HomeMy WebLinkAbout41680-Z Town of Southold 11/2/2017
3 P.O.Box 1179
o _ 53095 Main Rd
jol �ao� Southold,New York 11971
CERTIFICATE OF OCCUPANCY
No: 41680 Date: 11/2/2017
THIS CERTIFIES that the building SOLAR PANEL
Location of Property: 465 Harborview Ave, Mattituck
SCTM#: 473889 Sec/Block/Lot: 100.-3-10.14
Subdivision: Filed Map No. Lot No.
conforms substantially to the Application for Building Permit heretofore filed in this office dated
5/23/2017 pursuant to which Building Permit No. 41680 dated 5/30/2017
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 existing one family dwelling as applied for.
The certificate is issued to Adler,Jerome&Lebowitz,Beth
of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL
ELECTRICAL CERTIFICATE NO. 41680 8/9/2017
PLUMBERS CERTIFICATION DATED
Authorized Signature
o�SUF taco TOWN OF SOUTHOLD
�a o BUILDING DEPARTMENT
y ar TOWN CLERK'S OFFICE
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#: 41680 Date: 5/30/2017
Permission is hereby granted to:
Adler, Jerome
134 Sixth Ave
Brooklyn, NY 11217
To: install roof-mounted solar panels on existing single-family dwelling as applied for.
At premises located at:
465 Harborview Ave, Mattituck
SCTM # 473889
Sec/Block/Lot# 100.-3-10.14
Pursuant to application dated 5/23/2017 and approved by the Building Inspector.
To expire on 11/29/2018.
Fees:
SOLAR PANELS $50.00
ELECTRIC $100.00
CO -ALTERATION TO DWELLING $50.00
Total: $200.00
i
B tl g 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. Swom statement from plumber certifying that the solder used in system contains less than 2/10 of I%lead.
5. Commercial building,industrial building;multiple residences and similar buildings and installations,a certificate
of Code Compliance from 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 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$15.00
Date. 5
New Construction: Old or Pre-existing Building: (check one) �� /�
Location of Property:4_6 r,]- 9,W,-/I c1)r 1/1 ed A UPJ /K(t //_4-�
House No. /� , )Street Hamlet
Owner or Owners of Property: o��(7YYl�Q� AAt PJ`-
Suffolk County Tax Map No 1000, Section l d® Block Lot ®d.
Subdivision 1 Gl Filed Map. Lot:
`
Permit No. `l by Date of Permit. Applicant:
Health Dept.Approval: Underwriters Approval:
Planning Board Approval:
Request for: Temporary_Certificate Final Certificate: (check one)
Fee Submitted:$
A licant Signature
OF SOUr�®!
� o
Town Hall Annex Telephone(631)765-1802
54375 Main Road CP Fax(631)765-9502
P.O.Box 1179 ® �Q roger.richert(aD-town.southoId.ny.us
Southold,NY 11971-0959 Q
C4wn��
BUILDING DEPARTMENT
TOWN OF SOUTHOLD
CERTIFICATE OF ELECTRICIAL COMPLIANCE
SITE LOCATION
Issued To- Jerome Adler
Address: 465 Harborview Avenue city,Mattituck st: New York zip: 11952
Building Permit* 41680 Section: 100 Block- 3 Lot: 10.14
WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE
Contractor: DBA: Eastern Energy Systems License No: 52689-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
Addition Survey Attic Garage
INVENTORY
Service 1 ph Heat Duplec Recpt Ceiling Fixtures HID Fixtures
Service 3 ph Hot Water GFCI Recpt Wall Fixtures Smoke Detectors
Main Panel A/C Condenser Single Recpt Recessed Fixtures CO Detectors
Sub Panel A/C Blower Range Recpt Fluorescent Fixture Pumps
Transformer Appliances Dryer Recpt Emergency Fixture Time Clocks
Disconnect Switches Twist Lock Exit Fixtures �] TVSS
Other Equipment: 11.76 KW Roof Mounted Photovoltaic System to Include, 42-28OW Panels with
Enphase M 250 Micro Inverters.
Notes:
Inspector Signature: Date: August 9, 2017
0-Cert Electrical Compliance FormAs
LUIGI CLAUDIO SCIANDRA, P.E.
5 Wesleyan Court• Smithtown, NY 11787-3011 . (631)543-2953 •fax(631)543-1526
Cell.631-747-7497 E-mail'Ics4dC_aol.com
Thursday, October 19, 2017
Town of Southold
Building Department
Town Hall Annex Building
54375 Route 25
P. O. Box 1179
Southold, New York 11971
Re: Certification Letter- Forty Two(42)280 W PV Roof Top
Solar Panel Array, 11.76 kW Total Output,for
Adler Residence—465 Harbor View Avenue
Mattituck, New York 11952
1 have reviewed the solar energy system installation in the subject topic on 10/10/2017. The
units have been installed in accordance with the manufacturer's installation instructions and
the construction drawings approved by the Building Department of the Town of Southold.
The solar panel installation is in compliance with the requirements of the 2015 International
Residential Code,.the 2016_New York State Supplement to the Uniform Code, ASCE-05 and
NFPA Standard 70 "The National Electrical Code." Markings in accordance with Section
690.53 of the National Electrical Code are provided.
To my best belief and knowledge, the work in this document is accurate, conforms to the
governing codes and standards applicable at the time of submission and conforms with
reasonable standards of practice with the view to the safeguarding of life, health, property
and public welfare.
Sincerely,
OF NEW
YO""
5 C.SCIq/V p'f'
v "9
pRcFESS100�' = QCT, 3 1, 201
Luigi Claudio Sciandra, Professional Engineer.
EUMDtNG DEPT.
TOWN OF SOUTTHOLD
SOUlyolo
1
TOWN OF SOUTHOLD BUILDING DEPT.
765-1602
INSPECTION
[ ] 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:
,4;,Am'L L--1-1 Tg, ox--
/ZtL-) /9
DATE 1 INSPECTOR
FIELD 1N5`I'EO'ON V- R�Okr DATE Civ �tx
Fomip Atox(IST)
................�, , ..............
FOUND�TI4N�(2NI5) �
O
ROUGH YRAIW Q&
PLU.Y.MVG
P
INSULATION PEA N,Y.
STATE ENERGY OQI)E
FXNA.Y
02-SM-Ml
TOWN OF SOUTHO7 D BUILDING PERMIT APPLICATION CHECKLIST
'BUILI}INC DEPMkTMENT Do you havo or need the followyng,before applyin'?
TOWN HALL Board of health
SOUTIIOLD,'iVY:11971 4 sets of Building Plans
TEL:(631)765=1302' Planning Board approval
FAX:(631)-755-9502 Survey
SoutholitTown.NorthEorlr net PC,WV1I'1'NO. Check
Septic Fort
N.Y.S,D.E.C:
Trustees
CA_Application
Flood Permit
Examined ,Lo Single&Separate
Q2 Storm Water Assessment Folin' p
J =o Contact: A
Approved 4 ..0 a-n&lair!to: X7417 0.
