HomeMy WebLinkAbout39125-Z Fc Town of Southold Annex 9/29/2014
P.O.Box 1179
54375 Main Road
V"' Southold,New York 11971
CERTIFICATE OF OCCUPANCY
No: 37181 Date: 9/29/2014
THIS CERTIFIES that the building SOLAR PANEL
Location of Property: 1430 Clearview Ave, Southold,
SCTM#: 473889 Sec/Block/Lot: 70.-9-54
Subdivision: Filed Map No. Lot No.
conforms substantially to the Application for Building Permit heretofore filed in this officed dated
8/14/2014 pursuant to which Building Permit No. 39125 dated 8/19/2014
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 as applied for.
The certificate is issued to Caiola,Gene&Caiola, Shari
(OWNER)
of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL
ELECTRICAL CERTIFICATE NO. 39125 9/18/2014
PLUMBERS CERTIFICATION DATED
Authorized Signature
of TOWN OF SOUTHOLD
BUILDING DEPARTMENT
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#: 39125 Date: 8/19/2014
Permission is hereby granted to:
Caiola, Gene & Caiola, Shari
1430 Clearview Ave
Southold, NY 11971
To: Installation of solar panels as applied for.
At premises located at:
1430 Clearview Ave, Southold
SCTM # 473889
Sec/Block/Lot# 70.-9-54
Pursuant to application dated 8/14/2014 and approved by the Building Inspector.
To expire on 2/18/2016.
Fees:
SOLAR PANELS $50.00
CO -ALTERATION TO ING $50.00
Tot 1: $100.00
Buildin ector
*pF SO!/ryDl
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Town Hall Annex Telephone(631)765-1802
54375 Main Road cn Fax(631)765-9502
P.O.Box 1179 G �� roger.riche rt(q_town.southoId.ny.us
Southold,NY 11971-0959 �Q
�yenum,�
BUILDING DEPARTMENT
TOWN OF SOUTHOLD
CERTIFICATE OF ELECTRICIAL COMPLIANCE
SITE LOCATION
Issued To: Caiola
Address: 1430 Clearview Ave City: Southold St: NY Zip: 11971
Building Permit#: 39125 Section: 70 Block: 9 Lot: 54
WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE
Contractor: DBA: Sunation Solar Systems License No: 33421-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 F1 Twist Lock Exit Fixtures �] TVSS
Other Equipment: 11,772 WATT roof mounted PHOTOVOLTAIC SYSTEM to include,
36-Sunpower E20-327 panels, 1-Solaredge SE 10000a-us inverter,a/c and d/c disconnects
Notes:
Inspector Signature: Date: Sept 18 2014
81-Cert Electrical Compliance Form.xls
Of SO//%
l��OIM1'1
TOWN OF SOUTHOLD BUILDING DEPT.
�j 76S-1802
INSPECTION
[ ] FOUNDATION 1 ST [ ] ROUGH PLUMBING
[ ] FOUNDATION 2ND [ ] INSULATION
[ ]
FRAMING / STRAPPING [ ] FINAL
[ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ t ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) ) ELECTRICAL (FINAL)
[ ] CODE VIOLATION ,[ ] CAULKING
REMARKS:
DATE f INSPECTOR
Fisher Engineering Services, P.C.
PO Box 30 . Oakdale • New York 11769
Phone: (631) 563-9028
September 5, 2014
Building Department
I SEP 2 9 2014
Subject: Engineer Statement for Solar Roof Installation L� -- - ----�
Caiola Residence— 1430 Clearview Avenue, Southol ,NY 11� ,
Permit No. 39125 -
I have verified the adequacy and structural integrity of the existing roof rafters for
mounting the solar collector panels and their installation satisfies the structural roof
framing design load requirements of the Residential Code of New York State.
I have reviewed and certify that the manufacturer's guidelines and equipment for the
photovoltaic equipment 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 are securely anchored to the rafters
utilizing lag screws that have been designed for wind speed criteria of 120 mph Exposure
C and snow ground criteria of 20 psf. Wind loads will exceed seismic loads. Other
climate and geo design criteria are not applicable to this solar installation.
The solar collector system and the mounting assemblies comply with the applicable
sections of the Residential Code of New York State- "Solar Systems"and loading
requirements of roof-mounted collectors and the minimum requirements for buildings and
structures of ASCE 7-05.
This system has been generally observed to be installed properly at the above referenced
residence. The installation is in accordance with the minimum requirements certified by
this letter.
I hope that this letter serves and meets with the approval of the Building Department.
N
Sincerely, j.
William G. Fisher, P.E.
Licensed Professional Engineer
Architectural Design•Residential•Light Commercial
Additions•Extensions•Conversions
Constriction Estimates/Oversight•Expediting•Inspections
FIELD INSPECT
ON REPORT DATE COMMENTS
Ab
FOUNDATION(1ST) � v
C
FOUNDATION(2ND)
ROUGH FRAMINQ&
PLUMBING
c,
Ctt
hh
INSUL•AnON PEA N.Y. � H
STATE ENERGY CODE
4
,
FINAL
ADDZ'I'ION ` 'C6MME .
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TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST
BUILDING DEPARTMENT Do you have or need the following,before applying?
TOWN HALL Board of Health
SOUTHOLD,NY 11971 4 sets of Building Plans Yes
TEL: (631) 765-1802 Planning Board approval
FAX: (631) 765-9502 Survey Yes
SoutholdTown.NorthFork.net PERMIT NO. J2q l a� �� Check Yes
Septic Form
N.Y.S.D.E.C.
Trustees
Flood Permit
Examined ,20 Storm-Water Assessment Form
r
C, 1L Contact:
Approved l 120 Mail to:SUNation Solar Systems, Inc.
Disapproved a/c 1217 Montuak Hwy.,Oakdale,NY 11769
Phone:631-750-9454
Expiratio ,
uildin n ector
AUG 14 2014
P ICATION FOR B ING PERMIT
BLDG DPT,
7VI`,OF sKUTHOLD Date August 12, , 2014
INSTRUCTIONS
a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4
sets of plans,accurate plot plan to scale.Fee according to schedule.
b. Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or
areas,and waterways.
c. The work covered by this application may not be commenced before issuance of Building Permit.
d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit
shall be kept on the premises available for inspection throughout the work.
e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector
issues a Certificate of Occupancy.
f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of
issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the
property have been enacted in the interim,the Building Inspector may authorize, in writing,the extension of the permit for an
addition six months. Thereafter, a new permit shall be required.
APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the
Building Zone Ordinance of the Town of Southold, Suffolk County,New York,and other applicable Laws,Ordinances or
Regulations,for the construction of buildings,additions,or alterations or for removal or demolition as herein described. The
applicant agrees to comply with all applicable laws,ordinances,building code,housing code, and regulations,and to admit
authorized inspectors on premises and in building for necessary inspections.
