HomeMy WebLinkAbout42764-Z vafatt
Town of Southold 8/22/2018
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P.O.Box 1179
53095 Main Rd
�4o��� Southold,New York 11971
CERTIFICATE OF OCCUPANCY
No: 39858 Date: 8/22/2018
THIS CERTIFIES that the building SOLAR PANEL
Location of Property: 1000 Stillwater Ave, Cutchogue
SCTM#: 473889 Sec/Block/Lot: 103.-7-7
Subdivision: Filed Map No. Lot No.
conforms substantially to the Application for Building Permit heretofore filed in this office dated
5/31/2018 pursuant to which Building Permit No. 42764 dated 6/7/2018
was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for
which this certificate is issued is:
roof mounted solar panels on an existing one family dwelling as applied for.
The certificate is issued to Reventlow,John&Erin
of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL
ELECTRICAL CERTIFICATE NO.
PLUMBERS CERTIFICATION DATED
Authorized Signature
o�SUFEo TOWN OF SOUTHOLD
BUILDING DEPARTMENT
TOWN CLERK'S OFFICE
Cal
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#: 42764 Date: 6/7/2018
Permission is hereby granted to:
Reventlow, John & Erin
1000 Stillwater Ave
Cutchogue, NY 11935
To: install roof-mounted solar panels on existing single-family dwelling as applied for.
At premises located at:
1000 Stillwater Ave, Cutchogue
SCTM #473889
Sec/Block/Lot# 103.-7-7
Pursuant to application dated 5/31/2018 and approved by the Building Inspector.
To expire on 12/7/2019.
Fees:
SOLAR PANELS $50.00
ELECTRIC $100.00
CO -ALTERATION TO DWELLING $50.00
Total: $200.00
Buil g nspector
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 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. May 31 , 2018
New Construction: Old or Pre-existing Building: (check one)
Location of Property: 1000 Stillwater Avenue, Cutchogue
House No. Street Hamlet
Owner or Owners of Property: John Reventlow
Suffolk County Tax Map No 1000, Section 103 Block 7 Lot 7
Subdivision Filed Map. Lot:
Permit No. O_�L� Date of Permit. Applicant:SUNation Solar - Scott Maskin
Health Dept. Approval: Underwriters Approval:
Planning Board Approval:
Request for: Temporary Certificate Final Certificate: (check one)
Fee Submitted: $ 6-0
pp - ' nature
pF SOUTy�I
Town Hall Annex Telephone(631)765-1802
54375 Main Road N Fax(631)765-9502
P.O.Box 1179 G Q
•c��'YC roper.richert(a�town.southold.ny.us
Southold,NY 11971-0959
uff",
BUILDING DEPARTMENT
TOWN OF SOUTHOLD
CERTIFICATE OF ELECTRICIAL COMPLIANCE
SITE LOCATION
Issued To: Reventlow John
Address: 1000 Stillwater Avenue city Cutchogue st: New York zip: 11935
Budding Permit#. 42764 Section: 103 Block: 7 Lot: 7
WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE
Contractor: DBA: Sunation Solar Systems License No: 33412-ME
SITE DETAILS
Office Use Only
Residential Indoor Basement Service Only
Commerical Outdoor 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 FixtureTime Clocks
Disconnect Switches Twist Lock Exit Fixtures TVSS
Other Equipment: 12.870 W Roof Mounted Photovoltaic System to Include: 39 Panasonic 330 Panels,
1- SE-11400 Inverter with Disconnect.
Notes:
Inspector Signature: Date: July 24, 2018
0-Cert Electrical Compliance Form.xls
pF SOUlyolo
�ycourm,��'
TOWN OP SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION
[ ] FOUNDATION 1ST [ ] ROUGH PLRG.
[ ] FOUNDATION 2ND [ ] INSULATION
[ ] FRAMING / STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) ] ELECTRICAL (FINAL)
REMARKS:
DATE � INSPECTOR `
Fisher Engineering Services, P.C.
PO Box 30 . Oakdale •New York 11769
Phone: (631) 563-9028
July 2, 2018
Town of Southold Building Department V
Post Installation Certification R
AUG 1 5 2010
Subject: Engineer Statement for Solar Roof Installation
Residence: Reventlow— 1000 Stillwater Av, Cutchogue 'BUILDING DEff-
Permit No. 427.64.• TOWN OF SOUTHOLD
Installation Inspection Date: 06-29-2018
The roof mounted photovoltaic system at the above referenced residence has been
generally observed to be installed properly in accordance with the approved plans and is
certified by Fisher Engineering Services, P.C. to be in compliance with the minimum
requirements of the Town,the 2017 NYS Uniform Code, 2017 NYS Uniform Code
Supplement, 2015 International Residential Code (2015 IRC),Long Island Unified Solar
Permit Imitative (LIUSPI), and National Electric Code 2014, and the provisions of ASCE
7-10.
• ��p� NES,rO
1�
Sincerely, r
U7
William G. Fisher, P.E.
Licensed Professional Engineer
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Architectural Design•Residential•Light Commercial
Additions•Extensions•Conversions
Construction Estimates/Oversight•Expediting•Inspections
FIELD INSPECTION REPORT DATE COMMENTS
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INSULATION PER N.Y. y
STATE ENERGY CODE
FINAL
ADDITIONAL COMMENTS
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TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST
BUILDING DEPARTMENT Do you have or need the following,before applying9
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. Check
Septic Form
N.Y S.D E.C.
Trustees
C O Application
SFlood Permit
Examined 20 Single&Separate
Stone-Water Assessment Form JI
Contact:
Approved .2() Mail to.SUNation Solar Systems,Inc
Disapproved a/c 171 Remington Boulevard,Ronkonkoma NY 11779
Phone:(631)750-9454 I
Expiration 20 �c'i/
gtWing7lnspector 1
D INSTRUCTIONS
APPLICATION FOR BUILDING PERMIT
201
MAY 3 1 Date May 30 ,2018
a.This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4
� a=rate plot plan to scale.Fee according to schedule.
TOWN OF 5® O Dowing 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 tite premises available for inspection throughout the work.
e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector
issues a Certificate of Occupancy.
f.Every building permit shall expire if the work authorized has not commenced within 12 months after the date of l
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. j
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.
I
(Signature of applicant or name,if a corporation) !
