: text line/gmphic y
Intedarxa: RS485/Bluetoolh O/O O/O O/O O/O E
warrant': 10/15/20 years •/o/o •/o/o •/o/o •/o/o
Cerhfkabs and permits (more awikble on requeatl UL1741, UL1998, IEEE 1547, FCC Pan 15 (Class A 8 B1. CSA C22.2 No. 107.1.2001 a'
R
NOTE: US Inverters ship with gray lids. ~
Dab at nominal wndfiona
• Sbndard femures o OpBOnal MaNrea -Not available ~
Type designation SB SOOOUS SB 6000US SB 7000U$ SB BOOOUS
8
Hficieng woe SUNNY BOY 1000US ACC•550r1•B
98
RSd86 innefecs ~ Blwrodh° Pepy Ba i
qb y . ~ ~ SUSPBSMCNA - INVNR ~
48 B1PB 9
/ ~ ......~..-.w-
i 94 I F
~ va5}~--- - CambiSwikh ® C ~biw ~ F
90 w R55 - - Ixdlrso~»ae,dw sm t brodma
i '
- V°-uDV DC g vas eery combiwrbw canwnw,w aid w(ery
i
88 V„-310VDC COMBOSWRCH SBC883R or SBCB64
86 V-•lwVa ~ ua V„. P/I ere i
• 1000 2000 3000 4000 5000 6000 7000 S
i
P
_ _..__.........__.............i r
Toll Free +1 888 4 SMA USA
www.SMA-America.com SMA America, LLC