(Signature of applican r name,if a corporation)
SUNation Solar,1217 Montauk Hwy,Oakdale,NY 11769
(Mailing address of applicant)
State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder
General Contractor
Name of owner of premises Shari Caiola
(As on the tax roll or latest deed)
If applicant is a corporation, signature of duly authorized officer
Scott Maskin, President SUNation Solar Systems
(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.N/A
1. Location of land on which proposed work will be done:
1430 Clearview Avenue Southold
House Number Street Hamlet
County Tax Map No. 1000 Section D Block G] ,L of
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 Residential
b. Intended use and occupancy Residential
3. Nature of work(check which applicable):New Building Addition Alteration ❑✓
Repair Removal Demolition Other Work Solar Panels flat on roof
(Description)
4. Estimated Cost$44,186 Fee
(To be paid on filing this application)
5. If dwelling,number of dwelling units Number of dwelling units on each floor
If garage, number of cars
6. If business,commercial or mixed occupancy, specify nature and extent of each type of use.
7. Dimensions of existing structures, if any: Front Rear Depth
Height Number of Stories
Dimensions of same structure with alterations or additions: Front Rear
Depth Height Number of Stories
8. Dimensions of entire new construction: Front Rear Depth
Height Number of Stories
9. Size of lot: Front Rear Depth
10. Date of Purchase Name of Former Owner
11. Zone or use district in which premises are situated
12. Does proposed construction violate any zoning law, ordinance or regulation?YES NO�
13. Will lot be re-graded? YES NOF7 Will excess fill be removed from premises?YES NO❑✓
14.Names of Owner of premises Shari Caiola Address 1430 clearview Ave,southo d,NY11971 phone No. 631-332-6819
Name of Architect William G. Fisher Address PO sOX 30,Oakdale 11769 Phone No 631-786-4419
Name of Contractor SUNation Solar Systems, Inc Address 1217 Montauk Hwy,Oakdale 11769 Phone No. 631-7509454
15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO I V I
* IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY"REQUIRED.
b. Is this property within 300 feet of a tidal wetland? * YES NO ✓
* IF YES,D.E.C. PERMITS MAY BE REQUIRED.
16. Provide survey,to scale, with accurate foundation plan and distances to property lines.
17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey.
18. Are there any covenants and restrictions with respect to this property? * YES NO ❑✓
* IF YES, PROVIDE A COPY.
STATE OF NEW YORK)
SS:
COUNTY OF Suffolk )
Scott Maskin, SUNation Solar being duly sworn,deposes and says that(s)he 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.
Sworn toefore me this
/2 day of 20L(_
Not � Signat o Applicant
NO A1ttY P�46T14In YbRK
KtrOWM
pR fZq
oF SI?fjj�,D
Town Hall Annex Telephone(631)765-1802
54375 Main Road ���rr ��g�ggggQQ
P.O.Box 1179 roger.richerdlow(11 S011Th 15.ny.us
Southold,NY 11971-0959
Yvu81`
BUIIAING DEPARTMENT
TOWN OF SOUTHOLD
APPLICATION FOR ELECTRICAL INSPECTION
REQUESTED BY: I a, Date: I
2-1—1 Lf
Company Name: V -t 1�k2 2rt1� j'
Name:
License No.: 33 LtL 4 03zs -nom
Address: 21`1 ( L
3
Phone No.: !
JOBSITE INFORMATION: (*Indicates required information)
'Name; O=erie✓
*Address: 143.0 1
'`Cross Street: ne-
*Phone No.. (ail — 332
Permit No..
Tax-Map District: 1000 . Section:— j _ Block: Lot:
"BRIEF DESCRIPTION OF WORK(Please Print Clearly)
wo'+4
sfl L a2C, 310 S v N i�owE2t3 — ZZ t�� , p �1 s S�1 are,�G-�F
SE louo2� p- US S1�ry1;2�r2
(Please Circle All That Apply)
Is job ready for inspection: YE / NO Rough In Final
*Do you need a Temp Certificate: S NO
Ternp Information(if needed)
*Service Size: 1 Phase 313hase 100 150000 300 350 400 Other
*New Service: Re-connect Underground Number of Meters Change of Service Overhead
Additional Information: PAYMENT DUE WITH APPLICATION
-82AeWest for inspection Form
SOUjyQI.
0
Town Hall Annex Telephone(631)765-1802
54375 Main Road Fax(631)765-9502
P.O.Box 1179 G •
Southold,NY 11971-0959 'Q
�y�DUNTY,��
September 23, 2014
BUILDING DEPARTMENT
TOWN OF SOUTHOLD
Sunation Solar Systems
1217 Montauk Hwy
Oakdale NY 11769
Re: Caiola, 1430 Clearview Ave, Southold
TO WHOM IT MAY CONCERN:
The Following Items(if Checked)Are Needed To Complete Your Certificate of Occupancy:
NOTE: Need certification from an architect or engineer stating the panels were fastened to the roof
per NYS Building Code
Application for Certificate of Occupancy. (Enclosed)
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 — 39125 - Solar
•_ _ter
70 - TOWN OF SOUTHOLD PROPERTY RECORD CARD -
OWNER STREET ',_32 VILLAGE DIST. SUB. LOT �r
art
FORMER O NER N E ACR
r h e. U r v, d
t�eyl owl p 1�n-�ts o f uir S W TYPE OF BUILDING _
SEAS. VL. FARM COMM. CB. MICS. Mkt. Value
LAND IMP. TOTAL DATE REMARKS
4,--D
r �
Aj,,� — —) C OL
ov Savo l � o s-' 7,
Q / 4 - S/ o
11e in
�} o �►� 35( $ Q ddlirs�alera-h°ons ECI LMD, rz _
(o /15/11 6P*3(p4qb i'nq iA Ind f)'OOL A 2.
AGE BUILDING CONDITION
NEW NORMAL BELOW ABOVE
FARM Acre Value Per Value
Acre
Tillable FRONTAGE ON WATER
Woodland FRONTAGE ON ROAD /,10 ! o
Meadowland DEPTH
House Plot BULKHEAD
Total . '" DOCK
i
F
r
30dIII1A 133d1S
83NMO
I
COLOR f> t, TRIM
ice
y
i
z i
«! M. Bldg. �_ 2 v 33 7-2-6 I I
Extension 3 X
I
Extension }C
i
Extension , 2 -
/ Fo ndation Bath. . Z Dinette
Porch s- ��"' Basement Floors . _ .. t: K.
Porch Ext. Walls Interior Finish LR.
Breezeway Fire Place � Heat DR.
Garage ;)-o T e Roof Rooms 1st Floor BR.
Patio �' = ��- �0 y,�` Wreation Room Rooms 2nd Floor FIN. B
O. B. ! Dormer Driveway
Total
■■■■■■■■■■■■■■■■■■■■■■■■■■■
■■■■■■SIC■■■■■■■■■■I®■■■■■■■■■■
■■■■■■■!i■mom■■■■■■[■■■■■■■■■■■
■■■■■■■■■■■■■■■■■■■■■■■■■■■■
PC CB
.