SUNation Solar Systems,Inc 171 Remington Boulevard,Ronkonkoma NY 11779
(Mailing address of applicant) I
State whether applicant is owner,lessee,agent,architect,engineer,general contractor,electrician,plumber or builder
SUNation Solar Systems,Inc-Contractor
Name of owner of premises John Revenaow
(As on the tax roll or latest deed)
If applicant is a corporation,signatute of duly authorized officer
Scott Maskln-President
(Name and title of corporate officer)
Builders License No.44104-H
Plumbers License No. N/A
Electricians License No.33412-ME
Other Trade's License No
1. Location of land on which proposed work will be done:
1000 Stillwater Avenue Cutchogue I
House Number Street Hamlet
County Tax Map No. 1000 Section 103 Block 7 Lot 7
I
i
I
i
i
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 Residence
I
b. Intended use and occupancy Residence with addition of Solar Panels
I
3. Nature of work(check which applicable):New Building AdditionAlteration_�
Repair Removal Demolition Other Work say Ranea
(Description)
4. Estimated Cost Fee $200 00
(To be paid on tiling 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 j
8. Dimensions of entire new construction: Front Rear Depth
Height Number of Stories
9. Size of lot:Front Rear Depth
10.Date of Purchase Name of Former Owner
11.Zone or use district in which premises are situated
i
12. Does proposed construction violate any zoning law,ordinance or regulation?YES_NO x
i
13.Will lot be re-graded?YES_NO x Will excess fill be removed from premises?YES_NO x
14.Names of Owner of premises John Reventlow Address 1000 Stillwater Ave,cutchogue Phone No. 391-255-3648
Name of Architect wllllam c Fisher Address PO Box 30,Oakdale.NV 11788 Phone No 631-786-4419
Name of Contractor SUNahcn Solar Systems,Inc Address 171 RemnglonBoul—d.RONmnkomaNYPhone No. 631-750-9454
15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland?*YES NO x
*IF YES,SOUTHOLD TOWN TRUSTEES&D.E.C.PERMITS MAY BE REQUIRED.
b.Is this property within 300 feet of a tidal wetland?*YES NO x
*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 x
*IF YES,PROVIDE A COPY.
STATE OF NEW YORK)
SS:
COUNTY OF Suffolk )
Scott Maskin-President-SUNation Solar Systems,Inc being duly sworn,deposes and says that(s)lie is the applicant
(Name of individual signing contract)above named,
(S)He is the Contractor
(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
Sword to before me this i�
day of _ 20 iU
Notary P is gnature of'Applicant
VICTORIA M. WALKER
NOTARY PUBU(�-STATE bF NEW YORK
No. Q1 WA6319766
QuOlified in Suffolk County
My Commission Expires February 23.-2,019
Scott A. Russell ,� 0S11IFQ Ir�� STORMWA\T]EIK
SUPERVISOR U AWA\N A\(G IEMIEN T
SOUTHOLD TOWN HALL-P.O.Box 1179
53095 Main Road-SOUTHOLD,NEW YORK 11971Town of Southold
CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET
( TO BE COMPLETED BY THE APPLICANT )
TtOIES THIS PROJECT INVOLVE ANY OF 'T'll-IlE FOLLOWING:
YesNo (CHECK ALL THAT APPLY)
❑[` A. Clearing, grubbing, grading or stripping of land which affects more
❑E� than 5,000 square feet of ground surface.
B. 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.
[:]13/E.
ite preparation within the one-hundred-year f loodplain as depicted
FIRM Map of any watercourse.
P F. Installation of new or resurfaced impervious surfaces of 1,000 square
feet or more, unless prior approval of a Stormwater 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 & 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 your Building Permit Application.
APPLICANT (Property Owner,Design Professional,Agent,Contractor,Other) S.C.T.M. 1000 Date
District
NAME Scott Maskin-SUNation Solar Systems, Inc
(Pond Section Block Lot
****FOR BUILDING DEPARTMENT USE ONLY****
Contact Information 1.750.9454
iTdq,1N—b,0
Reviewed By:
Date:
Properly Address/Location of Construction Woik: — — — — — — — — — — — — — — — — —
1000 Stillwater Ave W 0 Approved for processing Building Permit.
Stormwater Management Conti of Plan Not Required
Cutchogue, NY 11935 Stormwater Management Control Plan is Required
(Forward to Engineering Department for Review)
FORM * SMCP-TOS MAY 2014
o� Iaf s�ryQ
Town Hall Annex / Telephone(631)765-1802 ,
54375 Main Road ,�yc(631)765-.
P.O.Box 1179 G�, c� roger.richbrt(c town.SOutllo d nY us
Southold,NX 11971-0959 ��ij'/�e ��
BUILDING DEPARTMENT
TOWN OF SOUTHOLD
APPLICATION FOR ELECTRICAL INSPECTION
REQUESTED BY: Gina Date: 05-30-2018
Company Name: SUNation Solar Systems, Inc
Name: Scott Maskin
License No.: 33412-ME
Address: 171 Remington Blvd, Ronkonkoma, NY 11779
Phone No.: 631-750-9454
JOBSITE INFORMATION: (*Indicates required information)
*Name: John Reventlow
*Address: 1000 Stillwater Avenue W., Cutchogue, NY 11935
*Cross Street:
*Phone No.: 631-255-3287
Permit No.:
Tax-Map District: 1000 Section: 103 Block: 7 Lot: 7
*BRIEF DESCRIPTION OF WORK(Please Print Clearly) 12,87OW Roof Mounted Solar PV System
Including. 39-Panasonic VBHN330SA16 PV Modules 1-Solaredge SE1140OA-US Inverter W/Disconnect
(Please Circle All That Apply)
*Is job ready for inspection: YES/ NO ,Rough In. Final
*Doo you need a Temp'Certificate: YES/ 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
B2.Request for Inspection Form -7
pF SOUT�oI
Town Hall Annex Telephone(631)765-1802
54375 Main Road y Fax(631)765-9502
P.O.Box 1179 G •
Southold,NY 11971-0959 Q a
BUILDING DEPARTMENT
July 30, 2018 TOWN OF SOUTHOLD
SuNation Solar
171 Remington Blvd
Ronkonkoma NY 11779
Re: Martem Management, 3025 Stars Rd, East Marion & Reventlow, 1000
Stillwater Ave, Cutchogue
TO WHOM IT MAY CONCERN:
The Following Items(if Checked)Are Needed To Complete Your Certificate of Occupancy:
NOTE: Post installation engineer's certification letter required stating the panels were installed per
NYS Building Code
Electrical Underwriters Certificate
A fee of$50.00.
Final Health Department Approval.
Plumbers Solder Certificate. (All permits involving plumbing after 4/1/84)
Trustees Certificate of Compliance. (Town Trustees#765-1892)
Final Planning Board Approval. (Planning#765-1938)
Final Fire Inspection from Fire Marshall.
Final Landmark Preservation approval.
Final inspection by Building Dept.
Final Storm Water Runoff Approval from Town Engineer
BUILDING PERMIT — 42731 & 42764- Solar Panels
n
New York State Insurance Fund
Workers'Compensation&Disability Benefits Specialists Since 1914
199 CHURCH STREET,NEW YORK,NY.10007-1100
CERTIFICATE OF WORKERS' COMPENSATION INSURANCE
0 m M
A A A A A A 753118816
SUNATION ROOFING SERVICES INC C
171 REMINGTON BOULEVARD
RONKONKOMA NY 11779
SCAN TO VALIDATE
AND SUBSCRIBE
POLICYHOLDER CERTIFICATE HOLDER
SUNATION SOLAR SYSTEMS INC TOWN OF SOUTHOLD
171 REMINGTON BOULEVARD 54375 ROUTE 25
RONKONKOMA NY 11779 SOUTHOLD NY 11971
POLICY NUMBER CERTIFICATE NUMBER POLICY PERIOD DATE
Z2160 670-2 617762 01/01/2018 TO 01/01/2019 4/20/2018
THIS IS TO CERTIFY THAT THE POLICYHOLDER NAMED ABOVE IS INSURED WITH THE NEW YORK STATE INSURANCE
FUND UNDER POLICY NO 2160 670-2, 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 YOU WISH TO RECEIVE NOTIFICATIONS REGARDING SAID POLICY,INCLUDING ANY NOTIFICATION OF CANCELLATIONS,
OR TO VALIDATE THIS CERTIFICATE,VISIT OUR WEBSITE AT HTTPS://WWW.NYSIF.COM/CERT/CERTVAL.ASP.THE NEW
YORK STATE INSURANCE FUND IS NOT LIABLE IN THE EVENT OF FAILURE TO GIVE SUCH NOTIFICATIONS.