Disapproved a?e I�►4 W i L N t d I q-5Z. P—e a d
Expiration _ ;20 Eastern Energy Systems Inc.
D Hcy VE In. for
CesysMatftdc�( 79.44000141-
Bui dt r
LWATION FOR BUIL'D&GPERMIT
MAY 2 3 2017 Date 5 23 ,20 i 7
INSTRUCTIONS
i - ST be completely filled to by typewriter or in ink and submitted to the Building Inspector with 4
s a scale.Fee according to schedule.
TOWe�dt strip oflot and ofbu'sldings'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 Buititrng Permit
d.Upon approval of this appfication,'the Building Inspector will,issuen Building permit to die applicant:Such apcnriit
shall be kept on thepretriises available for inspection throughout the wort
-No binding shall be occupied or:used in wholwor in pari for any purpose what'so ever until the Building Inspector
issues a Certificate'of Occupancy.
f'Ever,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 IR months from such date.If no zoning-amendments,or other regulations aMpttmg the
ptopetty have been enacted in the interim;the Building Inspector tray authorize,in writing,theeXtension,of the-Permit"bi an
addition six months.Thereafter,a new permit shall-be required.
APPLICATIQN IS HEREBY MADE to the Building Depattmenf for the issuance of Buiidirig Permit pursuant to the
Building Zane Ordinance of the Town of Southold,Suffolk County,Nbw'Y'ork,and` r applicable laws;Ordinances or
Regulations,for the constricii6ii of buildings,additions,or alterations or for retnoya demolition as heicia described.The
applicant agrees to comply with all applicable laws,ordinances,building code,he g code;and cegutatioai,and to admit
authorized inspectors on premises and in building for necessary inspections.
gnature cf applicant or vectis:.if auuporatiou)
3 ,y F
a;ltnga sss i ear ticant) Y
State whether applicant is owner,lessee,agent architect,engineer,general cun�traetor,'el ctaiy plttrilie�ro�r 1ullder
Ow✓A,r /�
` Name of owner of premises ��tJ�Q1��7 H d t�J r
(As on the tax roll'or latest deed)
If applicant is a corporation,signature of'duly authorized officer
(Name and titleo c,iijjrpora u'officer)14
Builders License No. US FS� —
Plumbers License'No.
Electricians License No.
Other Trade's Licerise No.
1. Location of land on w ich proposed work will be done:
X165 l rba t- Vjp� A vim. /V14 �-u-F��<A �rg5 z
HouseNuruber Street Hamlet`
County.TaxMapNo.1000 Section /00 Block Lot' 10 , 14
Subdivision Filed Map No. Lot
2. State existing use and occupancy of premises and intended use.and occupancy of proposed construction:
a Existing use and occupancy
b. hkended,use and occupancy
3. Nawm,Ofivork(cheetc-tvkiich"applicable):NetvBuilding Addition .Alteration
Repair, Removal Demolition Other WorkrAwn k«{ d,. f trroF
(Description)
4.'Estiniated Cost Fee
(To bepaid,on filing this application)
5. If dwelling,number of dwelling units Number of dwelling units oAeach floor
If garage,number of cars,
6. Nbusiness,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
S. 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 chstrict in which premises are situated
12.Does proposed construction violate any zzoningg law,ordinance or regulation?YES NO
13.Will lot be re-graded?YES_NO'S/ Nihil excess fill be removed from premises?YES_'NON/ v
14.Names of Owner o premis P�Ya1�1 Z ��Address ar yt� AVNo. a I rr•$I q - �4
Name of Archireci i An A Address hone No 631'� 9'2q 53
Nameo£Contraeto 4jro,.� dress PhoneNo. 621;rlrlq "a�—
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 MAY BE REQUIRED.
b.R.-this property,within 300'feet,6f a tidal wetldnd2*YES NO.
*IF YES,D E.d,'kkMITS'MAY BE REQUIRED.
I6.Rrovide survey,,to scale;with accurate foundation plan and distances to property lines,
17.Ifelevation at any point an property is at 10 feet or below,mustprovide topographical data survey.
18.Are there any covenants and restrictions with respect to this properly?*YES NO
IF YES,PROVIDE COPY_
STATE OF NEW YORK) J�tTO'
SS: e_
CQUNTY OF
being duly,sworn,deposes and says that(s)he is the applicant
(Name of individual signing contract)above.named,
(S)fIe is the ��tlpjr
(Contractor,Agent,Corporate Officer,etc)
of said owner.or owners,and is duly authorized to perform or have performed Elie said work and to make and Me this appli ti sn; ;
that all statements contained in'this application are true to the best of bis knowledge and belief;and that the walk will he.
performed in the manner.set forth in the application fled therewith. ,
SW m to before me tb'
��i „ 1.
day of�20 1-1
MARIAN ECI � Wr� Signature of Applicant
Notary Public-State of IVew York
NE.01606325437
Qualified in New York County
My Commission Expires May 26,2019
esu STcO>>E�I� MV.A\,T1E1k
Scott A. Russell r� ,
sUPERVIs®R U MANAG]EMI]ENT
SOUTHOLD TOWN HALL-P.O.Box 1179 � � r">y
53095 Main Road-SOUTHOLD,NEW YORK 11971 s .Town of Southold
CHAPTER 236 o STORMWATER MANAGEMENT WORK SHEET
( TO BE COMPLETED BY THE APPLICANT )
DOES TES PROJECT ;[N17OLyE . OF THE FO•LLfl WIHNIG.
YesCHCCn -\LL "IH�1 APPLY!
' i\o
Q A. Clearing, grubbing, grading or Stripping of land which affects more
than 5,000 square feet of ground surface.
❑ , Excavation or filling involving more than 200 cubic yards of material
within any parcel or any contiguous area.
❑ C. Site preparation on slopes which exceed 10 feet vertical rise to
100 feet of horizontal distance.
❑ D. Site preparation within 100 feet of wetlands, beach, bluff or coastal
erosion hazard area.
® E. Site preparation within.the one-hundred-year floodplain as depicted
on FIRM Map of any watercoui
❑ F. Installation of new or resurfaced impervious surfaces of 1,000 square
feet or more, unless prior approval of a Storm«pater Management
Control Plan was received by the Town and the proposal includes
in-kind replacement of impervious surfaces.
If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name,
Signature, Contact Information, Date s County Tax Map Number! Chapter 236 does not apply to your project.
If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan
and a completed Check List Form to the Building Department with pour Building Permit Application.