Finished : InteriorExt. Walls
NEE ONE
iii■■
Fire Place
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NO INININEEN MIN
, �
SURVEY OF PROPERTY
��. A T SOUTHOLD
Fr TOWN OF SOUTHOLD
SUFFOLK COUNTY, N. Y.
rye' 1000-70-09-54
010
DEQ 42006
�`'� ry c 4� FFb•� 2v�s(wet/ands f/�,s�
�00-
ILi
11
Oj•S
14
� Ao is
1101
tis) �c ,'tib
6 SNS) -v- �'�►Y ,�s +� _ 1V
rye .� MONUME T
F !y \ LOT NUMBERS REFER TO ""SUBDIVISION MAP SMITHFIELD
/FIELD
'V-9 x PARK" FILED IN THE SUFFOLK COUNTY CLERK'S OFFICE
ON DECEMBER 27, 1966 AS FILE NO. 4770. /�
cl, BS �t Y� �--; ` ' S. Qt. l�lO. 49618
3. ANY ALTERATION OR ADDITION TO THIS SURVEY /S A VIOLATION ECON1C `YEY6 S f.cl e`,
OF SECTION 7209OF THE NEW YORK STATE EDUCATION LAW. y,,�
FLc�O lone /,�o,y f/QM / q�C EXCEPT AS PER SEC77ON 7209—SUBDIWSION 2. ALL CERTIFICATIONS (631) 765 ,[b+: A ' (631 f 765-1797
HEREON ARE VALID FOR TNIS MAP AND COPIES THEREOF ONLY IF P.O. BOX 969.,;
AREA-25,175 SO. FT. \ SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR 1230 TRAVELER`VREET
A= ETLAIYDS FLAG WHOSE SIGNATURE APPEARS HEREON. SOUTHOLD, MY 11971 106-253
New York State Insurance Fund
Workers'Compensation&Disability Benefits Specialists Since 1914
199 CHURCH STREET,NEW YORK,N.Y.10007-1100
Phone:(888)997-3863
CERTIFICATE OF WORKERS' COMPENSATION INSURANCE
AAAAAA 753118816
SUNATION ROOFING SERVICES INC
1217 MONTAUK HIGHWAY
OAKDALE NY 11769
POLICYHOLDER CERTIFICATE HOLDER
SUNATION SOLAR SYSTEMS INC TOWN OF SOUTHOLD
1217 MONTAUK HIGHWAY 54375 ROUTE 25
OAKDALE NY 11769 SOUTHOLD NY 11971
POLICY NUMBER CERTIFICATE NUMBER PERIOD COVERED BY THIS CERTIFICATE DATE
Z 2160 670-2 256415 01/01/2014 TO 01/01/2015 8/2/2014
THIS IS TO CERTIFY THAT THE POLICYHOLDER NAMED ABOVE IS INSURED WITH THE NEW YORK STATE INSURANCE
FUND UNDER POLICY NO.2160 670-2 UNTIL 01/01/2015, COVERING THE ENTIRE OBLIGATION OF THIS POLICYHOLDER
FOR WORKERS' COMPENSATION UNDER THE NEW YORK WORKERS' COMPENSATION LAW WITH RESPECT TO ALL
OPERATIONS IN THE STATE OF NEW YORK, EXCEPT AS INDICATED BELOW, AND, WITH RESPECT TO OPERATIONS
OUTSIDE OF NEW YORK, TO THE POLICYHOLDER'S REGULAR NEW YORK STATE EMPLOYEES ONLY.
IF SAID POLICY IS CANCELLED,OR CHANGED PRIOR TO 01/01/2015 IN SUCH MANNER AS TO AFFECT THIS CERTIFICATE,
10 DAYS WRITTEN NOTICE OF SUCH CANCELLATION WILL BE GIVEN TO THE CERTIFICATE HOLDER ABOVE.
NOTICE BY REGULAR MAIL SO ADDRESSED SHALL BE SUFFICIENT COMPLIANCE WITH THIS PROVISION. THE NEW
YORK STATE INSURANCE FUND DOES NOT ASSUME ANY LIABILITY IN THE EVENT OF FAILURE TO GIVE SUCH NOTICE.
THIS 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
�Lt�- J
DIRECTOR,INSURANCE FUND UNDERWRITING
This certificate can be validated on our web site at https://www.nysif.com/cert/certval.asp or by calling(888)875-5790
VALIDATION NUMBER:818133761
U-26.3
SUNATiON
SOLAR SYSTEMS
Powering your world
August 12, 2014
Town of Southold
Building Department
54375 Route 25
P.O. Box 1179
Southold, NY 11971
Re: 1430 Clearview Avenue,Southold, NY 11971
Dear Sirs:
Enclosed please find a building permit for the installation of a Solar System on the above referenced
location. If all is in order please return receipt in self- addressed stamped envelope
Thank you for your consideration in advance.
Very truly yours,
e4-�
Christine Cathcart
Oakdale,1217 Montauk Hiahway .• - Phone: 631.750.9454 Fax:631.750.9455 solarman@sunationsolarsystems.com
SUNPOWER
20% EFFICIENCY .111111
SunPower E20 panels are the highest APPROVED AS NOTED
efficiency panels on the market`odATE:� B.P.# v S E R I E S
providing more power in the some FEE: BY: `
amount of space NOTIFY BUILDING DEPARTMENT AT
765-1802 8 AM TO 4 PM FOR THE
MAXIMUM SYSTEM OUTp fRLLOWING INSPECTIONS:
1. FOUNDATION - TWO REQUIRED
Comprehensive inverter compatibility FOR POURED CONCRETE
ensures that customers can pair the gigWUGH - FRAMING & PLUMBING
eff dency panels with the highest-eAi' LATION
FI A
4. L - CONSTRUCTION MUST
frersr maximizing system output BE COMPLETE FOR C.O.
ALL CONSTRUCTION SHALL MEET TH
REDUCED INSTALLATION OF THE CODES OF NE
power per panel means feweYPMlsSTATE. NOT RESPONSIBLE FO
N OR CONSTRUCTION ERROR //
p t;nstall. This saves doth time and , e�j'.
RELIABLE AND ROBUST DESIGN
SunPower's unique NlaxeonTl"cell l THE WORLD'S STANDARD FOR SOLAR"
technology and advanced module
design ensure industry-leading reliability SunPower'' E20 Solar Panels provide today's highest efficiency and
performance. Powered by SunPower Ma
xeon cell technology; the E20
COMPLY WITH ALL CODES OF series provides panel conversion efficiencies of up to 20.1°a. The E20's
NEW YORK STAT: & TOWN CODES
AS REQUIRED low voltage temperature coefficient, anti-reflective glass and exceptional
low-light performance attributes provide outstanding energy delivery per
S0LaaQLDJZWN2L9NINC-, 4 RD Peak power watt.
SpS,H_ T&USTEES SUNPOWER'S HIGH EFFICIENCY ADVANTAGE
20%
`���� 1HIIv F;LN', �.:�JNVENiION:�L
E E E
"'Cd�..� SERIES SERIES SERiS
U"dWLVFUL
�t RTIFICATE sunpawercarp.com
ui t in us ry s hr hes#
OF�� NCY C&
SUNPOWER F ) '3 Z' C A P � ),`\I� I
MODEL: SPR-327NE-WHT-D
ELECTRICAL DATA
IN CURVE
_. ................._.
Measured at Standard Test Conditions(STC).irradiance of 1000W/m',AM 1 5,and call tempe:atwe 25`C
Peak Power(+5/-3'/a) Pmax.... 327 W__._ 7 10 J4V,'"m'atso c
_ 6 1000w/m2
Cell Efficiency n 22.5
Panel Efficiency n 20.1 % a 4 800Wn,>
Rated Voltage VmPP54.7 V 3 - --- "- "-- - --
_.
Rated Current ImPP 5.98 A 2
Open Circuit Voltage V« 64.9 V 1
200 W/mz
Short Circuit Current Isc 6.46 A 0
Maximum System Voltage UL 600 V 0 10 20 30 40 50 60 70
Voltage(V)
Temperature Coefficients Power(P) -0.38%/K
Current/voltage characteristics with dependence on irradiance and module temperature.
Voltage(Voc) —176.6mV/K
Current(Isc) 3.5mA/K ...........