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 INSURANCE FUND
J,y
U
DIRECTOR,INSURANCE FUND UNDERWRITING
VALIDATION NUMBER:539976195
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' SUFFOLK COUNTY DEPT OF LABOR,
LICENSING 8 CONSUMER AFFAIRS
HOMEIMPROVEMENT
"* CONTRACTOR
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ENSE
SCOTT A MASKIN
This certifies that the SUMESSNIME
bearer is duly SUNATION SOLAR SYSTEMS INC
licensed by the
County of Suffolk
44104-N 03106/2008
03/01/2020
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NOTIFY',BUILDING DEPART ENT AT
*-1802,` 8AM: TO 4P FOR THE
`FOL LCaYViNt'-INSPECTIONS:.
t.-FOUNDATION - TWO REQUIRED
OR POUREf� CONCRETE
2: RQUGH- -'FRAMING & PLUMBING
1',.1NSULAT"
4. FINAL,=;CONSTRUCTION MUST
-BE,COMPLETE FOR C.O.
ALL CONSTRUCTION SHALL MEET THE
REQUIREMENTS OF THE CODES OF NEW
YORK STATE. NOT RESPONSIBLE FOR
DESIGN OR CONSTRUCTION ERRORS.
COMPLY WITH ALL CODES OF
NEW YORK.STATE & TOWN CODES
AS REQUIRED AND CONDITIONS OF
SOUTHOLD TOWN ZBA
SOUTHOLD TOWN PLANNING BOARD
SOUTHOLD TOWN TRUSTEES
N.Y.S.DEC
OCCUPANCY OR
USE IS UNLAWFUL
WITHOUT CERTIFICATE
OF OCCUPANCY
ELECTRICAL.
INSPECTION REQUIRED
Fisher Engineering Services, P.C.
PO Box 30 • Oakdale •New York 11769
Phone: (631) 563-9028
May 27, 2018
Attention: Building Department
Subject: Engineer Statement for Solar Roof Installation
Project : Reventlow Residence- 1000 Stillwater Avenue, Cutchogue,NY 11935
I have verified the adequacy and structural integrity of the existing roof rafters for
mounting the solar collector system (photovoltaic system) and its installation satisfies the
structural roof framing design load requirements of the 2015-International Residential
Code and the 2017-New York State Uniform Code Supplement, Long Island Unified Solar
Permit Imitative (LIUSPI), and National Electric Code 2014.
I have reviewed and certify that the manufacturer's guidelines and equipment for the
photovoltaic system for the above residence meet the requirements for wind and snow
load and that the roof structure is adequate to carry the new loads imposed by the System.
For the installation of the solar mounting, the rails shall be securely anchored to the rafters
utilizing lag screws that have been designed for wind speed criteria of 130 mph and snow
ground criteria of 20 psf. Wind loads will exceed seismic loads. Other climate and
geographic design criteria are not applicable to this solar installation.
The installation shall be in accordance with the minimum requirements certified by this
letter. The existing roof rafter; see drawing for pre- fabricated structure details. There are
no structural modifications planned or required for the existing roof.
I hope that this letter serves and meets with the approval of the Building Department.
Sincerely, �r��o� NSW rod
mR& j , L
William G. Fisher, E.
Licensed Professional Engineer
Architectural Design•Residential•Light Commercial
Additions•Extensions•Conversions
Construction Estimates/Oversight•Expediting•Inspections
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reliability and longevity.This technology reduces more sunlight getting through to generate power.
annual degradation to 0 26% compare to 0 70%
In conventional panels, guaranteeing more power
for the long haul.
HIT®Is a registered trademark of Panasonic Group
R 7 .. , 2 7a Panasionmic
Photovoltaic Module
ELECTRICAL SPECIFICATIONS PERFORMANCE WARRANTY
100%
99%
Rated Power(Pmaxli 33OW 325W 95%
'.�;&"7yr,*t;• r ^� ,t f r'r at �t,'t., a iw 90 9e%
Maximum PpwerVoltage(Vpm) 580V 57 6V 90%
Maximum Power Current(lpm) 5 70A 5,65q5; `. y4 s1 ' 1*
''iti^1 d`a�+C' 4• r+ „a" # ;,'s'%; yl! More Power
Open Circuit Voltage fVocl 69,7V 69;6V es% ,i=rA. r ...,> 'ter ,-, 'y '`" zsr a,s
(Current Short Circuit lsc) 6,07A 6.03A
f I n U%
Temperature
k' +•w-.,a_ k a';r ,. .,,..r *: ;M1�;+.". .'* .rj .a�.e°%
Temperature Coefficient IPmax) -0.258%/'C =0.258%/°C "lt t a 4 ,x cs• x'^:' :^5'' <' ;F
95% y�rp 'g•,�.�,;
-0,16V/°C .0 16V/OC Coefficient(Voc)
Y
Temperature Coefficient list) 3,34mA/°C 3.32mA/°C '0%o s 10 �1s t s z° y ze
NOCT 44,0°C 44,0°C isPanasonic 0Conventional
CEC PTC Rating 311 3W 306,5W
Cell Efficiency 2209% 2176% DIMENSIONS
Module Efficiency 19.7% 19 4 415n 053] 38135] 03[516 51
'/u
B' —CI--
Watts per Ft,2 18,3W 18 OW t
Mazi pum System Voltage
606V 600V
l
I ,e$ ry oa
Series Fuse Rating 15A 15A j
Warranted Tolerance(-/+j +10%/-0%* +10%/-0%* A A y
I
Aq�
MECHANICAL SPECIFICATIONS
Internal Bypass Diodes 4 Bypass Diodes
O O
Module Area 18.02 Ft z I1.67mz) 39 ne091
I
Weight 4081 Lbs_(l 8.5kg1
�sr°szv
Dimensions LXWxH 62 bx41.5x9.4 m 11590x1053x35 mm1
iL L
I MOuntL—t1—
Cable Length+Male/-Female 40 2/40 2 in (1020/1020 mm)
Cable Size/Type No 12 AWO/PV Cabte
Connector Type' Multi-Contact®Type IV IMC4TM) W
L111[2� 0 0 994[25 25]
Static Wind/Snow Load 50 PSF(2400 Pal
Pallet Dimensions LxWxH 63.7x42.2x65,4 in. 1 260132] t 1457[371
Quantity per Pallet/Pallet Weight 40 pcs,/1719 Lbs (7801,1 Una inches Imml Section A—A' Section B—B'
Quantity per 40'Container 560 pcs
Quantity per 20'Container 240 pcs
DEPENDENCE ON IRRADIANCE
zoo
tnoow/rri
OPERATING CONDITIONS&SAFETY RATINGS 600 - ---
500 800w/cif
Q
Operating Temperature 40°F to 185°F(-40°C to 85°C) 4.00 9o0W/ni
Hail Safety Impact Velocity 1"hailstone(25mrn)at 52 mph(23m/sl77
300
Safety&Rating Certifications UL 1703,cUL,CEC V 400W/n1
200
UL 1703 Fire Classification Type 2 zoow/rd
Limited Warranty 25**Yrs Workmanship and Power Output(Linear)*** 100
000
NOTE Standard Test Conditions Air mass 1 5,irradiance=1000W/mz,cell temp 25°C 0 10 20 30 40 s0 60 70 80
*Maximum power at delivery For guarantee conditions,please check our guarantee document Voltage(VI
**Installation need to be registered through our website www oanasonicusahitwarranty com within 60 days Reference data for model VBHN330SAl6
m order to receive twenty-five(25)year Product workmanship Otherwise,Product Workmanship will be (Cell temperature 25°C)
only fifteen f15)years
**1st year 97%,after 2nd year 26%annual degradation to year 25 zLCAUTIONI Please read the installation manual carefully before using the products
sSTC Cell temp 25°C,AM1 5,1000W/m' Used electrical and electronic products must not be mixed with general household waste For proper treatment,
Safety locking clip IPV-SSH4)is not supplied with the module recovery and recycling of old products,please take them to applicable collection points in accordance with
NOTE Specifications and information above may change without notice your national legislation
solar=esr
t,`p•,,rt st.