-- - ------ - —=---_-.-_-- : _--_-:------_— -- - :- --- -- S.C:1'.i\�1. A. 1000 Date
APPLICANT• (Propeth Onner.Dc,tgn Piofe stonal Agent.Contractor.Othen —
Dl.-tri
NAME: OUoit� 100 —3 M]
Section Block Lot
ell :�"FOR, BUILDING DEPARTl(EXT USE 0`(_}-
Contact Information ';�, Q
Trl�-t ►!'rill
P.e\iewed Br:
= — — — — — — — — — — — — — — — — —
Date:
ii Property Address/Location of C'on5tRIO loll Work- _ _ _ _ _ _ _ _ _ _ _ _ _ _ — — —
�pprn.erl for processing Building Permit.
-�a,5` 09iC�ac lbw AVP Storm«ater Management Control Plan Not Required.
ALI14L-6l &L 1 q'5? Storm° ater Management Control Plan is Required.
® (Forwaid to Engineering Department for Review.)
FORiV1 SMCP-TOS Ivl AY 2U 14
i
�O,�Qf SQ�/ryo!
' 4
Town Halt Annex Telephone(631)765-1802
54375 Main Road ci+ Fax{631)76595Q2
P.O.Box 1179 G Q raQer.richert(ctown.southola.nV.us
Southold,NY 11971-0959
BUHII DING DEPARTMENT
TOWN OF SOUT HOLD
APPLICATION FOR�ELECTRICAL,INSPECTION
REQUESTED BY: -0�0WL.Q) A clle f Date: 5 2S Zi
Company Name:
ceneoki
Y12
Name: I t�SZ QJ a EaSlemEOergy8yslelhtSGt�-
License No.: sysMaNuckeNiii%2
(631)7794004 I
Address:
Phone No..
rnq 400 4
JOBSITE INFORMATION: (*Indicates required information)
II
`Name:
*Address: 4CS 14a 1'bar LAS aQIiP�
*Cross Street:
*Phone No:: 13111 r7 rl
Permit No.: 0
Tax-Map District: 1000 Section: O� Block: 3 Lot:
*BRIEF DESCRIPTION OF WORK(Please Print Clearly) S01GI r �nS�dc �► �
- i
(Please Circle All That Apply) j
*Is job ready for inspection: YES NO Rough in en-
*Do-you deed a Temp Certificate: YES! NO
Temp Information(if needed)
*Service Size: FIPha)s 3Phase 100 150 200 300 350 400 Other
*New Service: rd-connect Underground , Number of Meters Change of Service Overhead
Additional Information: PAYMENT DUE WITH APPLICATION j
!r
I
82-Request for Inspecfion Foran
I
MAP OF
LOT 14
MAP OF EAST INLET ESTATES' p
FILED MAY 1, 1975 FILE NO. 6249 OR ApENUE p X497 a
E
AT MA=UCK H N898.10
a-�2 »a.2s
TOWN OF SOUTHOLD
SUFFOLK COUNTY, N.Y. N708'40'E
tn
1000-100-03-10.14 2��0.30 N ms
SCALE: 1=40'
NOV. 1, 1985 -O moo, i
JAN.15,1986 (REWSION) O. rT
$ Q _
MARCH 20,1986 (FOUNDATION LOC.) 9frn
a
Z� ' 0
AUG. 1,1986 (FINAL) GS r,' �'� �� o ►C-.
SEPT. 11, 1986 (CERIIF.) �' �p� Vol 1
FEB. 1, 2016
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A=PIPE
A=STAKE \ CERTIFIED TO. C e
■=MONUMENT JEROME A. ADLER
BETH F LE13OMTZ
ELEVATIONS ARE REFERENCED TO MEAN SEA LEVEL CHIGAGO TITLE INSURANCE A 40 '•
N.Y.S. LIC. NO. 4961
ANY ALTERATION OR ADDI77ON TO THIS SURVEY IS A WOZA77ON \� TOTAL AREA = 51,055 sq.ft. EG 0� YOBS, P.C.
OF SEC77ON 7209OF THE NEW YORK STATE EDUCATION LAW (631) 765-5020 FAX (631) 765-1797
EXCEPT AS PER SEC77ON 7209—SUBDIVISION 2 ALL CERPFICATIONS ADD177ONAUY TO COMPLY WITH SAID LAW THE TERM ALTERED BY P.O. BOX 909
HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY lF MUST BE USED BY ANY AND ALL SURVEYORS UTILIZING A COPY
SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR OF ANOTHERS SURVEYORS MAP.TERMS SUCH AS lNSPEC7ED'AND 1230 TRAVELER STREET 85-381
WHOSE SIGNATURE APPEARS HEREON. BROUGHT— 70—DATE'ARE NOT IN COMPLIANCE WITH THE LAW. SOUTHOLD, N.Y. 11971
STATE OF NEW YORK
WORKER'S COMPENSATION BOARD
CERTIFICATE OF INSURANCE COVERAGE UNDER THE NYS DISABILITY BENEFITS LAW
PART 1.To be completed by Disability Benefits Carrier or Licensed Insurance Agent of that Carrier
1a.Legal Name and Address of Insured(Use street address only) 1b.Business Telephone Number of Insured
EASTERN ENERGY SYSTEMS INC. 631-807-6515
1c.NYS Unemployment Insurance Employer Registration
Number of Insured
7470 SOUND AVENUE
1d.Federal Employer Identification Number of Insured
MATTITUCK, NY 11952
or Social Security Number
204209085
2.Name and Address of the Entity requesting Proof of Coverage 3a.Name of Insurance Carrier
(Entity being listed as the Certificate Holder) ShelterPoint Life Insurance Company
3b.Policy Number of Entity listed in box 1a":
TOWN OF SOUTHOLD DBL254520
54375 MAIN RD. 3c.Policy effective period:
PO BOX 1179 06/07/2014 to 06/06/2016
SOUTHOLD, NY 11971
4.Policy covers:
a. Z All of the employer's employees eligible under the New York Disability Benefits Law
b. FJ Only the following class or classes of the employer's employees:
Under penalty of perjury,I certify that I am an authorized representative or licensed agent of the insurance carrier referenced
above and that the named insured has NYS Disability Benefits insurance coverage as described above,
Date Signed 6/3/2015 By wid Af
(Signature of insurance carrier's authorized representative or NYS Licensed Insurance Agent of that insurance carrier)
Telephone Number 516-829-8100 Title Chief Executive Officer
IMPORTANT:If box"4a"is checked,and this form is signed by the insurance carrier's authorized representative or NYS Licensed Insurance Agent
of that carrier,this certificate is COMPLETE.Mail it directly to the certificate holder.
If box"4b"is checked,this certificate is NOT COMPLETE for the purposes of Section 220,Subd.8 of the Disability Benefits Law.
It must be mailed for completion to the Worker's Compensation Board,DB Plans Acceptance Unit,328 State Street,Schenectady,NY 12305.