TESTED OPERATING CONDITIONS
NOCT 45a C+/-2a C
Temperature -40'F to+185'F(-40'C to+85'C)
Series Fuse Rating 20A
Grounding Positive grounding not required Max load 113 psf 550 kg/m2(5400 Pa),front(e.g.snow)
_ w/specified mounting configurations
MECHANICAL DATA 50 psf 245 kg/m2(2400 Pal front and back
(e.g.wind)
Solar Cells 96 SunPower Maxeon'cells
Front Glass High-transmission tempered glass with Impact Resistance Hail: (25 mm)at 51 mph(23 m/s)
anti-reflective(AR)coating
Junction Box IP-65 rated with 3 bypass diodes
Dimensions: 32 x 155 x 128 mm WARRANTIES AND CERTIFICATIONS
Output Cables 1000 mm cables/Multi-Contact(MC4)connectors Warranties 25-year limited power warranty
Frame Anodized aluminum alloy type 6063 (black) 10-year limited product warranty
Weight 41.0 lbs(18.6 kg) Certifications Tested to UL 1703.Class C Fire Rating
DIMENSIONS
MM (A)-MOUNTING HOLES (B)-GROUNDING HOLES
(IN) 12X 06.6[.26] 1O 04.2[.17]
t
Bb81<H L
ENDS
t
Please read safety and installation instructions before using this product, visit sunpowercorp.com
for more details.
020 11 SunPowerm
Corporation.SUNPOWER,the SunPower Logo,and THE WORLD'S STANDARD FOR SOLAR,and MAXEON are trademarks or registered trademarks s u n p owe rco rp.c o m
of 5-Power Corporation in the US and other countries as well.All Rights Reserved.Specifications included in this datosheet are subject to change without notice. Document#001"65484 Rev'B/LTR.EN
si iia
solare" •
SolarEdge Single Phase Inverters
For North America
SE3000A-US / SE380OA US / SE50OOA-US ; SE60OOA-US
SE7600A-US / SE10000A-US SE1140OA-US
-� rt
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and easy to lnstatt on provided bracket
�` ,� �lnitortrrg
ictt" 6660ttimn through Ethernet or Wireless
tttia ,gtRd indoor installation
Fotedvokage inverter,DC/AC conversion only
Pre-assembled Safety Switch for faster installation
Optional—revenue grade data,ANSI C12.1
USA—GERMANY—ITALY FRANCE —;AP,",N—ICHINA AUSTRALIA THE 'VE HERS ANDS— =i.
Solar " • • Single Phase Inverters for North America
SE3000A-US SE3300A-US SE5000,4-US S-Hu"C A.-US
SE760OA-US SE10000A-US SEI 14170,^, US
SE3000A-US SE3800A-US SE5000A-US SE6000A-US I SE7600A-US SE1000OA-US SE11400A-US —
OUTPUT �—
i — 9980 @ 208V
Nominal AC Power OutpUt 3000 3800 5000 6000 7600 11400 VA
5400 @ 208V 10800 @ 208V
Max.AC Power Output i 3340 4150 6000 8350 12000 VA
5450�R)24 ..» .»....»......... ................ ........�°�,..,V
....................»,...,....,...,.»,,..�............... .......,, 5450 240V 10950 240.,... ,.............,,. ..,.....,,,
AC Output Voltage Min.-Nom.-Max.
183-208-229 Vac
i -
........
AC Output Voltage Min.-Nom.-Max.;' ( ✓
2I1-240-264Vac
. ......» ,...... ... .............. t. .»..»..»..».. 1. .......,.., .....,,.......,, ,.....»..
AC Frequency Min.-Nom.-Max, 59.3-60-60.5(with HI country setting S7-60-60.5) Hz
E.... .. .......I.. .... .... ..24 @ 208V ( 48 @ 2d8V
Max.Continuous Output Current 12,5 16 ( 25 .32 ........................ .. 47.5 A....».»....
21 240V I 42 240V
.........................t.......,,.. °.,....... ........,.,.,».».
GED! 1 A
Utility Monitoring,Islanding Protection,Country Configurable Thresholds _ Yes Yes
INPUT _
Recommended Max.DC Power"' 3750 4750 6250 7500 9500 ^12400 14250 W
STCi,...,...»......,,
Transformer-less,Ungrounded Yes
Max.Input Voltage 500 Vdc
Nom.DC Input Voltage 325 @ 208V/350 @ 240V Vdc
16.5 @ 2t}8V 33 @ 208V
Max.Input Current 9.5 13 18 23 345 Adc
......................................... 15.5.Gn.2�Gv.t.,.,,..,....... ....f,.30.5,t�.240V
Max.Input Short Circuit Current 45 Adc
..........Polar.,.....ecd, , .
Reverse-Polarity Protect on Yes
Ground-Fault lsolat on Detection 600k;Sensitivity
MaximumInverterEfficiency.».....,,.+,...,97.7.... 98.2 ..........98.3 ...».`,.»,.98.3.............98.,.... 98. 98,.,..» �......
...... ........ ,». . .
CEC Weighted Efficiency 97.5 98 97.5 97.5 97.5
................» .98.E 24CtV.,I.......... .. ..,,.-.-,.-1..".11—97.5»fin 240V
Nighttime Power Consumption <2.5 <4 W
ADDITIONAL FEATURES
Supported Cornmunication Interfaces RS485,RS232,Ethernet,ZigBee(optional)
.................»,........,.,.,...... .........,,.»...,.........»...»..................................,.....,.,....,....,..,........»....».»»...»...»».,.» .,.».......
Revenue Grade Data,ANSI C12.1 Optional",
...................»...........,......,. ......,,.....,.,.....»».,.....»..,..........,..............,...........,..,..,....,.,,.....,...,....».»...»......... ...........
Rapid Shutdown—NEC 2014 690.12 Functionality enabled when SolarEdge rapid shutdown kit is installed(''
STANDARD COMPLIANCE
Safety UL1741,UL169913,UL1998,CSA 22.2
............... ...........................................».»............,..,......,.,,.....,,...,.»„ ,............................ ....».,....
Grid Connection Standards lEEE1547
Emissions FCC part15 class B
INSTALLATION SPECIFICATIONS —
AC output conduit size J AWG range 3J4”minimum/16-6 AWG 3/4"minimum/8-3 AWG
DC input conduit size/4 of strings/
AWG range, 3/4"minimum/1-2 strings/16-6 AWG 3/4"minimum/1-2 strings/14-6 AWG
...».,..... '......... ....».,..,.........,........,...............,,,.,.., ,.,....,..»
Dimensions with Safety Switch 30.5 x 12.5 x 7/ 30.5 x 12.5 x 7.5 J n/
i 30.5x12.5x10.5J775x315x260
HxWxD 775 x 315 x 172 775 x 315 x 191 mm
Weight with Safety Switch 51.2/23,2 54.7/24.7 88.4/.40'.1 Ib/kg
Cooling Na ......
tural Conv ction Fans(user replaceable)
.......».». .»..,...
Noise <25 <50 dBA
..
Min.-Max.Operating Temperature
-13 to+140 f-25 to+60(-40 to+60 version available'°') F/'C
Protection Rating NEMA 3R
...................................... ...... .......................................... .........._.....................-................. ...........
`;'For other regional settings please contact SolarEdge support.
`'Limited to 12S%for locations where the yearly average high temperature is above 77'F,'25 C and to 135%for locations where itis below 77 F/25 C.
For detailed information,refer to httoa7+xww.solaredee.us,`hles/odfs/inverter do oversaine euide.odf
A higher current source maybe used:the inverter will limit its input current to the values stated.
t"Revenue grade inverter P,'N:SExxxxA-US000NNR2
t`l Rapid shutdown kit P/N;SE1000-RSD-S1
-40 version P,N:SEx—A-USOOONNU4
Om sunsaec R
,.. ,..