SolarEdge Single Phase Inverters h;
For North America
SE3000A-US/ SE380OA-US/ SE5000A-US/ SE600OA-US/ y:.: h F.,, tr•_; g '' i : A
SE760OA-US / SE1000OA-US/ SE1140OA-US
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Th`e best c6a®ice.f.®.rP.S:p �rEd `: hable I syftems k
Integrated arc fault protection`(Type"1)fa'r°NEC 2011690:11 compliance`{part numbers endinghin`";
:Superior,efficiency(9$%): § .
Small,lightweight andeasyto install on provided bracket
Built=in module-level monitoring
® Internet connection through Ethernet or'Wireless w -
outdoor and`indoor installation.'
Fixed voyage inverter,DC/AC conversion,only
® ,Pre-assembled AC/DC Safety Switch for faster installation
°
USA - GERMANY ITALY FRANCE - JAPAN - CHINA ISRAEL AUSTRALIA www.solaredge.us
solar,=ev Single Phase Inverters for North America r
SE3000A-US/SE380OA-US/SE5000A-US/SE6000A-US/
SE760OA-US/SE10000A-US/SE1140OA-US
SE3000A-US SE380OA-US I SE5000A-US I SE6000A-US I SE760OA-US I SESOOOOA-US I SE1140OA-US
I.OUTPUT
Nominal AC Power Output 3300 3840 5200 @ 208V 6000 7680 9980 @ 208V 11520 VA
........................................... ................ ............... ..5.5..20..........@240V.. ................ ................ .10080 @240V
................. .................. ...........
Max.AC Power Output 3650 4150 5600 @ 208V 6000 8350 10800 @ 208V 12000 VA
........................................... ................ ............... ..6..000 @240V 10950 @240V
............. ................ ................ .................. .................. ...........
AC Output Voltage Mln.-Nom:Max.*
183-208-229 Vac
.................................... ................ ............... ................. ................ ................ ....... .......... .................. ...........
AC Output Voltage Mln.-Nom:Max.* ✓
211-240-.264. .Vac
............. .. . ........................ ................ ........ .. ................. ................ ................ .................. .. ............. .......
AC Frequency Mln:Nom:Max.* 59.3-60-60.5(with HI country setting 57-60-60.5) Hz
25 @ 208V 48 @ 208V
. . .. . ... . . . .. . ... . . ....
Max.Continuous Output Current 14 16 25 32 48 A
.............. ............... ..23 @ 240V.. ................ ................ ...42 @ 240V
........................................... . . ... .................. ...........
GFDI ............................................1. ...A.....
........................................... ................ ............................................................ .
Utility Monitoring,Islanding
Protection,Country Configurable Yes
Thresholds
INPUT
Recommended Max.DC Power** 4100 4800 6500 7500 9600 12400 14400 W
(STC).................................... ................ ............... ................. ................ ................ .................. .................. ...........
Transformer-less,Ungrounded Yes
........................................... .......................................................................................................................... ...........
Max In ut Volta a 500 Vdc
p .. B ...........................................
..... ... ... .... ... . . .............. .. ........
Nom.DC Input Voltage 325 @ 208V/350 @ 240V Vdc
............ ......... . . .. .. ................ .. ....
17 @ 208V 33 @ 208V
Max.Input Current*** 11 13 18 23.5 35 Adc
17 @ 240V 30.5 @ 240V
....................................... ................ ......... ...............
................ ................ .................. . .. ........
Max.Input Short Circuit Current 30 45 Adc
........................................... . ............................... .
Reverse-Polarity Protection Yes
.......... .... ......... ......... y ......... ......... .............................. ...........
Ground-Fault Isolation Detection 600kaSensitivit
Maximum InverterEfficiency 97.. _.... ...._98.2 .... 983 983 .....98....... 98 98
. .. x'im .............fficie.............. ........... ..... . .................. .................. ...........
CEC Weighted Efficiency 97,5 98 97.5 @ 208V975 97.5 97 @ 208V 97.5
98 @ 240V 97.5 @ 240V
.... ............I....................... ................ ............... ................. ................ ................ .................. .................. ...........
Nighttime Power Consumption <2.5 <4 W
ADDITIONAL FEATURES
Supported Communication Interfaces R5485,RS232,Ethernet,ZigBee(optional)
i STANDARD COMPLIANCE
Safety................... ... ........ ........................UL1741,UL1699B(Part numbers ending in"-U"),UI-1998,CSA 22.2
.......... ........................ ........................................ .. ..
Gnd Connection Standards IEEE1547
........................................... .......................................................................................................................... ...........
Emissions FCC part15 class B
INSTALLATION SPECIFICATIONS
AC output conduit size/AWG range 3/4"minimum/24-6 AWG 3/4'_minimum/8-3 AWG
.... ............................................... . ............................. ...........
DWC input conduit size/#of strings/
3/4'.minimum/1-2 strings/24-6 AWG 3/4"minimum/1-2 strings/14-6 AWG
.............................
AG range ....... .................................. ...................................................... ...........
...........
Dimensions with AC/DC Safety 305x125x7/ 30.5x125x7.5/ 30.5 x 12.5 x 10.5/775 x 315 x 260 in/
Switch(HxWxD�........................ .......775 x 315 x 172....... ....... 775 x 315 x 191 mm....
.... ................... ........... .......................................... .....
Weight with AC/DC Safety Switch..... ..........51.2./.23.2....._.... .........._54.7/.2.4..7 ....................88..4./.40.1 Ib/kg._
. 24 ........... . . .................... ........
Cooling Natural Convection Fans(user replaceable)
Noise................................... . <25 ....................... . a 50 dBA
........................................... ................................................................... ...................................................... ...........
Min:Max.Operating Temperature -13 to+140/ 25 to+60(CAN version****-40 to+60) 'F/'C
Ranke................................... .
......................................................................................................................... ...........
.....
Protection Rating NEMA 3R............... ....................... . ........ ... ......................... . .