PART 2.To be completed by NYS Worker's Compensation Board (Only if box "4b" of Part 1 has been checked)
State of New York
Worker's Compensation Board
According to information maintained by the NYS Worker's Compensation Board,the above-named employer has complied with the NYS
Disability Benefits Law with respect to all of his/her employees.
Date Signed By
(Signature of NYS Worker's Compensation Board Employee)
Telephone Number Title
Please Note:Only insurance carriers licensed to write NYS Disability Benefits insurance policies and NYS Licensed Insurance Agents of
those insurance carriers are authorized to issue Form DB-120.1.Insurance brokers are NOT authorized to issue this form.
D13-120.1 (12-13)
Additional Instructions for Form D13-120.1
By signing this form,the insurance carrier identified in Box"3"on this form is certifying that it is insuring the
business referenced in Box"1a"for disability benefits under the New York State Disability Benefits Law.The
Insurance carrier or Its licensed agent will send this Certificate of Insurance to the entity listed as the certificate
holder In Box"2".This certificate is valid for the earlier of one year after this form is approved by the insurance
carrier or its licensed agent,or the policy expiration date listed in Box"3c".
Please Note:Upon the cancellation of the disability benefits policy Indicated on this form,if the business continues to be named
on a permit,license or contract Issued by a certificate holder,the business must provide that certificate holder with a new
Certificate of NYS Disability Benefits Coverage or other authorized proof that the business Is complying with the mandatory
coverage requirements of the New York State Disability Benefits Law.
DISABILITY BENEFITS LAW
§220. Subd. 8
(a)The head of state or municipal department, board,commission or office authorized or required by
law to Issue any permit for or in connection with any work involving the employment of employees In
employment as defined in this article, and notwithstanding any general or special statute requiring or
authorizing the Issue of such permits,shall not issue such permit unless proof duly subscribed by an
insurance carrier is produced in a form satisfactory to the chair,that the payment of disability benefits
for all employees has been secured as provided by this article. Nothing herein, however,shall be
construed as creating any liability on the part of such state or municipal department, board,commission
or office to pay any disability benefits to any such employee if so employed.
(b) The head of state or municipal department, board,commission, or office authorized or required by
law to enter into any contract for or In connection with any work involving the employment of employees
In employment as defined in this article,and notwithstanding any general or special statute requiring or
authorizing any such contract,shall not enter into any such contract unless proof duly subscribed by an
Insurance carrier Is produced in a form satisfactory to the chair,that the payment of disability benefits for
all employees has been secured as provided by this article.
DB-120.1 (12-13) Reverse
A
PP AS NOTED
DATE: B.P.# � _Z_ ELECTRICAL
FEE: INSPECTION REQUIRED
-4&-L
NOTIFY BUILDING DEPART NT AT
765-1802 8 AM TO 4 PM FOR THE
FOLLOWING INSPECTIONS:
1. FOUNDATION - TWO REQUIRED
FOR POURED CONCRETE
2. ROUGH - FRAMING & PLUMBING
3. INSULATION
4. FINAL- CONSTRUCTION MUST
BE COMPLETE FOR C.O. RETAIN STORM WATER RUNOFF
ALL CONSTRUCTION SHALL MEET THE PURSUANT TO CHAPTER 236
REQUIREMENTS OF THE CODES OF NEW OF THE TOWN CODE.
YORK STATE. NOT RESPONSIBLE FOR
DESIGN OR CONSTRUCTION ERRORS.
COMPLY WITH ALL CODES OF
NEW YORK STATE & TOWN CODE
AS REQUIRED AND CONDITIONS OF
S-9114.00 Re
so>�eEe�euw�Rls
OCCUPANCY OR
USE IS-UNLAWFUL
WITHOUT vC'ERTIFICATF
OFOCCUPANC.y
LUIGI CLAUDIO SCIANDRA, P.E.
-5 Wesleyan Court.Smithtown, NY 11787-3011 . (631)-543-2953•fax(631)543-1526
E-mail:les4d@aol.com
-Friday,May 19, 2017
Eastern Energy Systems
7470 Sound Avenue
Mattituck, New York 11952
Tel.-63 1-779=4004
Attn.: Mr. Mike Lawton
Engineer/Project Manager
Re: Forty Two (42)280 W P. V. Roof Top
Solar Panel Array, 11.76 kW Total Output,for
Adler-Residence—465-Harbor View Avenue
Mattituck, New York 11952
-Dear Mr.Lawton:
Pursuant to your request, I have reviewed the following information regarding the subject roof
top solar panel-array:
• Cover Sheet with Site Visit/Verification prepared by E2Sys representative identifying
specific site information including size and spacing of rafters for the existing roof.
-Design drawings of the proposed system to include site plan, roof plan, mounting
details for the solar panels.This information was prepared by E2Sys and will be utilized
-for approval-by-the Town of Southold-and for construction of-the proposed system.
Based on the above documentation, I have evaluated the structural capacity of the existing
system to support the additional loads imposed by the solar panel arrays and offer the
following comments:
The existing roof type is provided with asphalt shingles, '/" plywood decking,2"x8"Douglas Fir
rafters at 16"on center,with 240 roof pitch for Array 1, 2"x 8" Douglas Fir ceiling joists at 16"on
-center, 2"x4"-Douglas-Fir-collar ties-at 48"-on-center.-Our review ofthephotos-of the-exterior
roof indicates no signs of settlement or misalignment caused by overstressed underlying
structural members.
Structural Analysis:
The structural analysis has been carried out using the following design criteria:
Design-wind-speed-(3 sec.-gust): 130 mph
1
Ground snow load: 20 lbs/sq. ft.
Solar Arrays 1-3 dead load: 2.7 lbs/sq. ft.
Total Weight-of Array 1: 2037.76 lbs
The above values are within acceptable limits of recognized industry standards for similar
structures. The structural analysis, performed for the existing structure and for the solar panel
arrays, utilizing the above design-loads, indicates that the-existing-roof-rafters-will-be-able to
supports the additional panel weight without damage, if installed correctly.
The onsite inspection-and the photographs show that the roof framing is in-good conditions.
However, the dwelling owners are to be made aware that long term build up of heavy snow
conditions may produce deflections in the roof structure. If any deflection is noticed, than it is
recommended that the-solar-panels-be-cleared-of-accumulated-snow more than-one-(1)foot
deep over a period of one week. If no deflections are visible under any snow loading over a
period of time, then there is no need to clear the solar panels.
Based on the above evaluation, it is the opinion of the undersigned professional engineer,that
with appropriate solar panel anchors being utilized,the roof system will adequately support the
additional-loading imposed-by the-solar-panel-arrays.
This evaluation is in conformance with the 2015 International Residential Code, 2016 New
York State Supplement to the Uniform Code, the 2015 Wood Frame construction Manual,
SEI/ASCE 7 "Minimum Design Loads for Buildings and Other Structures", current industry
standards and practice and based on documentation and data supplied by E2Sys at the time of
-this-report.
Should you have any questions regarding the above or if you require additional information,do
-not hesitate to contact me. Sincerely,
uigi`Claudio Scian ra,-P. E.
�Qq�c of SEW y0
J\G,p SclgfV RIr
AROFESS04
2
SCOPE OF WORK EN:ABCEP
DRAFTING BY
MINNICK
CERTIFIED
112-129
TO INSTALL A 11.760 KW SOLAR PHOTOVOLTAIC (PV)SYSTEM AT THE '
ADLER RESIDENCE, LOCATED AT 465 HARBOR VIEW AVE., MATTITUCK, NY 11952. �`°
THE POWER GENERATED BY THE PV SYSTEM WILL BE INTERCONNECTED �t,°�' REVISIONS
WITH THE UTILITY GRID THROUGH THE EXISTING ELECTRICAL SERVICE EQU)PMENT. 4`_ Culctroguo DESCRIPTION DATE REV
THE PV SYSTEM DOES NOT INCLUDE STORAGE BATTERIES.
SYSTEMRATING ° ORIGINAL 05-15-2017
7a@ftuck
11 760 kW DC STC
SoundAvenuo laurel
EQUIPMENT SUMMARYBohiniHollow
42 TRINA 28OW TSM-28ODD05A.05(II)ALLMAX PLUS 60 CELL PV MODULES Wallin River`' __-
42 ENPHASE MICRO INVERTER M250-60-2LL-S22 Aqw uo CONTRACTOR
I IRONRIDGE XR100 MOUNTING SYSTEM i ' "� sr � t�'d NcxlhSoa
SHEET INDEX '`
of
PV-1 COVER _ in
/ Nun �r inn , — o�
PV-2 SITE PLAN Calverlon 'S f
PV 3 ROOF PV LAYOUT 3 ids i� � ' + SOLAR UNIVERSE
.°'•`.
PV-4 STRUCTURAL/ DETAILS &SECTIONS ossPxeeo: a '= =< ,� _;rte _ w` i--f^�- r 7470 SOUND AVE
PV-5 3-LINE ELECTRICAL DIAGRAM
MATTITUCK, NY 11952
GOVERNING CODES LICENSE # 43889 H
2014 NATIONAL ELECTRICAL CODE: PROJECT NAME
2015 INTERNATIONAL RESIDENTIAL CODE AND NYS 2016 SUPPLEMENT. OF NEIIV y
SUPPLEMENTUNDERWRITERS LABORATORIES (UL)STANDARDS coO SCIq R w C!d
OSHA 29 CFR 1910.269 � " PROJECT LOCATION U > Ln
GENERAL NOTES
w _
1. CONTRACTOR SHALL CHECK AND VERIFY ALL CONDITIONS
AT THE SITE PRIOR TO STARTING TO WORK AND SHALL Fp 060935 A �a0 > z
FAMILIARIZE HIMSELF WITH THE INTENT OF THESE PLANS pROFESsIw
AND MAKE WORK AGREE THE SAME.
2. CONTRACTOR OR OWNER SHALL OBTAIN ALL REQUIRED ® ()
APPROVALS, PERMITS, CERTIFICATES OF OCCUPANCY,
10. CONTRACTOR TO EFFECT AND MAINTAIN INSURANCE, I.E.
INSPECTION APPROVALS, ETC., FOR WORK PERFORMED CONTRACTOR'S LIABILITY, WORKMAN'S
FROM AGENCIES HAVING JURISDICTION THEREOF, IF COMPLETED OPERATION, ETC. ADEQUATE FOR THE
w
REQUIRED. PURPOSES OF THIS PROJECT AND FURNISH PROOF OF
3. ALL WORK SHALL CONFORM TO CONSTRUCTION CODE
AND ALL RULES AND REGULATIONS OF THE RESPONSIBLE SAME PRIOR TO COMMENCING WITH WORK.
11. EACH SUBCONTRACTOR SHALL BE RESPONSIBLE FOR � Lr)
JURISDICTION. MAINTAINING SAFETY ON THE JOB SITE DURING THE "° '_04. IF THE COURSE CONSTRUCTION A CONDITION CONSTRUCTION PHASE TO COMPLY WITH THE REGULATIONS
A d"
EXISTSS WHICH DISAGREES WITH THAT AS INDICATED AND REQUIREMENTS OF THE OCCUPATIONAL SAFETY AND
THESE PLANS, THE CONTRACTOR SHALL STOP WORK AND HEALTH ADMINISTRATION. THIS SHALL INCLUDE, BUT ARE
NOTIFY THE ENGINEER. SHOULD HE FAIL FOLLOW THIS NOT LIMITED TO: PROVIDING FOR ADEQUATE AND PROPER
PROCEDURE AND CONTINUE WITH THE WORK, HE SHALL SHEET NAME
ASSUME ALL RESPONSIBILITY AND LIABILITY THEREFROM BRACING, SAFETY RAILINGS AND SECURE FOOTINGS FOR
5. ALL STRUCTURAL STEEL SHALL BE A-36 AND SHALL BE ALL TEMPORARY SCAFFOLDING, STAIRS, ETC.. AS WELL AS
FABRICATED AND INSTALLED AS PER LATEST A.I.S.0 PERMANENT CONSTRUCTION. COVER
SPECIFICATIONS. 12. FIGURED DIMENSIONS SHALL GOVERN. DO NOT SCALE
DRAWINGS, WHERE DIMENSIONS ARE ESTABLISHED BY
6. ALL ELECTRICAL WORK SHALL BE BOARD OF FIRE ry
UNDERWRITERS APPROVED AND IN ACCORDANCE WITH EXISTING CONDITIONS EACH CONTRACTOR SHALL VERIFY
EXISTING CONDITIONS PRIOR TO ORDERING MATERIALS AND
N.E.C. & NYS CODES & REGULATIONS r'
COMMENCING WITH WORK. 4` + DRAWING SCALE
7. ANY DEVIATION FROM THESE PLANS WITHOUT THE :'., `
13 CONTRACTOR TO REMOVE ALL,DEBRIS CREATED BY THIS
WRITTEN CONSENT OF THE ENGINEER WILL NEGATE THE WORK FROM THE SITE AND DISPOSE OF IN A LEGAL N.T.S.ENGINEER'S CERTIFICATION OF THESE PLANS. MANNER ON A WEEKLY BASIS OR SOONER IF CONDITIONS
8. THESE DRAWINGS AS INSTRUCMENTS OF SERVICE ARE WARRANT.
AND SHALL REMAIN THE PROPERTY OF THE ENGINEER 14. AT THE COMPLETION OF WORK, THE SITE TO BE
WHETHER THE PROJECT FOR WHICH THEY ARE MADE IS CLEARED OF ALL DEBRIS AND EXCESS MATERIALS. THE °
EXECUTED OR NOT. THEY ARE NOT TO BE USED ON ANY SHEET NUMBER
_ OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT FACILITY IS TO BE LEFT BROOM CLEAN AND WORK IS TO BE
COMPLETED TO THE TOTAL SATISFACTION OF THE OWNER AERIAL VIEW
9. CONTRACTOR SHALL PROTECT, PATCH AND REPAIR ALL
EXISTING WORK ADJACENT TO HIS WORK, OR DAMAGED AS PRIOR TO RELEASE OF FINAL PAYMENT. b
RESULT OF HIS WORK.
DESIGN&DRAFTING BY
JAMIE MINNICK
NABCEP CERTIFIED
OF NEW 1, 051112-129
5 p,SCI OR'F'
v 9 REVISIONS
DESCRIPTION DATE REV
DRIVEWAY ORIGINAL 05-15-2017
z
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pROPESSIONp"
LEGEND
EXISTING UTILITY METER
MAIN SERVICE PANEL
NEWPV SUB-PANELS CONTRACTOR -
A/C DISCONNECT
COMBINER
INVERTERS
e GND ELECTRODE
PV MODULE
RACKING RAIL
0 O ATTACHMENT POINT
0LAR UNIVERSE
RAFTERS 7470 SOUND AVE
n o -ROOF PITCH ANGLE MATTITUCK, NY 11952
SUNRUN METER LICENSE # 43889 H
VENT
�0° 00 00:7 0PLUMBING VENT PROJECT NAME
®SKY LIGHT
®CHIMNEY W
COMPOSITE SHINGLES
COMO
N
OD CONDITION W /> Ln
EPOTENTIAL SHADING ISSUES 1 T
TRIM/REMOVE AS NECESSARY LJ \ V'
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24,_$.7 �\
\ SHEET NAME
SITE PLAN
16,_$
13'-5' \\
DRAWING SCALE
N.T.S.
SHEET NUMBER
PV-2
- 2 \\
DESIGN&DRAFTING BY.
JAMIE MINNICK
O CONSTRUCTION SUMMARY NABCEP CERTIFIED
051112-129
O (42) TRINA 280W TSM-280DD05A ALLMAX PLUS 60 CELL PV MODULES, 1 .760 kW DC STC.
(42) ENPHASE MICRO INVERTER M250-60-2LL-S22 REVISIONS
(62) ATTACHMENT POINTS @ 64" OC MAX. DESCRIPTION DATE REV
OF NEW> (282) LF IRONRIDGE XR100 MOUNTING SYSTEM. ORIGINAL 05-15-2017
cl O SOI o ROOF TYPE = ASPHALT SHINGLE.
J ROOF STRUCTURE = ASSY #1 2X8 DOUGLAS FIR RAFTER @16" O.C.
ROOF STRUCTURE = ASSY #1 2X8 DOUGLAS FIR JOIST @16" O.C.
* * ROOF STRUCTURE = ASSY #1 2X10 DOUGLAS FIR RIDGE BEAM
z�
060935'A �aG
AROFESSI) -
CONTRACTOR
NOTE:
ARRAY #1
42 MODULES 6" SPACING BETWEEN PV MODULES TYP.
24° PITCH DIMENSIONS ARE FROM EDGE OF PV MODULES SOLAR UNIVERSE
240° AZIMUTH
TO EDGE OF ROOF SHINGLES TYP. 7470 SOUND AVE
MATTITUCK, NY 11952
` 0�do LICENSE # 43889 H
"/, 'v/• /, /,�/i„%/"%i/ %, �i/': ',, ../ i, ,/i ,/ , i%, .,/j/,,i.-'/,;'% ii.^'/.//,•' , �� ,: 1`VD
SETBACK" @RIDGE //- , / // /. �i//;' // / i% PROJECT NAME
90 co
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j /ice%O� -I
1 7-
;/U)�/'/
/ LEGEND
EXISTING UTILITY METER
MAIN SERVICE PANEL
NEW PV SUB-PANELS
I
I I A/C DISCONNECT
I F i I I I ,/,, m
COMBINER SHEET NAME
+ •�/ %'% INVERTERS
GND ELECTRODE
z/ QPVMODULE ROOF DETAIL
ix —RACKING RAIL
6'-11'
_0 ATTACHMENT POINT
RAFTERS DRAWING SCALE
ROOF PITCH ANGLE
N.T.S.
SMETER
UNRUN
®VENT
CONSTRUCTION NOTES a" ® �M
SKYL HT
7'-5-
SHEET NUMBER
1.) ALL EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE WITH THE ®CHIMNEY
MANUFACTURER'S INSTALLATION INSTRUCTIONS. TE SHINGLES PV-3
ITION
2.) ALL OUTDOOR EQUIPMENT SHALL BE RAINTIGHT WITH MINIMUM NEMA 3R RATING. GOODTIAL SHADING
POTENTIAL SHADING ISSUES
3.) ALL LOCATIONS ARE APPROXIMATE AND REQUIRE FIELD VERIFICATION. TRIM/REMOVE AS NECESSARY
LOAD CALCULATIONS ARRAY #1
Module Weight 41.00 Lbs ITEM DESCRIPTION ARRAY #1 DESIGN&DRAFTING BY
# of Modules 42 R) Rafter 2x8 D-FIR @16" O.C. JAMIE MINNICK
Total Module Wei ht 1722.00 Lbs of NEW
Y (D) Decking1/2" PLYWOOD NABCEP CERTIFIED
Total Length of Rail 282.00 Ft �P�� OR (C) Collar Tie 2x4 D-FIR @48" O.C. oslllz-Izs
Rall Wel ht SCIA
Foot 0.68 Lbs 5 IA (J) Joist 2x8 D-FIR @16" O.C.
Total Rail Wei ht 191.76 Lbs v� (P) Pitch 24° REVISIONS
# of Standoffs 62 * * (RB)l Ride Board/Beam 2x10 D-FIR DESCRIPTION DATE REV
Weight per standoff 2 Lbs t, (H) San Width 268" ORIGINAL 05-15-2017
Total Standoff Weight 124.00 Lbs
Total Array Weight 2037.76 Lbs sF 080935-^
Point Load 25 Lbs pp (R) (RB
Total Array Area 756 Sq Ft RoFEssloN�
Arrav Dead Load 2.7Lbs/S Ft (D)
As per ASCE 7 - Method 1: D fig -2 to e -
P net =0 Kzt Pnet30 eq 6-2 t sec 6.5.7 1 net to e - #
CLIMACTIC AND Ground Wind Speed Live load, Point Max fastener
GEOGRAPHIC DESIGN Category Snow Load 3 sec gust pnet30 per pullout load Fastener Type spacing along CONTRACTOR
CRITERIA Pg mph ASCE7, psf Ib. rails, In.
A # 20 130 # 468 5/16" x 6" Stainless Steel 64"
Roof Section B # TYP. TYP. # TYP. Lag Bolts
___LE R301.2(1)
(C)
TABSOLAR UNIVERSE
CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA ; 7470 SOUND AVE
i MATTITUCK, NY 11952
GROUND WIND DESIGN SEISMIC SUBJECTTODAMAGE FROM WINTER ICEBARRIER FLOOD AIR_ MEAN LICENSE # 43889 H
SNOW Speed°Topographic Specialwin_d Wind-borne DESIGN Weathering° Frost line Termite° DESIGN UNDERLAYMENT HAZARDS°FREEZING ANNUAL_
LOAD" effectsk region' debris zone' CATEGORY' depth b TEMP! REQUIRED' INDExI TEMP!
Ibsife mph °F 2 (H PROJECT NAME
20 130 _YES_ NO YESB __SEVERE __3'-0' _MODERATE 11 ___-_YES NO 452 -
—� _ — —T 1 mile TO HEAVY
For SI 1 pound per square foot=0 0479 kPa,1 mile per hour=0 447 m/s. (K) (J) W
a. Weathering may require a higher strength concrete or grade of masonry than necessary to satisfy the structural N
requirements of this code.The weathering column shall be filled in with the weathering index,"negligible,""moderate"or"severe"for concrete as U Q Lr)
determined from Figure R301.2(3).The grade of masonry units shall be determined from ASTM C 34,C 55,C 62,C 73,C 90,C 129,C 145,C 216
or C 652 z
b. The frost line depth may require deeper footings than indicated in Figure R403 1(1) The jurisdiction shall fill in the frost line depth column with ROOF FRAMING DETAIL `—
the minimum depth of footing below finish grade SCALE: 1/2" = 1'-0" Q W
C. The jurisdiction shall fill in this part of the table to indicate the need for protection depending on whether there has been a history of local
subterranean termite damage
d. The jurisdiction shall fill in this part of the table with the wind speed from the basic wind speed map[Figure R301.2(4)A].Wind exposure w Y
category shall be determined on a site-specific basis in accordance with Section R301.2 14. O U
e. The outdoor design dry-bulb temperature shall be selected from the columns of 971/2-percent values for winter from Appendix D of the
International Plumbing Code.Deviations from the Appendix D temperatures shall be permitted to reflect local climates or local weather experience CO
as determined by the building official. (r �--
C The jurisdiction shall fill in this part of the table with the seismic design category determined from Section R301 2 2 1 WJ Q
g. To establish flood hazard areas,each community regulated under Title 19,Part 1203 of the Official Compilation of Codes,Rules and MODULE MOUNTING CLIP
Regulations of the State of New York(NYCRR)shall adopt a flood hazard map and supporting data.The flood hazard map shall include,at a 0 Q
minimum,special flood hazard areas as identified by the Federal Emergency Management Agency in the Flood Insurance Study for the community, SOLAR MODULE Q
as amended or revised with: BOLT AND STEEL 3/S"
I.The accompanying Flood Insurance Rate Map(FIRM),
ii Flood Boundary and Floodway Map(FBFM),and
iii.Related supporting data along with any revisions thereto.
The adopted flood hazard map and supporting data are hereby adopted by reference and declared to be part of this Section. ALUMINUM"L"BRACKET SHEET NAME
h. In accordance with Sections R905 12,R905.4.3.1,R905.5.3.1,R905.6 3 1,R905 7 3.1 and R905 8 3 1,where there has been a history of
local damage from the effects of ice damming,the jurisdiction shall fill in this part of the table with"YES"Otherwise,the jurisdiction shall fill In this
part of the table with"NO" STRUCTURAL
I. The jurisdiction shall fill In this part of the table with the 100-year return period air freezing index(BF-days)from Figure 8403 3(2)or from the LUMINUM FLASHING
zxa RAFTER
100-year(99 percent)value on the National Climatic Data Center data table"Air Freezing Index-USA Method(Base 327)."
j. The jurisdiction shall fill in this part of the table with the mean annual temperature from the National Climatic Data Center data table"Air 5i16"x 6°STAINLESS
Freezing Index-USA Method(Base 32°17)" STEEL LAG BOLT WITH
k. In accordance with Section R301 2.1.5,where there is local historical data documentingstructural damage to buildings due to topographic z NE MIN THREAD DRAWING SCALE
9 9 P ASP INGLE ROOF PENETRATION SEALED
wind speed-up effects,the jurisdiction shall fill in this part of the table with"YES."Otherwise,the jurisdiction shall indicate"NO"in this part of the WITH GEOCEL 4500
table AS NOTED
I. In accordance with Figure R301.2(4)A,where there is local historical data documenting unusual wind conditions,the jurisdiction shall fill in this
part of the table with"YES"and
m. In accordance with Section R301 2 1 2 1,the jurisdiction shall indicate the wind-borne debris wind zone(s) Otherwise,the jurisdiction shall
indicate"NO"in thisart of the table.
P SHEET NUMBER
n. The ground snow loads to be used in determining the design snow loads for roofs are given in Figure R301 2(5)for sites at elevations up to
1000 feet.Sites and elevations abov_a 1__000_fee_t_shall have their ground snow load increased from the mapped value by 2 Ibs/ft2 for every 100 feet PV-4
above 1000 feet MOUNTING DETAIL
(`) See Figure R301 2(4)B SCALE: 1 1/2" = 1'-O" 1
SOLAR ARRAY(11.76 kW) 1 DESIGN&DRAFTING BY
(42)TRINA TSM 260DD05AAs(n)SOLAR MODULES TOTAL SOLAR MOD UF
(42)MICRPAN
INVERTERS CONNECTED IN PARALLEL PER BRANCH GRCUIT JAMIE NABCEP CERTIFIED
MINNI
I
FIED
051112-129
STRING#1
STRING OF 14 MODULES _
AND 14 MICRO-INVERTERS _ _ _ — — — — — — — _ — —
ENPHASE
r_ ____________ ___ RANCH REVISIONS
TERMINATOR(TYP)
DESCRIPTION DATE REV
r_ _________________________ G G G G a G c G G a G c G G
ORIGINAL 05-15-2017
MICRO-INVERTER
STRING#2 ENPHASE 1.0 A 0-60 -S2X TO UTILITY GRID
STRING OF 14 MODULES 240 VAC,1A A
I
AND 14 MICRO-INVERTERS
96 5%CEC-WEIGHTED EFF
.
c — — — — = NEMA 6,UL LISTED(TYP)
I
J BI-DIRECTIONAL
�— ---------------- c c o G c o c c o G c c --c --o O UTILITY METER
I _____ _____ _____ _____ _____ _____ _ OF NEIv Y 1-PHASE,240V
jSTRING#3 C, O SCI
STRING OF 14 MODULES
AND 14 MICRO-INVERTERS = _ _ - _ _ _ _ _ — _ — — CONTRACTOR
T_
It
PER�____o P NEC INT OF INTER
LEN"OF AP CONDUCTORS
_ ENPHASE BRANCHc
sF0 060935•1z,�,�aG SHALL NOT EXCEED ID FT
JUNCTION BOX CIRCUIT CABLE(TVP) A 'zf-
MAN SERV CE DISCONNECT
BID —240
240 V,200 A
24 V. 4
LISTED
UL LISTED A 4 AL1 L1 SOLAR UNIVERSE
I
I
SOLAR LOAD CENTER
� Lz Lz 7470 SOUND AVE
Y N L2 Li N L2 L1 Y N L2 L1 SOD HOM612LIWRB AC DISCONNECT MATTITUCK NY 11952
240 VAC,100 A
I I I NEMA 3R,UL LISTED SO D D22]NRB L1 L1
(])20A2-FOLE BREAI�RS 2b VAC,60A r----- LICENSE # 438 9
I I I NEMA 3R,UL L15TM 12 L2
I I I (2)60 A FUSES
I I I I
I 60 A n
Lt )� I L14L2
PROJECT NAME
G N L2 L1 G N L2 Lt G N L2 L1 / 20 A I I 1 i
L2 MAIN SERVICE PANEL
•PH AC W
1 N ' 1 1 ; 240 VAD �[
200 A `J
I � N G I r ___— �� � W � Ill
�1I
--------------------- — -------- G --20A I ELECTRO ELECTRODE
, 2
------------------------------I— -------- G -- f ❑
20A W
I I z O U
N
CO
WIRE & CONDUIT SCHEDULE J < �-
CIRCUIT CIRCUIT CIRCUIT CONDUCTOR CONDUCTORS CONDUCTOR CONDUIT FILL CONDUCTOR GROUND GROUND GROUND TYPE CONDUIT CONDUIT AMBIENT TEMP ESTIMATED Voltage Drop(% ❑
I.D.# ORIGIN DESTINATION SIZE PER POLE QUANTITY DEBATE INSULATION SIZE QUANTITY INSULATION (CU/AL) TYPE SIZE TEMP DERATE DISTANCE Q
31015 B 3 31015(8)(20/00)
STRING COMBINER BOX AWG#10 1 9 0.7 USE-2/PV Wire AWG#8 1 BARE CU FREE AIR V. 70°C 0.76 120 FT 0.8%
OR PVC
(2) COMBINER BOX AC DISCONNECT AWG#6 1 3 1 THWN-2 AWG#8 1 THWN-2 CU PVC 1" 452C 0.87 180 FT 0.3%
(3) AC DISCONNECT MAIN SERVICE PANE AWG#6 1 3 1 THWN-2 AWG#8 1 THWN-2 CU PVC 1" 45°C 0 87 10 FT 0.6% SHEET NAME
ELECTRICAL NOTES CALCULATIONS FOR CURRENT CARRYING CONDUCTORS 3-LINE DIA.
1)ALL EQUIPMENT TO BE LISTED BY UL OR OTHER NRTL,AND LABELED FOR ITS APPLICATION #1 Inverter Output Wire Ampacity Calculation CONFIGURATION
2)ALL CONDUCTORS SHALL BE COPPER,RATED FOR 600 V AND 909C WET ENVIRONMENT Inverter Output Circuit OCP Calculation (Inverter Imp)*(1.25) = 17.5 A
3)WIRING,CONDUIT,AND RACEWAYS MOUNTED ON ROOFTOPS SHALL BE ROUTED DIRECTLY AWG #10, ampacity*Temp Derate-Conduit Fill Derate= 21.28 A Modules per String 14+14+14
TO,AND LOCATED AS CLOSE AS POSSIBLE TO THE NEAREST RIDGE,HIP,OR VALLEY 21.28 A> 17.5 A,therefore DC wire size Is valid Inverters per Module 1
4)WORKING CLEARANCES AROUND ALL NEW AND EXISTING ELECTRICAL EQUIPMENT SHALL
COMPLY WITH NEC 110 26 #2 Combined Inverter Output Wire Ampacity Calculation Load Center to AC Disc. Number of Inverters 42 DRAWING SCALE
5)DRAWINGS INDICATE THE GENERAL ARRANGEMENT OF SYSTEMS CONTRACTOR SHALL Inverter Output Circuit OCP Calculation (Inverter Imp)*(1 25) = 52.5 A Record low temp -109C
FURNISH ALL NECESSARY OUTLETS,SUPPORTS,FITTINGS AND ACESSORIES TO FULFILL AWG #6, ampaclty*Temp Derate*Condult FIII Derate = 65.25 A Voc Temp Coefficient -0 29%/9C
APPLICABLE CODES AND STANDARDS 65.25 A> 52.5 A,therefore AC wire size is valid. DC SYSTEM SPECIFICATIONS CALCULATIONS N
6)WHERE SIZES OF JUNCTION BOXES,RACEWAYS,AND CONDUITS ARE NOT SPECIFIED,
THE CONTRACTOR SHALL SIZE THEM ACCORDINGLY Operating Current 8.8 A =(# of strings)*(Imp)
7)ALL WIRE TERMINATIONS SHALL BE APPROPRIATELY LABELED AND READILY VISIBLE. #3 Combined Inverter Output Wire Ampacity Calculation AC Disc.to MSP Operating Voltage 31.7 V =(# modules In series)*(Vmp)
8)MODULE GROUNDING CLIPS TO BE INSTALLED BETWEEN MODULE FRAME AND MODULE Inverter Output Circuit OCP Calculation(Inverter Imp)*(1.25) = 52.5 AMax.System Voltage 43.0 V modules lnsenes)*[(((-###°/DV/°C*01)*(LoTempWC-25))*(Voc))+(Voc)]
SUPPORT RAIL,PER THE GROUNDING CLIP MANUFACTURER'S INSTRUCTION 9 SHEET NUMBER
9)MODULE SUPPORT RAIL TO BE BONDED TO CONTINUOUS COPPER GEC VIA WEEB LUG AWG #6,ampaclty*Temp Derate-Conduit Fill Derate = 65.25 A Short Circuit Current 11.7 A =(# of strings)*(Isc)•(1.25) per Art 690 8(A)(1)
OR ILSCO GBL-4DBT LAY-IN LUG. 65 25 A> 52 5 A,therefore AC wire size Is valid. PV-
10)THE POLARITY OF THE GROUNDED CONDUCTORS IS(positive/negative) AC SYSTEM SPECIFICATIONS
OR - Max AC Output Current 52.5 A
10)THE DC SIDE OF THE PV SYSTEM IS UNGROUNDED AND SHALL COMPLY WITH NEC 690.35 operating AC Voltage 240 V