F Q Solai Edge Tech�iclugies,Inc All rights reserved.SOLAREDGE,the SolarEdi;e logo,OPTIMliED BY SOLAREDGE
are tradema,isor registered trademar�s of Solai-Edge Tech—logies.In,All other tradehiaris mentioned herein
art,trade,,a,-of their resoective owners,Date:07 i 2014,V.01.Subject to
S
SOLARMOUNT Technical . . . - - neUNIRAC
SolarMount Technical Datasheet
Pub 110818-1 td V1.0 August 2011
SolarMount Module Connection Hardware.................................................................. 1
BottomUp Module Clip.................................................................................................1
MidClamp ....................................................................................................................2
EndClamp....................................................................................................................2
SolarMount Beam Connection Hardware......................................................................3
L-Foot...........................................................................................................................3
SolarMountBeams..........................................................................................................4
SolarMount Module Connection Hardware
SolarMount Bottom Up Module Clip
Part No. 302000C
Bottom Up Clip material: One of the following extruded aluminum
Bottom alloys: 6005-T5, 6105-T5, 6061-T6
Ultimate tensile: 38ksi,Yield: 35 ksi
Finish: Clear Anodized
Bottom U Clip weight: —0.031 lbs 14
p p 9 � 9)
• Allowable and design loads are valid when components are
Beam ��%� o/t
assembled with SolarMount series beams according to authorized
UNIRAC documents
Assemble with one'/4"-20 ASTM F593 bolt,one'/4"-20 ASTM F594
j serrated flange nut, and one /4 flat washer
Use anti-seize and tighten to 10 ft-lbs of torque
Resistance factors and safety factors are determined according to
part 1 section 9 of the 2005 Aluminum Design Manual and
third-
party test results from an IAS accredited laboratory
" Module edge must be fully supported by the beam
* NOTE ON WASHER: Install washer on bolt head side of assembly.
DO NOT install washer under serrated flange nut
Applied Load Average Allowable Safety Design Resistance
Direction Ultimate Load Factor, Load Factor,
t .......`_ lbs(N) Ibs(N) FS lbs(N) m
' Tension,Y+ 1566(6967) 686(3052) 2.28 1038(4615) 0.662
Y
Transverse,X± 1128(5019) 329(1463) 3.43 497(2213) 0.441
.X ~;1.
Sliding,Z± 66(292) 27(119) 2.44 41 (181) 0.619
Dimensions specified in inches unless noted
a
^ '
" �� UN �� �� ��
one0 NU��N �����
=� �� v � w � �° °��
SoxlarMu»untYNid Clamp
Part No.nou1o1o^amm1o.zoxmac.mo1o*o.
302105D,302106D
Bolt ^ Mid clamp material: One ofthe following extruded aluminum
alloys: 8OO5'T5. 81O5'T5`60S1'T8
Ultimate tensile: 38ksi.Yield: 35 ksi
,
Finish: Clear mDark Anodized
,
Mid clamp weight: 0.050 lbs(23g)
^
Allowable and design loads are valid when components are
assembled according buauthorized UN|RACdocuments
^
Values represent the allowable and design load capacity ofosingle
mid clamp assembly when used with oSo|arN1ountseries beam to
retain module inthe direction indicated
^
Assemble mid clamp with one UninooW'2OT-bn|tand one y:''2O
ASTM F5Q4serrated flange nut
^
Use anti-seize and tighten to10ft-lbs oftorque
^
Resistance factors and safety factors are determined according tn
part 1section Qofthe 2OO5Aluminum Design Manual and third-
party Ueotnyau|tohnman |ASaocnadited \obonobory
Applied Load Average Allowable Safety Design Resistance
IM DWANa, Direction Ultimate Load Factor, Load Factor,
891 (3963) 2.27 1348(5994) 0.667
Tension,Y+ 2020(8987)
�
� ��
^_W_X
Dimensions specified ininches unless noted
S«x|arYNxxunt End Clamp
Part No.uoxoo1c^an2oozo.m2oouo.onuonxc,
zocooao.meuo^u^aoz0000.zneoosc.anuoosn,
noun000.xornnoo.nozunro.znonnoc.snzouon.
302009c.302009o.302010c.302011C.302012c ^ End clamp material: One nfthe following extruded aluminum
alloys: 8OU5'T5. 81O5-T5. GO61'TG
^
Ultimate tensile: 3Dkai.Yield: 35kai
,
Finish: Clear orDark Anodized
,
End clamp weight:varies based onheight: —O.O58lbs(28g)
mp ^ Allowable and design loads are valid when components are
assembled according 0uauthorized UN|RACdonumen*o
^ Values represent the allowable and design load capacity nfasingle
end clamp assembly when used with aSo|aryNountseries beam bo
retain module inthe direction indicated
^ Assemble with one Uninoo 1/4'''20 T-boltand one 1/4"-20 ASTM F594
serrated flange nut
~~~ ^
Use anti-seize and tighten to1Oft-lbs oftorque
0�~ ^
Resistance factors and safety factors are determined according to
part 1section 0ofthe 2OO5Aluminum Design Manual and third
'
Y party test results from an IAS accredited laboratory
Modules must beinstalled utleast 1.5infrom either end ofabeam
w°x
Applied Load Average Allowable Safety Design Resistance_
Direction Ultimate Load Factor, Loads Factor,
Tension,Y+ 1321 (5876) 529(2352) 2.50 800(3557) 0.605
Dimensions specified d
� � .