:.For other regional settings please contact SolarEdge support
Limited to 125%for locations where the yearly average high temperature Is above 772F/259C and to 135%for locations where it Is below 779F/252C
For data lied information,refer to htto•//www solaredge us/files/ndfs/inverter do oversbing guide odf
"••A higher current source may be used,the inverter will limit its input current to the values stated
••••CAN F/Ns are eligible for the Ontario FIT and microFIT(microFIT exc SE11400A-US-CAN)
[y�4,��
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///! SOLAR SYSTEMS
���� Powering your world
OPTIM17ED BY SOLAREDGE631-750-9454
are trademarks'or regrstered,tademarks-of,� Io
SM1 :0
14.V.0V Subject to change without notice,
wwwsunationsolarsystems.com
, • A
solar,
SolarEdge Power Optimizer
Module Add-On For North America
OP250-LV/ OP300- V/ OP-400-MV / OP400-ESI
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MitigaiQs:aH types of'rriodute-riiismafch losses,fr'o' maniafacYuring.toieranc_e to part al:shading
,• Flexible�sys"tern+design
or frtaiclmu'm space.utiliiation. .
!Next generation;maintenance�+iith module=level.rrio_nitorin
.Nlodule=ievel'voltage shutdorni'-fog installer and'firefighter safety
,`; _ ; • .
USA GERMANY ITALY FRANCE JAPAN - CHINA ISRAEL - AUSTRALIA WWW5olaredge.US
Solcqr,, ,n S®IarEdge Power Optimizer
Module Add-On for North America
OP250-LU/ OP3004AV/ OP400-MV/ OP400-f V
OP250-LV OP300_-_MV_-i OP400wMV OP400-EV
Rated Input DCPower'' --------"250 _ 300 ----- T---- 400-------_— 400 W
.... ..imum I . .. . .,
Absolute Ma.. xInput Voltage(Voc) 55 75 75 125 Vdc.
MPPT Operating Range 5-55 5-75 5-75 15-125 Vdc
.. ....... ...... ... .. . .... -
Maximum Short Circuit Current(Isc)of connected PV 10 10 10 { 7 Adc
Module
Maximum DC Input Current 12.5 12.5 12.5 8.75 Adc
Maximum Efficiency 99.5
Weighted Efficiency 98.8 %
Overvoltage Category
OUTPUT DURING OPERATION(POWER OPTIMIZER CONNECTED TO OPERATING INVERTER)
Maximum Output Current 15 Adc
Operating Output Voltage ; 5-60 — E Vdc
OUTPUT DURING STANDBY(POWER OPTIMIZER DISCONNECTEDFROM INVERTER OR INVERTER OFF)
Safety Output Voltage per Power Optimizer _ 1 } Vdc
STANDARD COMPLIANCE �
EMC FCC Part15 Class B,IEC61000-6-2,IEC61000-6-3
Safety IEC62109-1(class 11 safety),UL1741
Material UL-94(5-VA),UV Resistant
Ro HS _ Yes
INSTALLATION SPECIFICATIONS
Maximum Allowed System Voltage 1000Vdc —
......................... ..... . ..
Dimensions(W x L x H) I 143 x 210>c 45/5:63 x 8,26 x 1.75 ; mm/in
...
Weight ; 450/1.0 gr/Ib
Input Connector -- - - -- MC4-/-Tyco-/-H+S/Amphenol--H4 - - - -- --
. .. ..... ..
Output Wire Type Double Insulated;6mm';MC4
Output Wire Length 0.95/3.0 I 0.95/3.0 1.2/3.9 1.6/5-25 m/ft
Operating Temperature Range -40-+65/-40-+150 'C/-F
Protection Rating IP65 NEMA4
Relative Humidity 0-100 %
Rated STC power of the module Module of up to+50%power tolerance allowed.
PV SYSTEM DESIGN USING A SOLAREDGE SINGLE PHASE THREE PHASE 208V THREE PRASE 480V
INVERTER
Minimum String Length(Power Optimizets) 8 8 18
Maximum String Length(Power Optimizers) 25 ! 25 50
Maximum Power per String 5250 6000 12750 W
Parallel'Strings of Different Lengths or Orientations Yes
SOLAR SYSTEMS ,
15 6 1217 Montauk Highway,Oakdale,NY 11769
631-750-9454
www.sunatlonsolarsystems.com
rack- Series 100
.lounting�Solutions
Flashed L Foot
xM a4 a..Via'
Reliable & Weatherproof
Roof Attachment
., AP, Preassembled, snaIj-i0t
required hardware reduces installation
time
Single tool installation, using Included in Series 100 UL
• . • 112" socket ° 2703 Listing
i
-
RESOURCES snapnrack.com/resources
DESIGN snapnrack.com/configurator
WHERE TO BUY snapnrack.com/where-to-buy
SnapNrac;:k Series 100 Flashed L Foot Kff-
is an industry-leading, weatherproof solution for attaching to compo$ition. s:
roofs. The Flashed' L Foot provides a fully flashed method for mountin(
SnapNrack Series 1010 system. The combination of Series 100 and the Flashed L,_
is guaranteed to improve labor times and ensure the highest quality install possil",,
Flashing `=z
• Available in black galvanized steel or aluminum for
enhanced corrosion resistance y
• L Foot is attaches to bottom edge of
flashing, removing the need for shingle
cuttingt'
• Innovative stampE�d features provide
increased rigidity s
i
L Foot
• Engineered for maximum adjustability with the ability to orient in
any direction
_ • Vertical adjustability up to 3" using available spacers
L Foot Base
• Provides a long lad;ting watertight seal over the life of 4, "Y
the system that does not rely on rubber (elastomeric
seals) that will degrade over time
• Easily installs with!,off-the-shelf lag screws
s�
Channel Nut
• Provides snap-in installation to the rail channel with no
drilling required
• Wide range of adjustability due to sliding ability in rail prior
to final tightening
fluality. Tw"erformance , Innovation ,
SnapNrack solutions ar2 focused on simplifying the installation experience through intuitive prod-
• • the best wire managementindustry.
SnapNrack
. .
. • www.snapnrack.com • • •
?AIC h, ._. _ _ u. . . 111 ..
r ,tet " a •'.�
\o Entire Mounting System from ga Snap-in features make the
Single Manufacturer under 1 install process intuitive and
Warranty fast
Industry Leading Technical U The Most Comprehensive UL
Support Services for Every o 2703 Listing in the Industry
Customer
; 0 .
ck Series 100 Roof Mount Sys,...
HL to provide the lowest total install cost of any
residential mou nting
The top-of-the-line' features of the SnapNrack mounting system reduce
install times and Libor cost while eliminating the need for service calls
creating the lo\n/est install lifecycle cost of any mounting system.
Wire Management
• Products such as the standard rail channel keep wires neatly
organized providing a clean finished look to every install
• Industry's largest offering of wire management accessories
include snap in junction box, 4-wire and trunk cable clamps,
as well as conduit clamps for both composition shingle and
IMF the roofs.
Undeniable Aestheitics
- ' Render the mounting system invisible by using Universal End Clamps that fasten
modules while remaining hidden underneath the array
• Array skirt provides!a sleek look and
attractive design toithe front of the - - -
array
• Rail-based system Karovides rigid
structure tucked away underneath array with no
unsightly mounts at: the top or bottom
If.luality.
SnapNrack solutions ar,l focused on simplifying the installation experience through intuitive
proiucts and the best wire managementthe industry.