SOLARMouNT . . . . • - damUNIRAC
SolarMount Beam Connection Hardware
SolarMount L-Foot
Part No. 304000C, 304000D
• L-Foot material: One of the following extruded aluminum alloys:6005-
T5,6105-T5,6061-T6
Ultimate tensile: 38ksi,Yield:35 ksi
j Finish: Clear or Dark Anodized
L-Foot weight:varies based on height:—0.215 lbs(98g)
Allowable and design loads are valid when components are
Bea % assembled with SolarMount series beams according to authorized
Bolt UNIRAC documents
L-Foot For the beam to L-Foot connection:
•Assemble with one ASTM F593 W-16 hex head screw and one
errated ASTM F594 Wserrated flange nut
Flange Nu •Use anti-seize and tighten to 30 ft-lbs of torque
Resistance factors and safety factors are determined according to part
1 section 9 of the 2005 Aluminum Design Manual and third-party test
Y results from an IAS accredited laboratory
NOTE: Loads are given for the L-Foot to beam connection only; be
W X sure to check load limits for standoff, lag screw,or other
attachment method
Applied Load Average Safety Design Resistance
Direction Ultimate Allowable Load Factor, Load Factor,
lbs(N) lbs(N) FS lbs(N) O
Sliding,Z± 1766(7856) 755(3356) 2.34 1141 (5077) 0.646
Tension,Y+ 1859(8269) 707(3144) 2.63 1069(4755) 0.575
Dimensions specified in inches unless noted Compression,Y- 3258(14492) 1325(5893) 2.46 2004(8913) 1 0.615
Traverse,X± 1 486(2162) 213(949) 1 2.28 323(1436) 1 0.664
. LARMouNT TechnicalDatasheets HFUNIRAC
SolarMount Beams
Part No. 310132C, 310132C-B, 310168C, 310168C-B, 310168D
310208C, 310208C-B, 310240C, 310240C-B, 310240D,
410144M, 410168M, 410204M, 410240M
Properties Units SolarMount SolarMount HD
Beam Height in 2.5 3.0
Approximate Weight(per linear ft) plf 0.811 1.271
Total Cross Sectional Area int 0.676 1.059
Section Modulus(X-Axis) in' 0.353 0.898
Section Modulus(Y-Axis) in 0.113 0.221
Moment of Inertia(X-Axis) in 0.464 1.450
Moment of Inertia(Y-Axis) in 0.044 0.267
Radius of Gyration(X-Axis) in 0.289 1.170
Radius of Gyration(Y-Axis) in 0.254 0.502
SLOT FOR T-BOLT OR 1.728
V4" HEX HEAD SCREW SLOT FOR T-BOLT OR
/a HEX HEAD SCREW
2X SLOT FOR SLOT FOR
BOTTOM CLIP 2.500 BOTTOM CLIP
T3.000
-T SLOT FOR U
3/8" HEX BOLT SLOT FOR 1.385
3/8" HEX BOLT
.387
.750
1.207
Y Y 1.875
A A
►X rX
SolarMount Beam SolarMount HD Beam
Dimensions specified in inches unless noted
36 MODULE ARRAY: 0�� �^
^^ SYSTEM INFORMATION <<G
H FRAME (2 STRINGS OF 14 MODULES)
(I STRING OF a MODULES)
so'TO MSP MODULE: (36)5PR-E20-327 h
INVERTER: (I)SE I OOOOA-U5Exterior PVC Conduit
,
,
OPTIMIZER: (36)P400-2NM4ARM MC4
SOLAR �
STRINGING: AfB(I X 14) : B*C(I X 14) D(I X8) D15CONNECT Lj
RACKING: UNI RAC
PACKAGE: STANDARD INVERTER
(I)SE I OOOOA-US
SYSTEM 51ZE: I 1 .772Kw
INV
C
B) ROOF*STRUCTURE Grounding
INV , Electrode
M5 B) ROOF'S A if B ROOF'S C D Q W > —
AC DISCONNECT IL z Q
RAFTER/SPACING: 2"X 8"/ I G" O.C. 2"X 10"/ 16" O.C. I _Z W > —
MAX SPAN: 13'3" 12'3" - SUPPORT OC w —
SHEATHING: 5/8" PLYWOOD 5/8" PLYWOOD O LUloom Q O
® COLLAR TIES: N/A N/A EXIST.POWER PANEL J =
- SERV. DISCO. PP cn U ►—
® - MAIN PANEL TYPE/LAYERS: ARCH. ASPHALT/ I ARCH. ASPHALT/ I O O D
INV _ INVERTER ' U U O0
® - UTILITY METER JOB HARDWARE/QTY. —
IJ - AC DISCO M EXIST.METER
FULL MOU5E ROOF PLAN (EXT.) - OUTSIDE 162" RAIL: 8 ENDS: 36
SCALE:NT5 (B) - .IN BASEMENT 1 22" RAIL: 19 MIDS: 54 SYSTEM ONE LINE DIAGRAM (TP)
(G) - IN GARAGE L_FOOT: 64 LUGS: 9 SCALE "TS YJOB #
THE PV SYSTEM HAS BEEN DESIGNED TO MEET THE MINIMUM DE51GN STANDARDS NOTES SPLICE: 14 OPT. KIT: 36 MOUNTING BRACKETS AND HARDWARE MEET OR EXCEED 1 41 38
FOR BUILDING AND OTHER STRUCTURES OF THE ASCE 7-05 * RCNYS 2010. 1 . An 18" wide clearing (free of solar NYS CODE REQUIREMENTS FOR THE DE51GN CRITERIA
BUILDING REVIEW NOTE equipment) Shall be provided along at 51TE EVAL. *JOB NOTES FOR THE TOWN.
TOWN BUILDING PLANS EXAMINER HAS REVIEWED THE ENCLOSED least one side of the roof ridge on the
DOCUMENT FOR MINIMUM ACCEPTABLE PLAN SUBMITTAL REQUIREMENTS same side as the solar equipment or on I . COPY OF HOMEOWNERS EXTENSION THE ACTUAL IN-FIELD ATTACHMENT TO THE ROOF WILL —
another side of the ridge that does not PLANS FOR ROOF'S A,B * C WILL BE MEET OR EXCEED NY5 RESIDENTIAL CODE 2010 RCNYS N —
OF THE TOWN AS SPECIFIED IN THE BUILDING AND/OR RESIDENTIAL CODE have solar equipment on it. In addition, REQUIRED BY OUR P.E. FOR REQUIREMENTS. p W
OF THE STATE OF NEW YORK. THIS REVIEW DOES NOT GUARANTEE an 18" wide pathway(free of solar STRUCTURAL/PERMITTING w Q
COMPLIANCE WITH THAT CODE. THAT RESPONSIBILITY IS GUARANTEED 2. SUPPORT PHOTO'S FOR ROOF"D FASTENER REQUIREMENTS: O D p
equipment) shall be provided from at � O Z �
UNDER THE SEAL AND SIGNATURE OF THE STATE OF NEW YORK LICENSED least one eave or gutter connecting to ENCLOSED SUNROOM DURING TOTAL ARRAY AREA = 648 SF Z —i Q
DESIGN PROFESSIONAL OF RECORD. THAT SEAL AND SIGNATURE HAS that 18" roof ridge clearing. EXTENSION BUILD WIND LOAD: ASCE 7 (SEE CALCULATIONS TH15 SHEET) Q Q
BEEN INTERPRETED AS AN ATTESTATION THAT, TO THE BEST OF THE 2.Roof Shall have no more than a Single 3. UM ON H-FRAME TO NW; 50' FROM 41 .5 PSF
LICENSEE'S BELIEF AND INFORMATION THE WORK IN THE DOCUMENT IS: layer of roof covering in addition to MSP TOTAL UPLIFT = 41 .5 PSF x 648 5F = 26,892 LB5co
*ACCURATE the solar equipment. 1— Z L
3.Installation of solar equipment shall be FASTENER:
*CONFORMS WITH GOVERNING CODES APPLICABLE AT THE TIME OF THEADDENDUM INFORMATION p ~
SOLARMOUNT LAG SCREW SPEC 203.2, 8/04: (FLAT �
SUBMflush-mounted, parallel to and no more ISSION than 6-inche5 above the surface of the A. PSEGLI REBATE DISCLOSURE; STANDARD WASHERS REQ TO BE USED WITH LAG BOLTS) Q
*CONFORMS WITH REASONABLE STANDARDS OF PRACTICE AND WITH VIEW roof. INSTALLATION PACKAGE OUTLINE LAG BOLT WITHDRAWAL VALUE; 5/16" DIA., 266 LB/IN X
TO THE SAFEGUARDING OF LIFE,' HEALTH, PROPERTY AND PUBLIC WELFARE 4.Weight of the installed system Shall not 2-IN THREAD DEPTH= 532 LB. CAP. EACH —
IS THE RESPONSIBILITY OF THE LICENSEE exceed more than 5-p5f for MIN. NUMBER OF LAG BOLTS REQ. = 26,892 L135/ N
photovoltaics and no more than 6-psf ADDITIONAL MATERIAL NEEDED 532 L55/LAG BOLT = 5 1
STRUCTURAL STATEMENT TOTAL RAIL FEET,= 302 RAIL FT/ 5 1 BOLTS = 5'-1 1"
for residential solar hot water systems. I . N/A SCALE
THE EXISTING STRUCTURE IS ADEQUATE TO SUPPORT THE NEW LOADS 1 5. Any plumbing vents through roof are not MAXIMUM SPAN BETWEEN MOUNTING FEET BOLTS "X":
IMPOSED BY THE PHOTOVOLTAIC MODULE SYSTEM INCLUDING UPLIFT to be cut or covered for solar installation. U5E 5'-4" MAX. 3/1 G"= I '
SHEAR. THE EXISTING RAFTER SIZES * DIMENSIONS CONFORM TO RCNYS Any relocation or modification will require DATE
TABLE 8802.5. 1 (1) - RAFTER SPANS plumbing permits and inspection. INVERTER#I - 5E I 000OA-U5 INVERTER- N/A
CLIMATIC GEOGRAPHIC DE51GN CRITERIA - TABLE 8301 .2(I ) 8.05. 14
33.63 O.O PAGE
GROUND SEISMIC SUBJECT TO DAMAGE BY WINTER ICE5t11ELD FLOOD MODEL SPR-327 SUNPOWER 327 350.0 O.O
5 SNOW DESIGN DESIGN UNDERLAY- HAZARDS
Speed FROST LINE MENT WATT EA., , 6 1 .351 x 4 118"W X
LOAD (mph) CATEGOR WEATHERING DEPTH TERMITE TEMP REQUIRED
SOLAR SYSTEMSSEE 1 .81"D, 17.56 FT2 aosoo 0.0 SNA
20 PSF 120 5 SEVERE 3'-0" MOD.TO 1 1 deg NA PLANS 41 .0#/MODULE (2.3#/5F) 02/2013
Powering your world HEAVY EXAM.
(B) UPPER EAST ROOF ME
100°TRUE; 13' TILT;3/1 2 PITCH (C) BOH MIDDLE SOUTH ROOF
(13) MODULES 190°TRUE;35°TILT;8.5/12 PITCH
4 (1 1) MODULES
o .
'-10'� 3 11-5' �
v -112 RIDGE
PHOTOV IC MODULE
Rldge
Rad S% All
I _
Rafter I SHADE I \ -N 3"m c -
2 X8 / IG O.C. /
N �
K31;.�'("
O LLjMAX SPAN O W > —
ROOF SECTION (Typ)—ROOF"A" HOUSE H/� PLUMBING WSCALE: NTS � HIMNEY - VENT PIPE z W X 25.5"/64"Tq�
/ R.2"X 8"
P.@ \
\ @ 6"O.C. / W
S i -��21I PITCH CHANGE — 0 w =O
(A) UPPER SOUTH ROOF _ g
1 90°TRUE; 13°TILT;3/12 PITCHRIDGE\ PHOTOVOLTAIC U O Om O
(4) MODULES MODULE (fYP)
G, g/2, N UNI RAC SYSTEM —
(TYPICAL RAIL
3'-G' 3'-2/2,4 A ROSS EACH ROW
GUTTER
N OF ENTIRE ARRAY) 1
(Only Two Shown JOB #
for Clarity) 1 4138
SHADE \ -N
SI ( HOUSE 2
OL
N pU \ Q —
ROOF AREA S/L "O S/1- S/L S/L S/L W
1 S %24.5' %245' ` X24.5' 47'X24.5' 47'%24.5' OJ
Ix
I 1 L O
S7 F U Q --, 0
z
GUTTER I I I GUTTER I7 8�1--3'-8�2'
/2
t\
5'-9y2' —
L N
as 23'-9' SCALE
ICIL'E PHOTOVOLTAIC MODULE
(D) BOIL LOWER SOUTH ROOF
� 190°TRUE; 13°TILT;3/1 2 PITCH 3/1 G°= I
2"X 1 a'/16"O.C.P�fce� (3G) MODULES
DATE
g _ IXI5T INTERIOR 8.05. 14
BEARING WALL
{---i2'3' / PARTIAL 110USE ROOF PLAN PAGE
SUN 5aff,t
ROOF SECTION (Typ) -ROOF C"$"D„ SCALE: 3/1 G" — I
Exterior wall
SOLAR SYSTEMS SCALE: NTS SN =2
Powering your world APPROVED BY:
36 MODULE ARRAY:
SYSTEM INFORMATION rb�
(2 STRINGS OF 14 MODULES)
(I STRING OF 8 MODULES)
50'TO MSP MODULE: (36)5PR-E20-327 yam'
INVERTER: (I)SE I OOOOA-US Exterior PVC Conduit
OPTIMIZER: (3G)P400-2NM4ARM MC4 SOLAR
STRINGING: A*B(I X 14) : B*C(I X 14) : D(I X8) DISCONNECT LE
RACKING: UNI RAC
PACKAGE: STANDARD INVERTER
(I)SE)OOOOA-US
SYSTEM SIZE: I 1 .772Kw INV
c
�NVs) ROOF STRUCTURE 6roundmg
i Electrode
e) ROOF'S A B ROOF'S C D Q w > —
AC DISCONNECT L- z Q
RAFTER/SPACING: 2"X 8"/ I G" O.C. 2"X 10"/ I G" O.C. I Z_ (il >1 —
MAX SPAN: 13'3" 12'3" - SUPPORT oL Q w —
w
SHEATHING: 5/8" PLYWOOD 5/8" PLYWOODO LU
LU Q O
® COLLAR TIES: N/A N/A EXIST.POWER PANEL w
5 - SERV. DISCO. PP c g U MAIN PANEL
TYPE/LAYERS: ARCH. ASPHALT/ I ARCH. ASPHALT/ 1 O
O
INVERTER I U U (n
- UTILITY METER JOB HARDWARE/QTY. —
c - AC DISCO I G2" RAIL: 8 ENDS: 3G M EXIST.METER
FULL HOUSE ROOF PLAN (EXT.) - OUTSIDE
SCALE:NT5 (B) - IN BASEMENT 122" RAIL: 15 MIDS: 54 SYSTEM ONE LINE DIAGRAM (TYP)
(G) - IN GARAGE L-FOOT: G4 LUGS: 9 scALE: NTs JOb w
THE PV SYSTEM HAS BEEN DESIGNED TO MEET THE MINIMUM DESIGN STANDARDS NOTES SPLICE: 14 OPT. KIT: 3G MOUNTING BRACKETS AND HARDWARE MEET OR EXCEED 1 4138
FOR BUILDING AND OTHER STRUCTURES OF THE ASCE 7-05 * RCNYS 2010. 1 . An 15" wide clearing (free of solar NYS CODE REQUIREMENTS FOR THE DESIGN CRITERIA
BUILDING REVIEW NOTE equipment) shall be provided along at SITE EVAL. *JOB NOTES FOR THE TOWN.