SnapNrack
Solar Mounting Solutions
•
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r
W__R
a
r�
, w` � _ yam" 4 ...` s��, ,r• -•.s.,`,^',,
s � - •c
System designed with �, Easier logistics through simple
maximum versatility for any P box packaging and no long rails
arrays including staggered
:®mom Simple design allows system to Drop-in features make the
be installed by single installer install process intuitive and fast
on the roof
•
all • • • • •
Flash Track with Patented Umbrella Technology
• Single Umbrella lag screw secures flashing and flash track to roof
• Umbrella technology provides weatherproofing with a long-lasting
mechanical seal
• Flash track is designed for maximum versatility with 6 inches of
North-South adjustability for A Mounts and B Mounts
A Mounts
• Provide a sleek attachment point for the front of the first
row in an array
• Drop-in design means no securing of modules is necessary
as they simply slide into place "
B' Mounts
- Simple design provides mounting platform between rows of modules
• Clamps onto top of module securing it in place while providing row-
to-row bonding
• Next row of modules easily drops into place as with the A mounts
C Links
• Easily connect rows of modules by sliding between each
module pair
• C Link clamp rotates 90 degrees to provide sleeve ;
attachment for bottom of module
• Clamps onto both modules on the top of a row to provide
mechanical and electrical connectionI I 1"' 0
Wire Management
• New Smartclip design fi rmly retains wires within the
!. module frame preventing them from being pulled out
J. Wire Saver provides a simple after install solution for
securing hanging cables
Quality'. Innovative , Supe' dor. ,
SnapNrack Solar Mo.untiin;g Solutions are engine,e.red to opflmi�ze material use andtabor resources
ms �contact@snajinrackxom
-- -1. -- 1 11 -- - - --
UTILITY METER- U OF
/v
PLAN KEY SERVICE DISCONNECT- ED F m cF�
MAIN SERVICE PANEL- EM /sh�0
PV-I SITE PLAN VENT PIPE- y� �110
A-1 -PARTIAL LAYOUT RIDGE 10-9 5" U INVERTER-
N r
texn PANEL PHOTOVOLTAIC-
A-2 ROOF ACCESS PLAN PHOTOVOLTAIC FUSED- SERVICE RATED DISCO- F No 9
s 5
ELECTRICAL ONE LINE MODULE NV T.(�) ' M tf AC DISCONNECT- OpOF£S 746
E-I DIAGRAM SUPPLY SIDE CONNECTION- S IN
a
L-1 LABELING SCHEMATIC ER B -0
DG COMBIN OX
FISHER ENGINEERING SERVICES,P C
G-I PHOTOS EXTERIOR LOCATION- ) WILLIAM G FISHER,PE
- UST) PO BOX 30 OAKDALE NY IIT60
RAIL daERNdEVENnwKN-'e µ IST FLOOR LOCATION
'' .' �'` "'" ^ `''�b a < BASEMENT LOCATION-va) LICENSE NO BWbS9/b31-186-4419
MULTIPLE ROOF STRUCTURE RAFTER LrERNdTe vox aanoN-sa-
2"X 5"l 16"O G ": ''.. GARAGE LOCATION-cG> '4,
o f
ROOF"I,UPPER PARTIAL" (6)PV MODULES ---' , - LTE ���a _,a- � �^ S Matio j
RAFTER/SPACING 2"X 8"/16"OC 10'-2" - _ i'r .m,}g •.; 9,� 9
S ` k
ROOF_ - SUNATION SOLAR SYSTEMS
ACTUAL SPAN IB'-T" ACTUAL SPAN CONT �` E99 9�, C-1. Ill REMINGTON BLVD
INTERIOR WALL -"- A'•` RONKONKOMA NY 11TI9
SHEATHING PLYWOOD '
nee�Eea 5 meq,_ ;r� ::«>r '�'-" _,*� Y_ - ,fly-. •t;, -west„ •,�,
ROOF SECTION(TYPJ-ROOF"I, UPPER PARTIAL"
COLLAR TIES NIA NYSERDA r
SCALE htT 5 p t (21)PV MODULES INSTALLER 4 3
TYPE/LAYERS ARCH ASPHALT/I g 6 NUMBER ✓✓✓✓vvv
❑'-10• _ y
ROOF"I,LOWER PARTIAL" ;
7.9/15` Vent NI S Roof Systea Into Shng'as Or Rolled Roofing Cay Others) _ CUSTOMER INFO
RAFTER/SPACING SEE DIAGRAM 7 Exis e v ROOF/Pct{x'tensia', 15 it Felt Paper (3)PV MODULES (3)PV MODULES REvENTLOW RESIDENCE
/ l0 Ira'Snewvng
2 x 4 reran U) 1666 STILLWATER AVE
ACTUAL SPAN 12'-10" t4.3 3 2.112'Rigid irg((16I6•« -"
With 2 X'a Ferine{er From
SHEATHING PLYWOOD Poly Vapor Barrier - CUTGHOGUE 11935
COLLAR TIES N/A House Plate 2.x•5 T b G RooF Deck(SPP.) _ JOB NUMBER
(V/-BroCkets) Drip Edge
TYPE!LAYERS ARCH ASPHALT!1 E Fascia 6 Raise Trim FULL HOUSE ROOF PLAN S3ro2
ROOF"2,3,4" _
Soffit vent �` SCALE- N T S.
Upper E•-ockef Extenor,Vood Tnn
a € Note- Gloom Arch - DATE
RAFTER/SPACING 2"X 6"/16"OC s3 `o Ssb-floor Of'Adatlan Is �"40S.Limit-Tir_n Existing Floor '—Tempered Gt:ss
ACTUAL SPAN 11'-5" - -F To Atiox for PvSned Floor. (to-T') m
(Exis15
tStg Name) - Sill Plate Exterior TrIn JOB NOTES
SHEATHING PLYWOOD Level Lower,Bracket FASTENER REQUIREMENTS' FASTENER
(Pre-Attach=_d? - - I NIA
COLLAR TIES WA = Top of Sub-}-tour=Top of P.7.Plate
Sub-Floor DF Addlt sn Floor Flute TOTAL ARRAY AREA=118 SF LAG SCREW SPEC 203 2,8/04 (FLAT WASHERS
TYPE I LAYERS ARCH ASPHALT/I CSee Note) (':r Brockc•ts)�
2 x f2 Floor Jo+sts(IV DG)W 3/4'SLb-F)oor I `2 X 4 Kmeewoll W/ WIND LOAD ASCE 10(SEE CALCULATIONS,THIS SHEET)41 5 REQUIRED TO BE USED WITH LAG BOLTS)
IS 4Felt Paper PSF MAX LAG BOLT WITHDRAWAL VALUE=5/16" DIA.,266 LB/IN X
JOB HARDWARE / QTY. 11t4- 16'-0'(A.h) ur Sheath,^
Ire'Rgd Insul, TOTAL UPLIFT=41.5 PSF X 118 SF=29,191 LBS 2-INCH THREAD DEPTH=532L5. CAP EACH
OPTIMIZER KITS 39 END CLAMPS-56 16111/4'(Overall Depth) MINIMUM NUMBER OF LAG BOLTS REQUIRED =29,191
Ledger Board Attached To foundation VaII LBS/532 LBS/LAG BOLT=51
168" RAIL 29 L-FEET 102 S'Poured Full Ease"mt Fo-ctat:w Valls Vi P.T Plate
RAIL SPLICES 12 LUGS`14 ROOF SECTION(TTP)-ROOF"I L ER PARTia.• TOTAL RAIL FEET=40-&'-e"RAIL FT/ 51 BOLTS=1'-1"
MID CLAMPS 50 8"X100'SCREEN 4 SCALE KT MAXIMUM SPAN BETWEEN MOUNTING FEET BOLTS"X"
BUILDING REVIEW NOTE USE 5'-4" MAX
RIDGE
TOWN BUILDING PLANS EXAMINER HAS RECEIVED THE NOTES
PHOTOVOLTAIC ENCLOSED DOCUMENT FOR MINIMUM ACCEPTABLE
PLAN SUBMITTAL REQUIREMENTS OF THE TOWN AS I. AN 18"WIDE CLEARING(FREE OF SOLAR
MODULE SPECIFIED IN THE BUILDING AND/OR RESIDENTIAL EQUIPMENT)SHALL BE PROVIDED ALONG AT
CODE OF THE STATE OF NEW YORK THIS REVIEW LEAST ONE SIDE OF THE ROOF RIDGE ON THE ADDITIONAL MATERIALS
DOES NOT GUARANTEE COMPLIANCE WITH THAT CODE. SAME SIDE AS THE SOLAR EQUIPMENT OR ON I NIA
MODEL PANASONIC VBHN330SAI6 THAT RESPONSIBILITY IS GUARANTEED UNDER THE
ANOTHER SIDE OF THE RIDGE THAT DOES NOT
330WATT EA. SEAL AND SIGNATURE OF THE NEW YORK STATE HAVE SOLAR EQUIPMENT ON IT IN ADDITION,AN
62.6"L X 41 5"W X 1.38D, IS 05 FT2 LICENSED DESIGN PROFESSIONAL OF RECORD THAT
18" WIDE PATHWAY(FREE OF SOLAR EQUIPMENT)
40 81#/MODULE(2.3#/9F)0112011 SEAL AND SIGNATURE HAS BEEN INTERPRETED AS AN SHALL BE PROVIDED FROM AT LEAST ONE EAVE
MODULE (39)VB14N3309A16 RAIL ATTESTATION THAT,TO THE BEST OF-THE LICENSEE'S OR GUTTER CONNECTING TO THAT 18"ROOF _
OPTIMIZER (39)P-400 RAFTER BELIEF AND INFORMATION THE WORK IN DOCUMENT IS- RIDGE CLEARING. _
INVERTER#1 (1)901400A-US • ACCURATE 2. ROOF SHALL HAVE NO MORE THAN A SINGLE
STRINGING INV a1 #1(1 x 15).al U x 12) «d2,3,4(1 x 12) 2"X 6" � 16" O.G. � •' CONFORMS WITH GOVERNING CODES APPLICABLE LAYER OF ROOF COVERING IN ADDITION TO THE DRAWN BY
INVERTER b2 NIA
STRINGING INV a2 NIA AT THE TIME OF THE SUBMISSION KEVIN MANGIN
• CONFORMS WITH REASONABLE STANDARDS OF SOLAR EQUIPMENT
RACKING SNAP'N'RACK-SERIES lee UL 2703 3. INSTALLATION OF SOLAR EQUIPMENT SHALL BE REVISION
PACKAGE STANDARD il,-S„ soFFIT PRACTICE AND WITH VIEW TO THE SAFEGUARDING FLUSH-MOUNTED, PARALLEL TO AND NO MORE
ACTUAL SPAN OF LIFE, HEALTH, PROPERTY AND PUBLIC THAN 6-INCHES ABOVE THE SURFACE OF THE rDATEDESIGNER NOTE
SYSTEM RATING(DC 12 81 KW WELFARE I5 THE RESPONSIBILITY OF THE LICENSEE - MANGIN FINAL
EST PRODucTION We 11,930 KwH/YR EXTERIOR WALL ROOF.EST PRODUCTION SOURCE SUNATION PRODUCTION CALCULATOR 4 WEIGHT OF THE INSTALLED SYSTEM SHALL NOT NIA NIA
SPECIAL ATTACHMENTS NIA ROOF SECTION (TYP.)- ROOF "2,3,4" EXCEED MORE THAN 5-PSF FOR
- PHOTOVOLTAICS AND NO MORE THAN 6-PSF FOR N/A NIA
SCALE: N T SSTRUCTURAL STATEMENT RESIDENTIAL SOLAR HOT WATER SYSTEMS. NIA N/A
CLIMATIC I GEOGRAPHIC DESIGN CRITERIA — TABLE 8301.20) 5 ANY PLUMBING VENTS ARE NOT TO BE CUT OR
THE EXISTING STRUCTURE IS ADEQUATE TO SUPPORT COVERED FOR SOLAR EQUIPMENT INSTALLATION SCALE
WIND DESIGN SUBJECT TO DAMAGE THE NEW LOADS IMPOSED BY THE PHOTOVOLTAIC ANY RELOCATION OR MODIFICATION OF THE VENT N.T. S.y-
MODULE SYSTEM INCLUDING UPLIFT ; SHEAR THE REQUIRES A PLUMB "ING PERMIT AND INSPECTION. 1 S7S"
EXISTING RAFTER SIZES`I-DIMENSIONS CONFORM TO TITLE SITE PLAN
SPECIAL WIND WIND SEISMIC CLIMATE FROST WINTER ICE AIR MEAN 8802.5(1)-RAFTER SPANS
GROUND SPEED TOPOGRAPHIC WIND EXPOSURE BORNE DESIGN WEATHERING LINE TERMITE DESIGN BARRIER FLOOD FREEZING ANNUAL
IRC-2015 TABLE
5NOW LOAD (MPH) EFFECTS CATEGORY DEBRIS ZONE UNDERLAYMENT HAZARD THIS PV SYSTEM HAS BEEN DESIGNED TO MEET THE
REGION CATEGORY DEPTH TEMP INDEX TEMP MINIMUM DESIGN STANDARDS FOR BUILDING AND
ZONE REQUIRED
MoD sEE MOUNTING BRACKETS AND HARDWARE MEET OR OTHER STRUCTURES OF THE ASCE 1-10, IRC 2015 PV=
20 PSF 130 B COASTAL C 2 G 4A SEVERE 3=0" TO IS DEG NA PLANS - 599 51 EXCEED NEW YORK STATE CODE REQUIREMENTS FOR
HEAVY EXAMINER
THE DESIGN CRITERIA OF THE TOWN AND NEW YORK STATE UCS 2011
OF
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(2) 50H LOWER SOUTHWEST ROOF FISHER ENGINEERING SERVICES,PG
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A15 (2-1) MODULES
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DRAWN BY
KEVIN MANGIN
(4) 50H NORTHWEST Roor- (3) 50H SOUTH EAST ROOF REVISION
31e* TRUE; 23' TILT; 5/12 PITCH 130' TRUE; 23* TILT; 5/12 PITCH DATE DESIGNER NOTE
(3) MODULES (3) MODULES PARTIAL HOUSE ROOF PLAN XXXXXX NIA NIA
SCALE: 3/16" 1'49" X>CX>C>O< N/A NIA
XXXXXX NIA NIA
XXXXXX NIA NIA
SCALE
TITLE PARTIAL LAYOUT
A- 1
APPROVED 5y.
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` FRONT OF HOUSE-FACING STREET,DRIVEWAY
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ACCESS-
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REVENTLOW RESIDENCE-
GROUND ',E .# T",
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CUTCHOGUE 11935
m m
Z ZJOB NUMBER-
-4 -1 183ro2
-+ O Or DATE
NOTES
I - NIA
s-
ACCESS ROOF A ROOF SURFACE WHICH PROVIDES ACCESS TO THE RIDGE OR PEAK OF AN ADJOINING ROOF SURFACE CONTAINING SOLAR PANELS, MODULES OR ARRAYS AND IS'
1. RELATIVELY FREE OF VENTS, SKYLIGHTS AND OTHER OBSTRUCTIONS AND
2 DOES NOT CONTAIN SOLAR PANELS, MODULES OR ARRAYS , OR IS A SINGLE RIDGE ROOF WHERE THE TOTAL EDGE WIDTH OF THE SOLAR PANELS, MODULES OR ARRAYS DOES
NOT EXCEED 33 PERCENT OF THE RIDGE LENGTH
R324-1 ACCESS AND PATHWAYS-ROOF ACCESS, PATHWAYS AND SPACING REQUIREMENTS FOR SOLAR PHOTOVOLTAIC SYSTEMS SHALL BE PROVIDED IN ACCORDANCE WITH
SECTIONS R32411 THROUGH 832416
EXCEPTION(S2
I. ROOF ACCESS, PATHWAYS AND SPACING REQUIREMENTS NEED NOT BE PROVIDED WHERE AN ALTERNATIVE VENTILATION METHOD HAS BEEN PROVIDED, OR WHERE
VERTICAL VENTILATION TECHNIQUES WILL NOT BE EMPLOYED
2 DETACHED. NON-HABITABLE GROUP U STRUCTURES.
R324.14 SINGLE RIDGE ROOFS - PANELS, MODULES OR ARRAYS INSTALLED ON ROOFS WITH A SINGLE RIDGE SHALL BE LOCATED IN A MANNER THAT PROVIDES TWO 36
INCH WIDE (514MM)ACCESS PATHWAYS EXTENDING FROM THE ROOF ACCESS POINT TO THE RIDGE. ACCESS PATHWAYS ON OPPOSING ROOF SLOPES SHALL NOT BE
LOCATED ALONG THE SAME PLANE AS THE TRUSS, RAFTER OR OTHER SUCH FRAMING SYSTEM THAT SUPPORTS THE PATHWAY. DRAWN BY
EXCEPTION(S) KEVIN MANGIN
I. ROOFS WITH SLOPES OF 2 UNITS VERTICAL AND 12 UNITS HORIZONTAL(16.6 PERCENT)AND LESS REVISION
2. STRUCTURES WHERE AN ACCESS ROOF FRONTS A STREET, DRIVEWAY OR OTHER AREA READILY ACCESIBLE TO EMERGENCY RESPONDERS. DATE DESIGNER NOTE
3. ONE ACCESS PATHWAY SHALL BE REQUIRED WHEN A ROOF SLOPE CONTAINING PANELS, MODULES OR ARRAYS IS LOCATED NOT MORE THAN 24 INCHES (r l eMM) XxXxXX NIA N/A
VERTICALLY FROM AN ADJOINING ROOF WHICH CONTAINS AN ACCESS ROOF
XX XXXX N/A N/A
R324.16 ROOFS WITH VALLEYS- PANELS AND MODULES SHALL NOT BE LOCATED LESS THAN 18 INCHES (451 MM)FROM A VALLEY x>cx>c>0< N/A N/A
_ XXN/A N/A
EXGEPTION(52
1. ROOFS WITH SLOPES OF 2 UNITS VERTICAL AND 12 UNITS HORIZONTAL(1(o.6 PERCENT)AND LESS sr-Z
N.T.S.
R3241.1 ALLOWANCE FOR SMOKE VENTILATION OPERATIONS - PANELS AND MODULES SHALL NOT BE LOCATED LESS THAN IS INCHES (451 MM)FROM A RIDGE OR PEAK TITLE ROOF ACCESS PLAN
EXCEPTION(S}
1. WHERE AN ALTERNATIVE VENTILATION METHOD HAS BEEN PROVIDED OR WHERE VERTICAL VENTILATION METHODS WILL NOT BE EMPLOYED BETWEEN THE UPPER
MOST PORTION OF THE SOLAR PHOTOVOLTAIC SYSTEM AND THE ROOF RIDGE OR PEAK. A=
2. DETACHED GARAGES OR ACCESSORY STRUCTURES. 2
OF NFA,
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UTILITY A��FFSSI01A
SERVICE
F15HER ENGINEERING SERVICES,P.G
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LICENSE NO 014659 1631-186-4419
SUNation
1 2 14 15 0' \ soars clovaee
• • . . . . . _ = 3 SUPPLY SIDE
CONNECTION SUNATION SOLAR SYSTEMS
Ill REMINGTON BLVD
SOLAR EDGE SE11400A-US INVERTER RONKONKOMA KY 11115
OPTIMIZER UNGROUNDED WITH
•. (TYP) : ? INTEGRAL DG SAFETY SWITCH INSTALLER
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200A 1 NUMBER
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STRING I I - O 3-POLE MAIN
SCUSTOMER INFO
SERVICE RATED
Pv MODULE MIN 22 AIC
REVENTLOW RESIDENCE
- (T�-p) MIN 2YK AIG 60A
OCPD 1000 BTILLWATER AVE
STRING OF 0 CUTCHOGUE 11935
(15)PANASONIC VEHN330SAI6 W/
(15)OP-400 CURRENT LIMITING OPTIMIZERS JOB NUMBER
I - 2 IN SERIES CIRCUIT 11- 12 I 183(02
• .
DATE
INPUT OUTPUT Cs
— —�— I NOTES
MAIN SERVICE I NIA
PANEL
STRING 2 �'' s . . . • . . . '? —
STRING OF
(12)PANASONIC V5HN330SA16 W/
(12)OP-400 CURRENT UMITING OPTIMIZERS
I 2 IN SERIES CIRCUIT 11 12
.�'" .gip,.,:,„< -�.£-,�.;�• ;, -�.q;�- `s �- m; �3
CONDUIT AND CONDUCTOR SCHEDULE
TAG DESCRIPTION OR CONDUCTOR NUMBER OF CONDUIT CONDUIT RUN
STRING 3 ' ' ' ' ' ' CONDUCTOR TYPE GAUGE CONDUCTORS TYPE SIZE LENGTH
BUILDING
I FV WIRE 19 6 LFMC 1.25” 18' GROUNDING
STRING OF GC fo 1 LFMC 1.25" 18' ELECTRODE
(12)PANASONIC V15HN330SAI&W/ V WIRE l e 6 PVC SCH. 80 1.25" 22'
(12)OP-400 CURRENT UMITING OPTIMIZERS
IN SERIES CIRCUIT GG b 1 PVC BCH. 80 1.25" 22'
2 HWN-2 6 3 PVC BCH. 80 1.25" 2'
GG/CEG 6 I PVC BCH. 80 1.25" 2'
3 HWN-2 b 3 PVG BCH. 80 1.25" 8'
GG b 1 PVC BCH. 80 1,25" 8DRAWN BY
4 3EC 6 I PVC BCH. 80 0"50" & KEVIN MANGIN
SCALE
N.T.S.
TITLE ONE—UNE DIAGRAM
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