TOWN BUILDING PLANS EXAMINER HAS REVIEWED THE ENCLOSED least one Side of the roof ridge on the
DOCUMENT FOR MINIMUM ACCEPTABLE PLAN SUBMITTAL REQUIREMENTS same side as the Solar equipment or on I . COPY OF HOMEOWNERS EXTENSION THE ACTUAL IN-FIELD ATTACHMENT TO THE ROOF WILL —
another side of the ridge that does not PLANS FOR ROOF'S A,B * C WILL BE MEET OR EXCEED NYS RESIDENTIAL CODE 2010 RCNY5 N
Of THE TOWN AS SPECIFIED IN THE BUILDING AND/OR RESIDENTIAL CODE have solar equipment on it. in addition, REQUIRED BY OUR P.E. FOR REQUIREMENTS. Q J
OF THE STATE OF NEW YORK. THIS REVIEW DOES NOT GUARANTEE an 18" wide pathway (free of solar STRUCTURAL/PERMITTING 17— w Q
COMPLIANCE WITH THAT CODE. THAT RESPONSIBILITY IS GUARANTEED equipment) Shall be provided from at 2. SUPPORT PHOTO'S FOR ROOF"D"; FASTENER REQUIREMENTS: 0 :D Z p
UNDER THE SEAL AND SIGNATURE OF THE STATE OF NEW YORK LICENSEDleast one cave or gutter connecting to ENCLOSED SUNROOM DURING TOTAL ARRAY AREA = 648 SF Z 0 Q
DESIGN PROFESSIONAL OF RECORD. THAT SEAL AND SIGNATURE HAS that 18" roof ridge clearing. EXTENSION BUILD WIND LOAD: ASCE 7 (SEE CALCULATIONS THIS SHEET) Q —i O
BEEN INTERPRETED AS AN ATTESTATION THAT, TO THE BEST OF THE 2.Roof shall have no more than a single 3. UM ON H-FRAME TO NW; 50' f ROM 41 .5 P5F Z
layer of roof coverm in addition to MSP TOTAL UPLIFT = 4 1 .5 P5F x G48 SF = 2G,892 LB5 w
LICENSEE'S BELIEF AND INFORMATION THE WORK IN THE DOCUMENT IS: Y 9 � � m
the solar equipment.
'ACCURATE 3.installation of olar equipment shall be FASTENER: pC z
'CONFORMS WITH GOVERNING CODES APPLICABLE AT THE TIME OF THEADDENDUM INFORMATION p ~
flush-mounted, parallel to and no more 50LARMOUNT LAG SCREW SPEC 203.2, 8/04: (FLAT
SUBMISSION WASHERS REQ TO BE USED WITH LAG BOLTS
A. PSEGLI REBATE DISCLOSURE; STANDARD )
than G-Inches above the surface of the �
'CONFORMS WITH REASONABLE STANDARDS OF PRACTICE AND WITH VIEW INSTALLATION PACKAGE OUTLINE LAG BOLT WITHDRAWAL VALUE; 5/1 G" DIA., 2GG LB/IN X
roof. [�
TO THE SAFEGUARDING OF LIFE, HEALTH, PROPERTY AND PUBLIC WELFARE 4.Weight of the mstalled system shall not 2-IN THREAD DEPTH= 532 LB. CAP. EACH —
= N
IS THE RESPONSIBILITY F TH _ MIN. NUMBER OF LAG BOLTS REQ. 26,892 LBS/
O E LICENSEE exceed more than 5 psf for � —
hotovoltaics and no more than G- sf ADDITIONAL MATERIAL NEEDED 532 LB5/LAG BOLT = 5 1
P p
STRUCTURAL STATEMENT '
TOTAL RAIL FEET,= 302 RAIL PT/ 5 1 BOLTS = 5-1 1"
for residential solar hot water systems. I . N/A SCALE
THE EXISTING STRUCTURE IS ADEQUATE TO SUPPORT THE NEW LOADS 5. Any plumbing vents through roof are not MAXIMUM 51`PN BETWEEN MOUNTING FEET BOLTS "X":
'IMPOSED BY THE PHOTOVOLTAIC MODULE SYSTEM INCLUDING UPLIFT to be cut or covered for solar installation. USE 5'-4" MAX. 3/1 G"= I '
SHEAR. THE EXISTING RAFTER SIZES * DIMENSIONS CONFORM TO RCNYS Any relocation or modification will require DATE
TABLE 8802.5. 1 (1) - RAFTER SPANS plumbing permits and inspection. INVERTER#I - 5E I OOOOA-US INVERTER- N/A
PV SYSTEM DC DISCONNECT PV SYSTEM DC DISCONNECT
L8.05. 14
CLIMATIC GEOGRAPHIC DE51GN CRITERIA - TABLE R301 .20 )
33.63 O.O PAGE
GROUND SEISMIC SUBJECT TO DAMAGE BY WINTER ICESNIELD FLOOD MODEL 5PR-327 SUNPOWER 327 350.0 0.0
SNOW DESIGN DESIGN UNDERLAY- HAZARDS
' Speed FROST LINE MEN7
LOAD CATEGORY WEATHERING TERMITE TEMP WATT EA., , G 1 .391 x 4 1 . 18"W x 500.0 O.O SOLAR SYSTE M S (m h) °EPTN REQUIRED sEE .81"D, 17.56 FT2 N =1
20 F5F 120 B SEVERE 3'-0" MOD.TO I I deg NA PLANS 4 I .O#/MODULE (2.3#/SF) 02/20 13 45.0 O.O
Powering your world HEAVY EXAM.
(B) UPPER EAST ROOF ( MW y
100°TRUE; 13°TILT;3/1 2 PITCH (C) BOH MIDDLE SOUTH ROOF 4�E
(13) MODULES 190°TRUE;35°TILT;8.5/12 PITCH ^ yr
(1 1) MODULES �►
0
4 -�
II
/ -10" 3 I -5 _
-1 1Y2'. -6.. -3�2' RIDGE
4 �5 � CO-
�
PHOTOV IC MODULE
Ridge I I I
Rall _ S/ '�
NT
Rafter _ 3"�
2 X 8" O.C. /
SHADE -N -N
3'3 � I w w
MAX SPAN \
ROOF SECTION(Typ)-ROOF"A"s^ 1 =1 HOUSE HA PLUMBING Z Z Q n
CHIMNEY I VENT PIPE — w
SCALE: NT5 A36.5"X 25.5"/64"T L w —
`/ R.R. 2"X 8"
\ @ 6"O.C. I w
I'-7�" PITCH CHANGE O w O=
Ix
2 g
(A) UPPER SOUTH ROOF _ U O O O
190°TRUE; 13°TILT;3/1 2 PITCH PHOTOVOLTAIC U c� 0
(4) MODULES RIDGE_I MODULE (TYP) 1
6 /2N N UNI RAC 5Y5TEM
(TYPICAL RAIL \
3'- '2" A ROSS EACH POW
GUTTER OF ENTIRE ARRAY)
(Only Two Shown \ JOB #
for Clarity) 14138
51 I SHADE \
�o HOUSE � ^ 2
N
K
N b
0 Lu
♦. ROOF AREA 47'%24.5' NU 4T X24.5' 4T%24.5' 47'X24.5' 47'X24.5' z
�\ Q
S "L V \ O z
Z 0 —i Q
57 Iv ( I I -; o
2 Z
S2 m I Z =
GUTTER I I GUTTER I -3'-8�2"
—7 5,V2 C
19 [�
5 9,V2N
1 9'-1011
aas. —23'-9" SCALE
PHOTOVOLTAIC MODULE (D) BOH LOWER bOUTH ROOF
II_ I
dgeRa 190° TRUE; 13°TILT;3/12 PITCH 3�I G — I
2"X 10"/16"O.C.Rafter (36) MODULES
DATE
A EX15T INTERIOR 8.05. 14
BEARING WALL
PAGc .
23 / PARTIAL HOUSE ROOF PLAN E
MAX SPAN 't SCALE: 3/1 G" = 1 '-0" N =2
s U NTiy ROOF SECTION (Typ) - ROOF"C"$"D"E. na W,11
SOLAR SYSTEMS SCALE: NTS
Powering your world APPROVED BY: