HomeMy WebLinkAbout47338-Z �Q��gOFfOt p coGy Town of Southold 4/24/2024
- P.O.Box 1179
o ` 53095 Main Rd
4,, �ao�r Southold,New York 11971
CERTIFICATE OF OCCUPANCY
No: 45143 Date: 4/24/2024
THIS CERTIFIES that the building SOLAR PANEL
Location of Property: 330 Old Field Ct, Mattituck
SCTM#: 473889 Sec/Block/Lot: 120.-3-8.26
Subdivision: Filed Map No. Lot No.
conforms substantially to the Application for Building Permit heretofore filed in this office dated
12/22/2021 pursuant to which Building Permit No. 47338 dated 1/13/2022
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 to existing single family dwelling as applied for.
The certificate is issued to Sparacio, Sheri&Joseph
of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL
ELECTRICAL CERTIFICATE NO. 47338 4/10/2024
PLUMBERS CERTIFICATION DATED
AuttorAd Signature
suFFac,t� TOWN OF SOUTHOLD
BUILDING DEPARTMENT
y z TOWN CLERK'S OFFICE
Wo • 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#: 47338 Date: 1/13/2022
Permission is hereby granted to:
Sparacio, Sheri
23 Barrow PI
Blue Point, NY 11716
To: Remove existing panels and install new roof mount solar to existing single family
dwelling as applied for.
At premises located at:
330 Old Field Ct, Mattituck
SCTM #473889
Sec/Block/Lot# 120.-3-8.26
Pursuant to application dated 12/22/2021 and approved by the Building Inspector.
To expire on. 7/15/2023.
Fees:
SOLAR PANELS $50.00
ELECTRIC $100.00
CO-RESIDENTIAL $50.00
Total: $200.00
Building Inspector
oF so�ryol
0
Town Hall Annex Telephone(631)765-1802
54375 Main Road
P.O.Box 1179 G Q
Southold,NY 11971-0959 �l�r• sean.devlinl-town.southold.ny.us
f
�
BUILDING DEPARTMENT
TOWN OF SOUTHOLD
CERTIFICATE OF ELECTRICAL COMPLIANCE
SITE LOCATION
Issued To: Sheri Sparacio
Address: 330 Old Field Ct city:Mattituck st: NY zip: 11952
Building Permit#: 47338 Section: 120 Block: 3 Lot: 8.26
WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE
Contractor: Electrician: Element Energy License No: 52689ME
SITE DETAILS
Office Use Only
Residential X Indoor X Basement Solar X
Commerical Outdoor X 1st Floor Pool
New X Renovation 2nd Floor Hot Tub
Addition Survey X Attic Garage
INVENTORY
Service 1 ph Heat Duplec Recpt Ceiling Fixtures Bath Exhaust Fan
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 Ceiling Fan Combo Smoke/CO
Transfer Switch UC Lights Dryer Recpt Emergency Strobe Heat Detectors
Disconnect Switches 4'LED El Exit Fixtures Sump Pump
Other Equipment: 13.2kW Roof Mopunted PV Solar Energy System w/ (33) QcellgpeakDuoMLg10-
400W Modules, AC Combiner w/ (3)220 breakers, 50A Fused AC disconnect, Lineside Tap
Notes: Solar
Inspector Signature: Date: April 10, 2024
S. Devlin-Cert Electrical Compliance Form
pF SOUlyolo
A # # TOWN OF SOUTHOLD BUILDING DEPT.
�ycoutm, '' 765-1802
INSPECTION
[ ] FOUNDATION 1ST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] INSULATIOWCAULKING
[ ] FRAMING /STRAPPING 6] FINALy��Z
[ ] FIREPLACE &=CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] PRE C/O
REMARKS: 0 Eutal. 66K►_ k6oczzr.� .
iy ten_
DATE INSPECTOR l
ON y4 6 0
# # TOWN O SOUTHOLD BUILDING DEPT.
courm a 631-765-1802
INSPECTION
[ ] FOUNDATION 1ST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] INSULATION/CAULKING
[ ] FRAMING /STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] PRE C/O
/� [ ] RENTAL
REMARKS:
DATE 61 fig INSPECTOR
o�OFSO yo q7331 �36 014 f �dj GYZ:OT
# # TOWN OF SOUTHOLD BUILDING DEPT.
`ycoulm, 631-765-1802
INSPECTION
[ ] FOUNDATION 1ST [ ] ROUGH PL13G.
[ ] FOUNDATION 2ND [ ] INSULATION/CAULKING
[ ] FRAMING/STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL
REMARKS:
/it.e aoivtci V& br' e-r
�- k-
06
�d �o
DATE I l as 93 INSPECTOR
OF SOUTyO�
# TOWN OF SOUTHOLD BUILDING DEPT.
�,� • �o
l f courm, 631-765-1802
INSPECTION
[ ] FOUNDATION 1ST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] INSULATION/CAULKING
[ ] FRAMING /STRAPPING [ FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL
REMARKS:
DATE �•,[ INSPECTOR
1
tio��OF S UIyO� 1-I 1 l./ rT.
TOWN SOUTHOLD ILDIN DE
631-765-1802
INSPECTION
[ ] FOUNDATION 1ST/ REBAR [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [. ] INSULATION/CAULKING
[ ] FRAMING/STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE,RESISTANT,CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) '[ `ELECTRICAL (FINAL)
[ ] CODE VIOLATION /[ ] PRE C/O [ ] RENTAL
REMARKS:
DATE 0/t/Aly INSPECTOR .�
so
Dw
# TOWN OF OUTHOLD BUILDING D T.
cou►�� 631-765-1802
I.N.SPECTION
[ ] FOUNDATION 1ST/ REBAR [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] INSULATION/CAULKING
[ ] FRAMING /STRAPPING [ ] .FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] MWRESISTANT'CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL
REMARKS:
DATE INSPECTOR
Zoho Sign Document ID:HAURIKIU7A4B7FPUSFJTX05EJYM1 FRUJBUS8E7TJ8T0
_3`t
e
Town of Southold I MAR 2 6 2024 March 15th, 2022
Building Department
Town Hall Annex Building
54375 Route 25 `ovus-,
P.O. Box 1179
Southold, NY 11971
Subject: Roof Mounted Solar Panels at the Sparacio Residence, 330 Old Field Ct, Mattituck, NY
11952
To Town of Southold:
I have reviewed the solar energy system installation in the subject topic on March 15th, 2022.
The units have been installed in accordance with the manufacturer's installation instructions and
the construction drawings approved by the Building Department, Town of Southold, New York.
The solar panel installation is in compliance with the requirements of the 2020 Residential Code
of New York State, the 2017 National Electric Code, SEI/ASCE 07-16 "Minimum Design Loads
for Buildings and Other. Structures", NFPA Standard 70 and current industry standards and
practices and based on documentation and data supplied by Element Energy at the time of this
report. Markings in accordance with Section 690.53 of the National electrical Code are
provided.
To the best of my belief and knowledge, the work in this document is accurate, conforms to the
governing codes and standards applicable at the time of submission.and conforms with
reasonable standards of practice with the view to the safeguarding of life, health, property and
public welfare.
Sincerely,
OF NEkr
Gennaro Anthony Giustra. P.E. 1k, O A c� 0
Great Eastern Services, Inc. CO
PO Box 240
24 Harvey Rd n W
Riverhead, NY 11901. 2
cf� x�m C9
FQ 10 lb �(i=
Office: 631.543.9555 ARCFESSIONP�'
Mobile: 631.235.0189.
Email: jerrygiustra@gmail.com
:,: C�1VTk1'I N S
FIELD' SPE. Q � . T
ITT o% .1Y P-11 RT. D I R.*.' ' ti:': ,r: ;
I,, ,rt
?''.6'iC'.`
. I
yr
'•'7'."
1:,r
�. MC<
M
\�\J h
D :TOt:::.1ST
. V
FOUN .AT
a sl:� H
. •'y: '' ::, �:s`rr.'•j�',.t ...11•..,y.((;;��:vSP!It,i:• p,'s i,'''t•;
I.
.,. •'.., .,,i-.ly,,.,
.r
.-.-:'�f��".,:.z"z:��,.,i r-�:.-;-.-,V?—��.i.,":*�-.—.-I.-.",..,."._.*..I.*I.-,.,..,l�.',,...��;.i,...-."!�,I-c,,c�I,-1--:.—�..,,-,.:'-I",�'�:..'-:.;.......".�"'e.-,
...:.,,.�,..�!,:,.:.!..'.-Z.-.-".:.,..;.,.-...;.-,.:
`':if .
. .,
I.
.-....I:?..
T)1�—.
t1 3f--.pl.e1.�),�,"I4-
:FOUNDAt..IO. (—MU : 35
.. Vx::r`:.'•.•,r::..�,:>.;:�. ;.71:,.ak;'.i:i"'1YC!�;i.i"':✓n;?`t;,,..;
•"r, ;`.'�'-0, rC,.,dri.:. ,tip:
.. :„ay::..:
'Yti:'.-'�,�:i:�;�:;:y1.. v.4.`>.w°7dgittj-r'jt.,l.V'';a,..:.':3 ..
' 99 ;7:':,r : ;; rIY '4::2,
:.r. S':iy�=yl:i i.z':',.4 $Ll.�r{i,:4;,,S.• 'ii�::;•,:,,.:• Y-/i.
cl'.:;f::r::. :t;..
V.
I+ .t. ,Y.i.r"..I..:;;'i;.. -
,;
>a. r.tr '.+ y
c:7. 1' �''F'.. yy ,
fr.f z
,.pep rY,..r,e Ji-. (/��
'. ;x1 b?": ,4,. ;q ys..::a: „4,!y,M1`Jt•*:i ?!: .t.;.,c i.
F�l.��`^y.�...:J�vr?i: :tiCS,�...;k':iFh: .t.xril':•.... .h,
RQUGH h,.. ;::3. ,x'.(
F,.. A,.
i' :i:.:..•:IN (by r
n �'�*,�}y� �'1 ' .(:fit;`" - '�,.�.'. I .f":!.*1s n 4. ..;�..,,t.;'%;:::,:,','.,•,..'
.C'Lll'L1177 .17,. A'i•yr.;d'a`., :4' .y'4 .(j,•;..,L4)int.,;
I R;;4
.6e ar M4,�::fv_.. 1
•.Yr'r'•:.' —
-h,}�A:c•;%:ter:;
W.T ,'+.s' -ji.:':: i..
T` .~4
• •:� '
.:C..:•!
,• .
:;i .:1;.:.:, m.
INSULATION.p R N.. ".. ., y.
a '.:,..
a': :°::: '.'r. .• '
STATE E1VHGY CI�E ,;;;;i< ,.; : ~'.
s, ,.
:''
x,;;;;p;'* :;:'
>:<`:`
-0 >:
r`t!` .i.7.r 7�kir:'•' :i^:k'
`rii•- -�:'s: ar;C:xX:C'i;c.}i;::`ti,
,:
l'
`�. , )8
:i;a., :.'":;
id:
''r ,ilk': l;.`'`i£:::,Ib:nu,a'+F,'iiFi?:'�Jvy:: n'+!:
l ir:i:E
'�,; +'"':`iss.1.7I i:.: ;.h:'•. :G;a1i{.nr,1`�iTli',t^,."1:2;',';l `:;i.,'c
;',u; •iB:^.a:-.d`_M1.>r?,:: i'aj,F�:,.,?,1��;:;x,^�F'•';;dx,r}+.,.•,:..<^, .
:,V;r t�'- I •:17 •:'rx- is...c,tti,.: I
�'SC.jr::, ..,'`.%7af`i�',+, ..4,Yz5k3a5c'Y,j,rp: ..
Fx ,: ,r�.kfi,4t,.,,.
::.
.':
J }ir.
'ti' .'t:,%+,;; .,;�.ai�'i�'�J, .j t'y'11, ='�4�2.'.i'.: ,. .,- .
:•
5r k:4y^ i-�I`%y;.:.".;Ch'.'!�'I!r,:.bV14ti-.-J,':s. • . .
.. `Nr. :' rye;,y- .,5s`i;:•r�!i°.ys4 y.,k,r:..7: i:.
+�Lii -
,.. k• ;.. :.t
r-)i.:.:
»:; i�.,
4 {....
" //^J7
'(�yY, ,ryxY �1 V
.- �:. .V 1
A•�•1,•' rr '..•�
. .,`!l+•'YYYYYY: ;':;y?:`tJ.;}'r:���7't.:i;j-
h
3
aq'
:; , �-
: .
;,: ,.,.:t';r.... :. ,�.:t•tt
j'( I:l.^.' )ii•,r•%"tL'1/ il::0.y i N
iF,:r'
...
•'!1b:1:^c:
;;t ;:;,,..r. *10
f>: .'.,,
:a:';
'n4 ,,.,�'.A.
t.. ...(, .. ,
;k 1.
:•"1
:.tL'.I•
y,:,.
I:;'''!.
•t
YP, .11."'
.. ..: ,,
5:;:.i•:::.4;
....
...:.. 'f,:r:
<F L,.,1:,,,. .
b
• :'!i'ii i:'1-�hi:lli p .+,,Y.r.,,;j, ..LI'll;,:�! tr'��r:r:.5�'.t: .1 ,
t-K:r. ,
,...
is
.. ........:..:.:..r;:s
. 7fr.' l:'1{x .kf.�;•�i 4p• 'i.y�1:• •i.i�.
. •4 ail tl•;`.W1:�'yaY�l:. �j�r,t:i� (t ?i...'..
.3,:4,;= S>• ii- rc,r.i-;Y:r:,.'�lvhr a'iI„�I•�.,.,:;C•s?1..�r ...
hx,:'.`p:=:;r';h!: y;�7r�1jt•;In?.•r„a'f,.„. ..
Y-`:'Y,Y':S•.{,.MA„7. 'SF:nk �1.{.)`.:V+•n.,,>;.:<.n:`i�i,i.
f';::.V t•�:y`.t:`�P?.,!t�'',::�"i'"l:ii r i1,Fe^w.(ti���s?,:S'"..", .
:�S:eP;s. ;.r: S:ty• c.rS .
. , . . .. . . • r. .. _ . .. i,. ::1:,.`:,d 4.:';.o r!..:. \..rl l.'.i�,:t: Irr).•-! .. .. , . r
=o�g�FFO(��oGy� TOWN OF SOUTHOLD—BUILDING DEPARTMENT
y Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959
�y�,o• �ao�� Telephone (631) 765-1802 Fax (631) 765-9502 https://www.southoldtownny.gov
Date Received
APPLICATION FOR BUILDING PERMIT
For Office Use Only
�j I l(� EHE
PERMIT NO. �1S Building Inspector: LJ
®EC 2 2 2021
Applications and forms'must be filled out in their entirety.Incomplete
applications will not be accepted. Where the Applicant is not the,owner,an BU I •Ir s' DEFT.
Owner's Authorization form(Page 2)shall be completed. TOW s-'CLD
Date:
OWNER(S)OF PROPERTY:
Name: ✓�c°id_._---____-.._.___.___. scTM#i000- /d-V�/C/C/3(/D--l/(� ._._
Project Address
Phone#: Email
Mailing Address:
CONTACT PERSON:
Name:
Address:Mailing � _iling.___d.___...��____�.. .._. .,_�lI_..... ��.__.�_..._.
Phone#: Email:
DESIGN PROFESSIONAL INFORMATION:
Name:
Mailing Address:
Phone#: Email:
CONTRACTOR INFORMATION:
Name:
Mailing Address:
Phone#: q Email:
DESCRIPTION OF'PROPOSED CONSTRUCTION
❑New Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project:
ther
ill the lot be re-graded? ❑Yes No Will excess fill be removed from premises? ❑Yes o
1
Zoho Sign Document ID:8NSLBYUNNSRMVJBUMFFI7DXDBZZKDKU-BKV6FUBJD_A
PROPERTY INFORMATION -
Existing use of property: Intended use of property:F
Zone or use district in which premises is situated-:, Are there any covenants and restrictions with respect to
this property? ❑Yes [],No IF YES, PROVIDE A COPY.
Check Box After Reading:. The owner/contractor/design professional Is responsible for all dralnage and storm water issues as provided by
Chapter 236 of the Town Code.APPLICATION IS HEREBY MADE to the Building Department for the Issuance of a Building Permit pureuantto.the Building Zone
Ordinance of the Town of Southold;Suffolk,Coun*,New York and other applicable laws,Ordinances or Regulations,for the construction of buildings,
additions;atterations,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(s)for necessary inspections.False statements made herein-are
punishable as a Class A misdemeanor pursuant to Section 210A5 of the New York State Penal Law.
Application-Submitted By(print name): ��C. �lil , Author-)zed Agent_ 0'0Wn-e'I
Signature of Applicant: J Do e:
STATE OF NEW Y(ORRK)1,
n ASS.
COUNTY OF-,-AA
�p
�/C h/��� - -��" !! being duly sworn, deposes and says that(s)he is the applicant
(Name of individual signing contract)above named,
(S)he is the
(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/her knowledge and belief;and
that the work will be performed in the manner-set forth in the application file therewith.
Sworn before me thus,,
A_day of 1�1n „20 G�. .
ir)jllut�
Notary Public
DEBRA A SEPULVEDA
NOTARY PUDUC,SfATE OF NEW YORR
ReoulitionN6601SM12M -PROPERTY OWNER AUTHORIZATION
ed1IIsum OPMq
My Commfsslon Ezpisrs (Wh, re the applicant is not the owner)
;residing at 336 Old
_ - -do hereby authorize _,-► to apply on
my behalf to the Town of Southold Building Department for approval as described herein:
Owner's Signatu.r'e Date
Print Owner's Warne
2
�o�g�FFO(�`,oGy BUILDING DEPARTMENT- Electrical Inspector
TOWN OF SOUTHOLD
o Town Hall Annex - 54375 Main Road - PO Box 1179
o • Southold, New York 11971-0959
'yfj O� Telephone (631) 765-1802 - FAX (631) 765-9502
rogerr(aD-southoldtownny.gov - sea nda-southoldtownny.gov
APPLICATION FOR ELECTRICAL INSPECTION
ELECTRICIAN INFORMATION (All Information Required) Date: Myz ZZ12L/,
Company Name:
Electrician's Name: Jar e. cfit
License No.: Elec. email:
Elec. Phone No: 79»y3 ❑I request an email copy of Certificate of Compliance
Elec. Address.: ge
er
JOB SITE INFORMATION (All Information Required)
Name:
Address: 3.30
Cross Street:
Phone No.: 7; 9'�3
Bldg.Permit#: email:
Tax Map District: 1000 Section: «/ Block: / / Lot'
BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly):
/3, ,��/ ,�'l/�il��r ryfk�, �3 Cfe// �Gz
3 3� rylr/vvx
C Square Footage:
Circle All That Apply:
Is job ready for inspection?: ❑ YES O ❑Rough In ❑ Final
Do you need a Temp Certificate?: ❑ YES N NO Issued On
Temp Information: (All information required)
Service Size❑1 Ph❑3 Ph Size: A # Meters Old Meter#
❑New Service❑Fire Reconnect❑Flood Reconnect❑Service Reconnect❑Underground❑Overhead
# Underground Laterals D 1 R2 H Frame Pole Work done on Service? Y N
Additional Information:
PAYMENT DUE WITH APPLICATION
PS ,,� i
APPROVED AS NOTED OCCUPANCY OR
-'ATE:�3' S.P.# 33� USE IS UNLAWFUL
-�E: "oz) BY: WITHOUT CERTIFICAT
,OTIFY BUILDING DEPARTMENT AT
1802 8 AM TO 4 PM FOR THE OF OCCUPANCY
_C; LOWING INSPECTIONS:
hOUNDATION - TWO REQUIRED
FOR POURED CONCRETE
2 ROUGH - FRAMING & PLUMBING
3. INSULATION
4. FINAL -'CONSTRUCTION MUST
BE COMPLETE FOR C-O:
ALL CONSTRUCTION SHALL MEET THE COMPLY WITH ALL CODES OF
REQUIREMENTS OF THE CODES OF NEW NEW YORK STATE & TOWN CODEc.,
YORK STATE. NOT RESPONSIBLE FOR AS.REQUIRED AND CONDITIONS Of
DESIGN OR CONSTRUCTION ERRORS. SOUTHOLD TOWN ZBA
SOUTHOLD TOWN PLANNING%BOARD
SOUTHOLD TOWN TRUSTEES
N.Y.&DEC
RETAIN STORM WATER RUNOFF
PURSUANT TO CHAPTER 236
OF THE TOWN CODE.
Zoho Sign Document ID:KYXB95QDD-9L-551 VLCJIPMCJ6J9-P5EDWAT4AKHKEQ S ,'
( •,a fI )1
DESIGN$DRAFTING BY:
50LAP ARRAY ON MAIN HOU5E 13.2 kW MAR 2 9 2�24 1 ,r ELEM`NT ENERGY LLC
(33)QCELL Q.PEAK DUO ML-G 1 0+400 WATT PV MODULES
(2)STRINGS OF(1 2)MICRO-INVERTERS E(1)STRING OF(9)MICRO-INVERTERS REVIEW BY J.M.NAI3CEP CERTIFIE
'(3)STRINGS TOTAL
051 I I -I 9
TO UTILITY GRID
REv1sloNs
STRING #I -2 i OF
� ,
NEli( DESCRIPTION DATE REV
i z N
- ---------------- O
I ----- ---t 9 PRQ A GAG Bl-DIRECTIONAL ORIGINAL z-oe 2oz
__-7 �R tP� '� O UTILITY METER
* ��? * PHASE.240 V
�'---'p . 'l.y
1 - F'Y M 1'LCi,
1 2 N
POINT OF INTERCONNECTION
PER NEC 1 TAP OND 6 G90T01 64(A)
� LENGTH OF TAP CONDUCTORS
STRING #3 N� - r �� SHALL NOT EXCEED 10 FT
= 703445
-r
-- SS101"
!----- - MAIN 5ERVICE CONTRACTOR
�_---- __---- _----- _----� ------ - --- ----�� 240 V.200 A DISCONNECT
ENPHASE BRANCH MICRO-INVERTER
CIRCUIT CABLE TYPICAL ENPHASE IQ7PLU5-72-2-US
240 VAC. 1.21 A ELEMENT ENERGY, LLC.
97.5%CEC-WEIGHTED EPE 7470 SOUND AVE
NEMA G.UL LISTED
TYPICAL AC DISCONNECT 2 2 MATTITUCK, NY 1 1952
I
1 so D D223NR5 LICENSE#43889-t1
I
240 VAC.80A LICENSE# 52GiI
I NEMA 3R.ILL LISTED
N ,i (2)50 A FUSES
2 2
°A
I
I
1 2 2 (✓1AIN SERVICE PANEL PROJECT NAME
I N N
T 7 V AC
I AU COMBINER BOX N W /1
W A G - -, L.� L 1
I n3R UL!15T`_� I I
I I D TT
I I I EXISTING GROUNDING z V
I i ELECTRODE SYSTEM W O -
_D U -
I (S) cl >_
I I
w � z
I a/- w
L----------------------------------------------------- j
WIRE CONDUIT SCHEDULE o �L
CIRCUIT CIRCUIT CIRCUIT CONDUCTOR CONDUCTORS MAX. CONDUCTOR CONDUIT FILL CONDUCTOR GROUND GROUND GROUND TYPE CONDUIT CONDUIT AMBIENT TEMP ESTIMATED Voltage Drop(% C
O I.D.# ORIGIN DESTINATION 51ZE PER POLE QUANTITY DEBATE IN5ULATION 51ZE QUANTITY INSULATION (CU/AL) TYPE SIZE TEMP DEBATE DISTANCE
- 310.15(8)(3) 310.15(5)(20(3-; � O
INVERTERS COMBINER PANEL AWG#12, 1 6 0.8 U5E-2/FV Wire AWG#8 1 BARE CU FREE AIR I" 55QC 0.84 O FT 0.8%
OR EMT
COMBINER PANEL AC DISCONNECT AWG#8 1 3 1 THWN-2 AWG#8 1 THWN-2 CU PVC -T5QC 0.95 -5 FT 0.G%
AC DISCONNECT MAIN PANEL AWG#6 I 1 3 1 I 1 THWN-2 AWG#8 1 THWN-2 CU PVC T5QC 0.95 O FT 0.G%
ELECTRICAL NOTES
SHEET NAME
CALCULATIONS FOR CURRENT CARRYING CONDUCTORS
1.)ALL EQUIPMENT TO BE U5TED BY UL OR OTHER NRTL.AND LABELED FOR ITS APPLICATION. #I PV Source Circuit Wire Ampacity Calculation CONFIGURATION
2.)ALL CONDUCTORS SHALL BE COPPER,RATED FOR GOO V AND 90QC WET ENVIRONMENT. [NEC 690.6(B)(I)]:(Isc)'(#of strip s)'(I.56)= 15.1 5 A 3-LINE D I A.
3.)WIRING,CONDUIT,AND RACEWAYS MOUNTED ON ROOFTOPS SHALL BE ROUTED DIRECTLY g Modules per String 2 MAX.
TO,AND LOCATED A5 CL05E A5 P055113LE TO THE NEAREST RIDGE, HIP,OR VALLEY. AWG#i 0,a 8,1 5y'Temp Derate= e 88 A
26.88 A> I8.15 A,therefore DC wire size is valid. Modules per Inverter I
4.)WORKING CLEARANCES AROUND ALL NEW AND EXISTING ELECTRICAL EQUIPMENT 5HALL Number of Inverters 33
COMPLY WITH NEC 1 10.26. #2 Inverter Output Wire Ampacity Calculation
5.)DRAWINGS INDICATE THE GENERAL ARRANGEMENT OF SYSTEMS. CONTRACTOR 5HALL Inverter Max Amperage output' (1.25)=49.9 1 A Record low temp -I OQC
FURNISH ALL NECESSARY OUTLETS,SUPPORTS,FITTINGS AND ACE550RIE5 TO FULFILL AWG#8,ampacity'(Temp Derate)'(Conduit Fill Derate)= 52.25 A Voc Temp Coefficient -0.24%Q/QC DRAWING SCALE
APPLICABLE CODES AND STANDARDS. 52.25 A>49.9 I A,therefore AC wire size is valid. DC SYSTEM 5PECIFICATION5 CALCULATIONS
G.)WHERE SIZES OF JUNCTION BOXE5, RACEWAYS,AND CONDUITS ARE NOT SPECIFIED, #3 Combined L=Inverter Output Wire Ampacity Calculation O eratin Current 10.8 A =(#of strings)*(Imp) N .T.5.
THE CONTRACTOR 5HALL SIZE THEM ACCORDINGLY. Inverter Max Amperage output'(1.25)=49.91 A Operating Voltage 37.1 V =(#modules in series)'(Vm )
7.)ALL WIRE TERMINATIONS SHAM BE APPROPRIATELY LABELED AND READILY VISIBLE.
5.)MODULE GROUNDING CLIP5 TO BE INSTALLED BETWEEN MODULE FRAME AND MODULE AWG#6, ampacity'(Temp Derate)'(Conduit Fill[)crate)=63.0 A Max.System Volta e 49.6 V = (#modules in series)'[(((-#.##%V/QC'.O 1)'(Lo Temp##QC-25))'(Voc))+(\
SUPPORT RAIL,PER THE GROUNDING CLIP MANUFACTURER'S INSTRUCTION. 63.0 A>49.9 1 A,therefore AC wire size is valid. Short Circuit Current 13 9 A =(#of strm s)'(Isc)'(I.25)per Art. G90 8(A)(1)
9.)MODULE SUPPORT RAIL TO BE BONDED TO CONTINUOUS COPPER G.E.C.VIA WEER LUG AC SYSTEM SPECIFICATIONS 5HEET NUMBER
OR I1_500 GBL-4DI3T LAY-IN LUG. Max AC Output Current 49.9 I A
10.)THE POLARITY OF THE GROUNDED CONDUCTORS 15(positive/negative) PV-5
OR O eratin AC Volta e 240 V
10.)THE DC 51DE OF THE PV SYSTEM 15 UNG OUNDED AND SHALL COMPLY WITH NEC 690.35. TAX MAP: 1000 120000300005026
Zoho Sign Document ID:..KYXB95QDD-9L-551 VLCJIPMCJ6J9-P5EDWAT4AKHKEQ
Town of Southold December 8th, 2021
Building Department
Town Hall Annex
54375 Main Road
P.O. Box 1179
Southold, New York 11971-0959
Subject: Roof Mounted Solar Panels at the Spracio Residence.330 Old Field Ct. Mattituck. NY
11952
To Town of Southold:
I hereby state that it is my professional opinion that the subject plans comply with the 2020
Residential Code of New York State, the 2017 National Electric Code,ASCE 7-16, and
NFPA-70. These code requirements include the fact that the roof framing is adequate to support
the additional loads from solar panels as well as roof ridge and peak access to first responders.
I have evaluated the structural framing of the existing roof with the additional loading to account
for the proposed solar panel application. Deflection and stresses of the structural components
remain within the allowable for the existing roof for wind pressures from 140 mph, 3 second
gust, Exposure B with a ground snow load of 20 pounds per square foot. Mounting locations
and methods are as indicated in the submitted plans.
From the site inspection and analysis, and as evidenced by previous roof loads withstood, it is
my professional opinion that the existing building and roof framing is structurally adequate to
support the reactions of the solar panels in addition to the existing code required for live and
dead loads.Also the wind analysis concluded that the mounting system as shown on the plans
is adequate to resist the calculated uplift pressure. The dead load of the heaviest solar panel
assembly in this evaluation is approximately 2.9 pounds per square foot.
Please contact me if you have any questions or comments about the above.
Sincerely,
Gennaro Anthony Giustra. P.E.
Great Eastern Services, Inc.
PO Box 240 OF NEW yo
24 Harvey Rd ��P�P�� A G�G� 'G
Riverhead, NY 11901
Office: 631.543.9555 2
Mobile: 631.235.0189 �O 43
Email: jerrygiustra@gmail.com 'O�Qp S 1034 4'3
Zoho Sign Document ID: KYXB95pQDD-9L-551 VLCJIPMCJ6J9-P5EDWAT4AKHKEQ
SCOPE OF WORK DESIGN b DRAFTING BY:
ELEMENT ENERGY LLC
TO IN5TALL A 13.2 KW SOLAR PHOTOVOLTAIC(PV)SYSTEM AT THE 5PARAC10 RESIDENCE, REVIEW BY J.M.NABCEP CEP'
LOCATED AT 330 OLD FIELD CT, MATTITUCK, NY 11952. os I 112-1 25
THE POWER GENERATED BY THE PV SYSTEM WILL BE INTERCONNECTED WITH THE UTILITY GRID
THROUGH THE EXISTING ELECTRICAL SERVICE EQUIPMENT. ® REVISIONS
THE PV SYSTEM DOE5 NOT INCLUDE STORAGE BATTERIE5. a `3 DESCRPfION DATE ze
Manauck
SYSTEMRATING �.. ORIGINAL 2_08_202
13.2 kW DC 5TC A
aK PCherry Creek Golf Links
EQUIPMENT SUMMARY
33 QCELL Q.PEAK DUO BILK ML-G!0+ 400 WATT PV MODULES
33 ENPHA5E IQ7PLU5-72-2-U5 MICRO INVERTERS OTnellomeoeaor
O � CONTRACTOR
IRONRIDGE XR100 MOUNTING SYSTEM Cost-Wholesale
SHEET INDEX ! �. -
PROJECT LOCATION ELEMENT ENERGY, LLC
PV-I COVER 7470 SOUND AV'
PV-2 SITE PLAN OF NEW MATTITUCK, NY I I
PV-3 ROOF PV LAYOUT �� l'p - LICENSE # 43880
PV 5 3TLRIN ELECCTRIICAL A
DIAGRAM
CO�P�_a s 'Q� k I LICENSE # 52G89-1,
PV-G LABELS * (r✓� p * N r
GOVERNING CODES w o°
2017 NATIONAL ELECTRICAL CODE. N� m = �C9 { ti `j PROJECT NAME
2020 RESIDENTIAL CODE OF NEW YORK STATE. 103442, !`
A5CE 7-1 G AND NFPA-70. W 270°� 0 90° E
UNDERWRITERS LABORATORIES(UL)5TANDARD5 R�FESS%ONP • /`
05HA 29 CFR 1910.2G9 240° 120° n4, ;. LLJ N
4
GENERAL NOTES 210°180 150° IF
W O a)
1. CONTRACTOR SHALL CHECK AND VERIFY ALL CONDITIONS AT
THE SITE PRIOR TO STARTING TO WORK AND SHALL FAMILIARIZE A
HIMSELF WITH THE INTENT OF THESE PLANS AND MAKE WORK � W z
AGREE THE SAME. AERIAL VIEW
2. CONTRACTOR OR OWNER SHALL OBTAIN ALL REQUIRED O I-L- G
APPROVALS, PERMITS, CERTIFICATES OF OCCUPANCY, 10. CONTRACTOR TO EFFECT AND MAINTAIN INSURANCE, I.E. TOWN COMMENTS AND APPROVAL STAMP o J
INSPECTION APPROVALS, ETC., FOR WORK PERFORMED FROM Q J O
AGENCIES HAVING JURISDICTION THEREOF, IF REQUIRED. CONTRACTOR'S LIABILITY, WORKMAMS COMPENSATION, -
3. ALL WORK SHALL CONFORM TO CONSTRUCTION CODE AND COMPLETED OPERATION, ETC. ADEQUATE FOR THE PURPOSES EL/ O
ALL RULES AND REGULATIONS OF THE RESPONSIBLE OF THIS PROJECT AND FURNISH PROOF OF SAME PRIOR TO
. � O 0
JURISDICTION. COMMENCING WITH WORK � O
4. IF IN THE COURSE OF CONSTRUCTION A CONDITION EXISTS 1 1 . EACH SUBCONTRACTOR SHALL BE RESPONSIBLE FOR (f�
WHICH DISAGREES WITH THAT AS INDICATED ON THESE PLANS, MAINTAINING SAFETY ON THE JOB SITE DURING THE
THE CONTRACTOR SHALL STOP WORK AND NOTIFY THE CONSTRUCTION PHASE TO COMPLY WITH THE REGULATIONS
AND REQUIREMENTS OF THE OCCUPATIONAL SAFETY AND
ENGINEER. SHOULD HE FAIL TO FOLLOW THIS PROCEDURE AND
CONTINUE WITH THE WORK, HE SHALL ASSUME ALL HEALTH ADMINISTRATION.THIS SHALL INCLUDE, BUT ARE NOT I
RESPONSIBILITY AND LIABILITY THEREFROM LIMITED TO: PROVIDING FOR ADEQUATE AND PROPER BRACING, SHEET NAME
5. ALL STRUCTURAL STEEL SHALL BE A-3G AND SHALL BE SAFETY RAILINGS AND SECURE FOOTINGS FOR ALL TEMPORARY
FABRICATED AND INSTALLED AS PER LATEST A.I.S.0 SCAFFOLDING, STAIRS, ETC.. AS WELL AS PERMANENT
SPECIFICATIONS. CONSTRUCTION. COVER
IN 12. FIGURED DIMENSIONS SHALL GOVERN. DO NOT SCALE V I\
G. ALL ELECTRICAL WORK SHALL N BOARD OF FIRE ACCORDANCE WITH N.E.C. It- DRAWINGS, WHERE DIMENSIONS ARE E5TABL15HED BY EXISTING
UNDERWRITERS APPROVED AND CONDITIONS. EACH CONTRACTOR SHALL VERIFY EXISTING
7. CODES REGULATIONS CONDITIONS PRIOR TO ORDERING MATERIALS AND ANY DEVIATION FROM THESE PLANS WITHOUT THE WRITTEN COMMENCING WITH WORK.
CONSENT OF THE ENGINEER WILL NEGATE THE ENGINEER'S COMMENCING
CONTRACTOR TO REMOVE ALL DEBRIS CREATED BY THIS DRAWING SCALE
CERTIFICATION OF THESE PLANS. WORK FROM THE SITE AND DISPOSE OF IN A LEGAL MANNER ON
51 THESE DRAWINGS O ERTY Of THE E OF SERVICE ARE AND A WEEKLY BASIS OR SOONER IF CONDITIONS WARRANT. I `� •T•5
SHALL REMAIN THE PROPERTY OF THE ENGINEER WHETHER THE 14. AT THE COMPLETION OF WORK, THE 51TE TO BE CLEARED
PROJECT FOR WHICH THEY ARE MADE IS EXECUTED OR NOT. OF ALL DEBRIS AND EXCESS MATERIALS.THE FACILITY 15 TO BE
THEY ARE NOT TO BE USED ON ANY OTHER PROJECTS OR LEFT BROOM CLEAN AND WORK IS TO BE COMPLETED TO THE
EXTENSIONS TO THIS PROJECT TOTAL SATISFACTION OF THE OWNER PRIOR TO RELEASE OF SHEET NUMBER
9. CONTRACTOR SHALL PROTECT, PATCH AND REPAIR ALL EXISTING WORK ADJACENT TO HI5 WORK, OR DAMAGED AS FINAL PAYMENT. PV—
RESULT OF HIS WORK. _ - -
TAX MAP: 1 0001 20000300008026
Zoho Sign Document ID: KYXB950DD-9L-551VLCJIPMCJ6J9-P5EDWAT4AKHKEQ
LEGEND CONSTRUCTION NOTES
DESIGN B DRAFTING BY:
EXISo®MAIN SE UTILITY METER 1 .)ALL EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE WITH THE ELEMENT ENERGY CE MAIN SERVICE PANEL REVIEW BY J.M.NABCEPRTIFIE..
NEW PV SUB-PANELS MANUFACTURER'S INSTALLATION INSTRUCTIONS. /.. �/ 051 1 12-129
A/C DISCONNECT 2.)ALL OUTDOOR EQUIPMENT SHALL BE RAINTIGHT WITH MINIMUM NEMA 3R RATING. 2 Oo
COMBER
INVERTERS 3.)ALL LOCATIONS ARE APPROXIMATE AND REQUIRE FIELD VERIFICATION. ,OD , REVISIONS
GNO ELECTRODE RE
-RE
�Oo DESCRIPTION DATE V
PV MODULE
RACKING RAIL ORIGINAL 2-08-202
Oo
O ATTACHMENT POINT 9
---RAFTERS ,SOo,20o O�
*—ROOF PITCH ANGLE v
�SUNRUN METER
®VENT
OPLUMBING VENT
®SKY LIGHT
CONTRACTOR
®CHIMNEY
Cc'MPPOSITE DI�ON� Q
.._'POTENTIAL SHADING Issues r4u ---'**
NEWY-TRIM/REMOVE As NECESSARY qEL7470TSOUND AVEC.* MATTITUCK, NY 1 195
LICENSE #43889-H
LICENSE # 52G89-ME
/ ip ttCIfC
V�O 103443 1z"
ARo�SS%oNP�
PROJECT NAME
W F- N
Ln
Lu 0
Q U —
19'-32" LU O z
O `L
U
ACCESS ROOF O
1 3'- 1 03
SHEET NAME
SITE PLAN
40'-84"
3G"x 30 GROUND ACCESS TYP. DRAWING SCALE
1/6 11 = 1 1-01I
'NOTE
'FIE ROOF SETBACK/PATHWAY SHALL NOT BE SHEET NUMBER
QUIRED WHEN THE OPPOSING OR ADJACENT
DOF SLOPE IS AN ACCESS ROOF IN PV-2
CORDANCE WITH R324.G.I EXCEPTION OF
NYS FIRE CODE TAX MAP: 1000 1 20000300008026
Zoho Sign Document ID:KYXB95QDD-9L-551VLCJIPMCJ6J9-P5EDWAT4AKHKEQ
LEGEND 'NOTE DE51GN E DRAFTING B'
THE ROOF 5ET5ACK/PATHWAY SHALL NOT BE
EJOSTING UTILITY METER ELEMENT ENERGY LLC
MAIN SERVICE PANEL REQUIRED WHEN THE OPPOSING OR ADJACENT REVIEW BY J.M.NABCEP CERTIFIE
NEW PV SUB-PANELS ROOF SLOPE IS AN ACCESS ROOF N �2� O° Osl 112-Iza
A/C DISCONNECT ACCORDANCE WITH R324.G.I EXCEPTION OF O°
COMBINER
INVERTERS 2020 NY5 FIRE CODE �4p, D REVISIONS
GND ELECTRODE - - -
®PV MODULE j j Q DE5CRI PTION DATE REV
,OO O ORIG�rvA� 12-08-202
—RACKING RAIL
9
O ATTACHMENT POINT ��pO ,spo
---RAFTERS
PROOF PITCH ANGLE
BSUNRUN METER
®VENT
0 PLUMBING VENT
®SKY LIGHT
CONTRACTOR
®CHIMNEY ACCESS ROOF
®COMPOSITE SHINGLES
GOOD CONDITION
POTENTIAL SHADING ISSUES
TRIM/REMOVE AS NECESSARY ELEMENT ENERGY, LLC.
7470 SOUND AVE
MATTITUCK. NY 1 195
LICENSE
LICENSE # 5 6899ME
-
3 i
4 -----, --- -- - --.. .
. _ PROJECT NAN'
_ I
. .:.__ --�. -. ._ _ . . . .. _ --
ARRAY#I -
27 MODULES - - I U L1�
32'PITCH ..
CZ
149°OkZl M UTH LLl O
U —
�--- o
♦ i I I i I -. - - -, j ACCESS ROOF LU z
I ! O LL_ &Z
p U
ARRAY#2
6 M(?DULE5
�'-PP I Q
25 ITCH I M Q
149°AZIMUTH /^ (��('�J 5
V l `'/ G
Q 511
-v4'11 511EET NAME
CONSTRUCTION SUMMARY X" OF NEw G"x 36"GROUND ACCESS TYP. ROOF DETAIL
(33)QCELL Q.PEAK DUO BLK ML-G 10+ 400 WATT PV MODULES O A G� 0
(DIMENSIONS: 74"X 41 .1"X 1 .3") CO
(33) ENPHA5E IQ7PLU5-72-2-U5 MICRO INVERTERS
(G2)ATTACHMENT POINTS @ G4"O.C. MAX.
(2G 1.7) LF IRONRIDGE XR 100 MOUNTING SYSTEM. — AYCA DRAWING 5CAL1
ROOF TYPE = ASPHALT SHINGLE(SINGLE LAYER)
CONSTRUCTION NOTES NCO �103443
1.)ALL EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE A�OFEss►ONP�
WITH THE MANUFACTURERS INSTALLATION INSTRUCTIONS.
2.)ALL OUTDOOR EQUIPMENT SHALL BE RAINTIGHT WITH SHEET NUMBE'
MINIMUM NEMA 3R RATING. p� /_
3.)ALL LOCATIONS ARE APPROXIMATE AND REQUIRE I V
FIELD VERIFICATION. TAX MAP: 10001 2000030000802E
Zoho Sign Document ID: KYXB95QDD-9L-551VLCJIPMCJ6J9-P5EDWAT4AKHKEQ
LOAD CALCULATION APPAY#I ARRAY#2 ITEM DESCRIPTION ARRAY#1 — #2 DE51GN t DRAFTING BY:
RB Rid e Bealn/Board _7' X 7" D _ ELEMENT ENERGY LLC
�� R Rafters 2 X 0 � a c REVIEW BY J.M.NABCEP CERTIFIE
MODULE WEIGHT(Lbs) 48.5 48.5 OF
G �( (D) Decking 5/g F',"W�05 05 1 1 1 2-1 29
#OF MODULES 27
�Q' <O A O�G 0 (C) Collar Tie-5 2 X 8 REVISIONS
TOTAL MODULE WEIGHT(Lbs) 1309.5 291,0 �� S� (1) I Celhn J015t
TOTAL LENGTH OF RAIL(Ft) 157.2 74.5 * * (P) Pitch DESCRIPr10N
J° DATE RFv
(H) Horizontal S an of(R) bo, MAX. ORIGINAL 12-oa-2021
RAIL WEIGHT PER FOOT(Lbs) 0.G8 0.68 m - '9 �,L-- >C-
LU
TOTAL RAIL WEIGHT(Lbs) 127.3 50.7
#OF 5TRANDOFF5 4G I G �O A 103443
WEIGHT PER 5TPANDOFF(Lbs) 2 2 R�I`ESSIDNP�
TOTAL 5TANDOFF WEIGHT(Lbs) 92 32 (D)
TOTAL ARPAY WEIGHT(Lb5) 1528.8 373.7
POINT LOAD(Lbs) 33.2 23.4 ',TRACTOR
TOTAL ARRAY AREA(5q Ft) 576.1 128.5
ARRAY DEAD LOAD(Lb5/5cl Ft) 2.G 2.9
ELEMENT ENERGY, LLC.
O 7470 SOUND AVE
WIND DESIGN SUBJECT TO DAMAGE FROM
GROUND SEISMIC WINTER ICE BARRIER AIR MEAN MATTITUCK. NY 1 1952
SNOW DESIGN Frost DESIGN UNDERLAYMENT Special Windborne FLOOD
Speeds Topographic FREEZING ANNUAL ((✓) LICENSE # 43889-H
LOAD* k wind debris CATEGORyI Weatherise line Termite` TEMP° REQUIREDh HAZARDSS IND& TEMPI(mph) effects region' Zane' depth° MOD TO LICENSE # 52G89-ME
HEAVY20 140 NO NO NO B SEVERE 3 FT 15°F YES FEMA 599 51°F
MANUAL J DESIGN CRITERIA*
Winter Summer Attitude Indoor Design Heating
Elevation Latitude design temperature (11) - - PROJECT NAM,`
heating cooling correction factor design cooling
temperature difference
108 FT 41°N 15'F 86'F 1.00 700 F 75°F 55'F W
Cooling Wind Wind Coincident Daily Winter Summer /W N
temperature difference velocity velocity wet bulb range humidity humidity U
heating cooling z
110 F 15 MPH 1 7.5 MPH 72-F MEDIUM(M) 40% 32 GR @50%RH W O
ROOF FRAMING DETAIL U
For SI:1 pound per square foot=0.0479 kPa,1 mile per hour=0.447 m/s.
a. Where weathering requires a higher strength concrete or grade of masonry than necessary to satisfy the structural requirements of this code,the frost line depth strength U-i —J 7-
required for weathering shall govern.The weathering column shall be filled in with the weathering index,"negligible,""moderate"or"severe"for concrete as determined CL/ lLJ
from Figure R3012(4).The grade of masonry units shall be determined from ASTM C34,C55,C62,C73,C90,C129,C145,C216 or C652 O LL
b. Where the frost line depth requires deeper footings than indicated in Figure R403.1(1),the frost line depth strength required for weathering shall govern.The jurisdiction f
shall fill in the frost line depth column with the minimum depth of footing below finish grade. MODULE MOUNTING CLAMP
C. The jurisdiction shall fill in this part of the table to indicate the need for protection depending on whether there has been a history of local subterranean termite damage. `J __J
d. The jurisdiction shall fill in this part of the table with the wind speed from the basic wind speed map[Figure R301.2(5)A].Wind exposure category shall be determined 50LAP MODULE O
on a site-specific basis in accordance with Section R301.2.1.4.
e. The outdoor design dry-bulb temperature shall be selected from the columns of 971/2-percent values for winter from Appendix D of the Plumbing Code of New York 5TAINLE55 STEEL 3/8' Q O
State.Deviations from the Appendix D temperatures shall be permitted to reflect local climates or local weather experience as determined by the building official.[Also BOLT Ar1D NUT m Q
see Figure R301.2(1).] r�
f. The jurisdiction shall fill in this part of the table with the seismic design category determined from Section R301.2.2.1. ( 1
g. To establish flood hazard areas,each community regulated under Title 19,Part 1203 of the Official Compilation of Codes,Rules and Regulations of the State of New
York(NYCRR)shall adopt a flood hazard map and supporting data.The flood hazard map shall include,at a minimum,special flood hazard areas as identified by the NPIDGE ALUMINUM PAIL
Federal Emergency Management Agency in the Flood Insurance Study for the community,as amended or revised with:
i.The accompanying Flood Insurance Rate Map(FIRM), ALUMINUM'L"BRACKET
ii.Flood Boundary and Floodway Map(FBFM),and
iii.Related supporting data along with any revisions thereto. ALUMINUM PLA5HING SHEET NAME
The adopted flood hazard map and supporting data are hereby adopted by reference and declared to be part of this section.
h. In accordance with Sections R905.1.2,R905A 3.1,R905.5.3.1,R905.6.3.1,R905.7.3.1 and R905.8.3.1,where there has been a history of local damage from the
effects of ice damming,the jurisdiction shall fill in this part of the table with"YES."Otherwise,the jurisdiction shall fill in this part of the table with"NO." D I I�TI I 0 A
i. The jurisdiction shall fill in this part of the table with the 100-year return period air freezing index(BF-days)from Figure R403.3(2)or from the 100-year(99 percent) �TKU I U I\^
value on the National Climatic Data Center data table"Air Freezing Index-USA Method(Base 320F)." A5PHALT 5HINGLE ROOF
j. The jurisdiction shall fill in this part of the table with the mean annual temperature from the National Climatic Data Center data table"Air Freezing Index-USA Method 5/1 G"x G"5TAINLE55
(Base 32'F)." STEEL LAG BOLT WITH
k. In accordance with Section R301.2.1 5,where there is local historical data documenting structural damage to buildings due to topographic wind speed-up effects,the 2 112'MIN THREAD
jurisdiction shall fill in this part of the table with"YES."Otherwise,the jurisdiction shall indicate"NO"in this part of the table. PENETRATION SEALED DRAWING SCALE
1. In accordance with Figure R301.2(5)A,where there is local historical data documenting unusual wind conditions,the jurisdiction shall fill in this part of the table with WITH GEOCEL 4500
"YES"and identify any specific requirements.Otherwise,the jurisdiction shall indicate"NO"in this part of the table. (EQUIVALENT OR BETTER) AS NOTED
M. In accordance with Section R301.2.1.2 the jurisdiction shall indicate the wind-borne debris wind zone(s).Otherwise,the jurisdiction shall indicate"NO"in this part of the
table.
n. The jurisdiction shall fill in these sections of the table to establish the design criteria using Table 1a or 1b from ACCA Manual J or established criteria determined by the
jurisdiction.
o. The ground snow loads to be used in determining the design snow loads for roofs are given in Figure R301.2(6)for sites at elevations up to 1,000 feet.Sites at
elevations above 1,000 feet shall have their ground snow load increased from the mapped value by 2 psf for every 100 feet above 1,000 feet. SHEET NUMBER
(') See Figure R301.2(4)B.
PV-4
TAX MAP: 1000 12000030000802E MOUNTING DETAIL 1
Zoho Sign Document ID:KYXB95QDD-9L-551VLCJIPMCJ6J9-P5EDWAT4AKHKEQ
SOLAR ARRAY ON MAIN HOUSE 13.2 kW DESIGN a DRAFTING BY:
(33)QCELL Q.PEAK DUO ML-G 1 O+ 400 WATT PV MODULES ELEMENT ENERGY LLC
(2)STRINGS OF(1 2)MICRO-INVERTERS t(1)STRING OF(9)MICRO-INVERTERS REVIEW BY J.M.NABCEP CERTIFIE_
'(3)STRINGS TOTAL 05 1 1 1 2-1 29
TO UTILITY GRID
REVISIONS _
-STRING #1 -2 _ _ _ _ _ _ _ _ _ 0F NEW 1 N DESCRIPTION DATE -REV
------------ - - - - - _ _ - - - - - -
� P'<<G 0 0 w oRIGAL I z-oa-zoz 1
r-
I .` PFL CijG BI-DIRECTIONAL
UTY METER
PIHA5E 240 V
---- �----� �----- �----� '----� �----- -----� �----� ------ �----� �----� � ten.
POINT OF INTERCONNECTION
PER NEC 240.21(13)(1)t G90 G4(A)
IFNGTH OF TAP CONDUCTORS
I Z�7' � -i4" V SHALL NOT FJ(CEED I O FT
STRING #3 _ _ �O 103443 t�,�
i- -- -- -- - - A�OFESSIONP' N
I I
I CONTRACTOR
�- -__-_-- - MAI 75C0NmE:7
i --_--- -_ ------ ---- ------ - ---- ---- 240 v.200 A
I I I
I
I I ENPHASE BRANCH MICRO-INVERTER
CIRCUIT CABLE TYPICAL ENPHA5E 107PLUS-72-2-US ELEMENT ENERGY, LLC.
240 VAC. 1.21 A
97.5%CEC-WEIGHTED EF F. 1 1 7470 SOUND AVE
NEMA G.UL LISTED AC DISCONNECT MATTITUCK, NY 1 1952
TYPICAL
so D D223NRB LICENSE # 43889-H
1 3R 8O A
NEV
1 NEMA3R.DL L157eD LICENSE # 52689-ME
V L LI N L .I
;2)50 A=J 5 1 t
I
I on
I t t 1 i
I
1
1 MAIN SERVICE PANEL PROJECT NAME
1 N N
- - VAC C
1 6 ----- 6 -----------------------------------------------------�
I AC COMBINER BOX 1 N LU [--- N
zoo vnc son I L;,L/I NEMA 3R.ILL LISTED 1 - ( 1
G N t (3)20 A DOUBLE POLE i 1 G -, mm�
W
V J
1 I EXISTING GROUNDING W O -
ELECTRODE 5Y5TEM 21
L--------------------- --- ---------------- [LL_ Y
WIRE CONDUIT SCMEDULE 0 C:) U
CIRCUIT CIRCUIT CIRCUIT CONDUCTOR CONDUCTORS MAX.CONDUCTOR CONDUIT FILL CONDUCTOR GROUND GROUND GROUND TYPE CONDUIT CONDUIT AMBIENT TEMP ESTIMATED Voltage Drop(% J
I.D.# ORIGIN DESTINATION 51ZE PER POLE QUANTITY DEBATE INSULATION 51ZE QUANTITY INSULATION (CUI TYPE SIZE TEMP DEBATE DISTANCE �-
310.15(5)(3) 310.15(5)(2ay(3c) O
INVERTERS COMBINER PANEL AWG#10 1 G 0.8 U5E-2/PV Wire AWG#8 1 BARE CU FREE AIR I.. 559C 0.84 1 10 FT 0.8% Q
OR EMT
COMBINER PANEL AC DISCONNECT AWG#8 1 3 1 THWN-2 AWG#8 I THWN-2 CU PVC 45QC 0.95 25 FT O.G%
AC DISCONNECT MAIN PANEL AWG#G 1 3 1 THWN-2 AWG#8 1 THWN-2 CU PVC 45QC 0.95 O FT O.G%
ELECTRICAL NOTES SHEET NAME
CALCULATIONS FOR CURRENT CARRYING CONDUCTORS
1.)ALL EQUIPMENT TO BE LISTED BY UL OR OTHER NRTL. AND LABELED FOR ITS APPLICATION. # PV Source Circuit Wire Am acit Calculation CONFIGURATION
2.)ALL CONDUCTORS SHALL BE COPPER. RATED FOR GOO V AND 90QC WET ENVIRONMENT. [NEC G90.8(B)(I)]: (Isc)'(#of5tnn 5)'(I.5G)= 15.1 5 A 3-LINE D I A.
3.)WIRING,CONDUIT.AND RACEWAYS MOUNTED ON ROOFTOPS SHALL BE ROUTED DIRECTLY g Modules per String 12 MAX.
TO, AND LOCATED AS CL05E AS P0551BLE TO THE NEAREST RIDGE,HIP,OR VALLEY. AWG#I O, a 8.1 5y'Temp Derate = 2G.88 A
2G.88 A> 18.15 A, therefore DC were s¢e is valid. Modules per Inverter I
4.)WORKING CLEARANCES AROUND ALL NEW AND EX15TING ELECTRICAL EQUIPMENT SHALL Number of Inverters 33
COMPLY WITH NEC 110.2G. #2 Inverter Output Wire Ampacity Calculation
5.)DRAWINGS INDICATE THE GENERAL ARRANGEMENT OF SYSTEMS. CONTRACTOR SHALL Inverter Max Amperage output' (1.25) = 49.91 A Record low temp -I OQC
FURNISH ALL NECESSARY OUTLETS,SUPPORTS,FITTINGS AND ACE55ORIE5 TO FULFILL AWG#8,ampacity'(Temp De rate)*(CondLit Fill Derate) = 52.25 A Voc Temp Coefficient -0.24%/QC DRAWING SCALE
APPLICABLE CODES AND STANDARDS. 52.25 A>49.9 1 A,therefore AC wire size is valid. DC SYSTEM SPECIFICATIONS CALCULATIONS
G.)WHERE SIZES OF JUNCTION BOXES, RACEWAYS,AND CONDUITS ARE NOT SPECIFIED, #3 Combined L=Inverter Output Wire Ampacity Calculation O eratin Current 10.8 A =(#of 5tnn s)'(Im ) N .T. .
THE CONTRACTOR SHALL SIZE THEM ACCORDINGLY. Inverter Max Amperage output' (I.25) = 49.91 A Operating Volta e 37. V =(#modules in series)'(Vm )
7.)ALL WIRE TERMINATIONS SHALL BE APPROPRIATELY LABELED AND READILY VISIBLE. AWG Inverter
am apt '(Tem Dut* (1'(25) =t 9. Derate) =G3.0 A
8.)MODULE GROUNDING CLIPS TO BE INSTALLED BETWEEN MODULE FRAME AND MODULE p y p Max.System Voltaejc 49.G V = (#modules 1n senes)'[(((-#.##Q/oVPC'.O 1)'(Lo Temp##QC-25))'(Voc))+(Voc)]
SUPPORT RAIL, PER THE GROUNDING CLIP MANUFACTURER'S INSTRUCTION. G3.0 A> 49.91 A,therefore AC wire size 1e valid. Short Circuit Current 3.9 A =(#of stnn s)'(Isc)'(I.25)per Art.G90.8(A)(1)
9.)MODULE SUPPORT RAIL TO BE BONDED TO CONTINUOUS COPPER G.E.C.VIA WEEB LUG AC SYSTEM SPECIFICATIONS v tK
OR IL5CO GBL-4DBT LAY-IN LUG. Max AC Output Current 49d1A10.)THE POLARITY OF THE GROUNDED CONDUCTORS I5(positiveMecgative) PV-5J
OR O eratin AC Volta e 2
10.)THE DC SIDE OF THE PV SYSTEM 15 UNGROUNDED AND SHALL COMPLY WITH NEC G90.35. TAX MAP: 1000 12000030000802E
Zoho Sign Document ID:KYXB95QDD-9L-551VLCJIPMCJ6J9-P5EDWAT4AKHKEQ
SERVICE METER O O
DESIGN 4 DRAFTING BY:
INSTALLATION NOTE ELEMENT ENERGY LLC
' REVIEW BY J.M.NABCEP CERTIFIF
SOLAR PV SYSTEM PHOTOVOLTAIC PHOTOVOLTJIC SYSTEM I ) ALL LABEL SHALL BE INSTALLED IN 051 1 I2-129
EQUIPPED WITH ! SOLAR BREAKER ACCORDANCE WITH THE 2017 NEC
RAPID SHUTDOWN ® • ' REQUIREMENTS. RevsioDA
�P DESCRIPTION DATE 'REV
(2) ALL LOCATIONS ARE APPROXIMATE AND 12��-20rl
MAX SYSTEM VOLlAGE VDC
SOLAR AC LOAD CENTER - OUTSIDE DO NOT FaMTEM SHOR REQUIRE FIELD VERIFICATION.
OVERMWINTDIEWE ` (3) LABELS, WARNING(5) AND MARKING
O3 TIMRWSHUrWASWITCHTO O SHALL BE IN ACCORDANCE WITH NEC
TW'OF•POSffM TO SHUT WM I 10.21 (B).
PV SYSTEM AND REDUCE CAUTION
` SHXM MZAM14 THE AWAY AC DISCONNECT POWERTOn"SE�tS ALSO
�PLED (4) THE MATERIAL USED FOR MARKING
FROM THE FOLLOWING SOURCES WRH
DISCONNECTS LOCATED AS SHOWN
0 - MUST BE WEATHER RESISTANT, IN
SOLAR AC LOAD CENTER - INSIDE 2 ® °^�'� TES CONTRACTOR
W BREAIER —_-:
COMPLIANCE WITH NEC 1 1 0.2 1 (B)(3).
ARNING® w�A.- (5) THE PV SYSTEM CIRCUIT CONDUCTORS O7 ® 1 1 � ! N "` 5HALL BE LABELED I N5TALLED IN ELEMENT ENERGY. LLC.
TF#S EOUIPAIENT FED BY MULTIPLE DUALL POWER SUPPLY 7470 SOUND AVE
TOIAL RATING OFALL � COMPLIANCE WITH NEC G90.3 1 .
pypEV ,pta SOURCES:UTILITY GRID MATTITUCK, NY 1 1952
MAIN SUPPLY OVERCURRENT AND PVSOLAR LICENSE # 43889-M
�S ON111 ELECTRIC SYSTEM
CONDUIT - INSIDE BUILDING �/� LICENSE # 52689-ME
\2 AF:NING
- - A,
IIIIIIIIIIINOARNIIIIIIGA �� THIS SERVr�E METER
ELECTRIC SHOCK HAZARD PHOTOVOLTAIC SYSTEM IS ALSO SERVED BY A 'K [ T tiAMF
11 COMBINER PANEL PHOTOVOLTAIC SYSTEM
TERMINALS ON THE LINE AND
LOAD SIDES MAY BE ENERGIZED DO NOT ADD LOADS LLJ N
CONDUIT - OUTSIDE BUILDING IN THE Ln
4
O o ° -
DUAL POWER SlN'PLY LL.,I J z
ISOURCES:UTILITY GRID AND Lu
PV SOLAR ELECTRIC SYSTEM '
LL-
MAIN SERVICE PANEL - OUTSIDE A CAUTION SOLAR CIRCUIT O Q Q)
O - � 0
2 O O SOLAR ELECTRIC SYSTEM CONNECTED Om Q
MAIN SERVICE PANEL - INSIDE
POWER SOURCE
OUTPUT CONNECTION
® O DO NOT RELOCATE THIS 5"EET NAME
OVERCURRENT DEVICE OF NEW Y
P O A G O
Pn �pp LABELS
AC DISCONNECT/BREAKER
m �+ z
n I
O O O 0 ® ��A '03443 ��� I V . I T
.5 .
�oFESS1oNP
SHEET NJMBf=
PV-6
TAX MAP: 1 0001 20000300008026
Data Sheet
Enphase Microinverters
Region:AMERICAS
Enphase The high-powered smart grid-ready
Enphase IQ 7 Micro'" and Enphase IQ 7+ Micro"
Q 7 and IQ 7+ dramatically simplify the installation process while
achieving the highest system efficiency.
Microinverters Part of the Enphase IQ System, the IQ 7 and
IQ 7+ Microinverters integrate with the Enphase
IQ Envoy'", Enphase IQ Battery'", and the Enphase
Enlighten'"' monitoring and analysis software.
IQ Series Microinverters extend the reliability
standards set forth by previous generations and
undergo over a million hours of power-on testing,
enabling Enphase to provide an industry-leading
warranty of up to 25 years.
Easy to Install
• Lightweight and simple
• Faster installation with improved,lighter two-wire cabling
• Built-in rapid shutdown compliant(NEC 2014&2017)
Productive and Reliable
• Optimized for high powered 60-cell and 72-cell*modules
• More than a million hours of testing
• Class II double-insulated enclosure
• UL listed
Smart Grid Ready
Complies with advanced rid support,I�vN p g voltage and
� s
frequency ride-through requirements
• Remotely updates to respond to changing
grid requirements
• Configurable for varying grid profiles
• Meets CA Rule 21 (UL 1741-SA)
U *The IQ 7+Micro is required to support 72-cell modules.
L
To learn more about Enphase offerings,visit enphase.com � EN PHAS E,
Enphase IQ 7 and IQ 7+ Microinverters
INPUT DATA(DC) IQ7-60-2-US/IQ7-60-B-US IQ7PLUS-72-2-US/I07PLUS-72-B-US
Commonly used module pairings' 235 W-350 W+ 235 W-440 W+
Module compatibility 60-cell PV modules only 60-cell and 72-cell PV modules
Maximum input DC voltage 48 V 60 V
Peak power tracking voltage 27 V-37 V 27 V-45 V
Operating range 16 V-48 V 16 V-60 V
Min/Max start voltage 22 V/48 V 22 V/60 V
Max DC short circuit current(module Isc) 15 A 15 A
Overvoltage class DC port II II
DC port backfeed current 0 A 0 A
PV array configuration 1 x 1 ungrounded array;No additional DC side protection required;
AC side protection requires max 20A per branch circuit
OUTPUT DATA(AC) IQ 7 Microinverter IQ 7+Microinverter
Peak output power 250 VA 295 VA
Maximum continuous output power 240 VA 290 VA
Nominal(L-L)voltage/range2 240 V/ 208 V/ 240 V/ 208 V/
211-264 V 183-229 V 211-264 V 183-229 V
Maximum continuous output current 1.0 A(240 V) 1.15 A(208 V) 1.21 A(240 V) 1.39 A(208 V)
Nominal frequency 60 Hz 60 Hz
Extended frequency range 47-68 Hz 47-68 Hz
AC short circuit fault current over 3 cycles 5.8 Arms 5.8 Arms
Maximum units per 20 A(L-L)branch circuit' 16(240 VAC) 13(208 VAC) 13(240 VAC) 11 (208 VAC)
Overvoltage class AC port III III
AC port backfeed current 0 A 0 A
Power factor setting 1.0 1.0
Power factor(adjustable) 0.7 leading...0.7 lagging 0.7 leading...0.7 lagging
EFFICIENCY @240 V @208 V @240 V @208 V
Peak CEC efficiency 97.6% 97.6% 97.5% 97.3%
CEC weighted efficiency 9 7.0°i 97.0 i 97.0 i 97.0 io
MECHANICAL DATA
Ambient temperature range -400C to+65°C
Relative humidity range 4%to 100%(condensing)
Connector type(IQ7-60-2-US&IQ7PLUS-72-2-US) MC4(or Amphenol H4 UTX with additional Q-DCC-5 adapter)
Connector type(IQ7-60-B-US&IQ7PLUS-72-B-US) Friends PV2(MC4 intermateable).
Adaptors for modules with MC4 or UTX connectors:
PV2 to MC4:order ECA-S20-S22
PV2 to UTX:order ECA-S20-S25
Dimensions(WxHxD) 212 mm x 175 mm x 30.2 mm(without bracket)
Weight 1.08 kg(2.38 Ibs)
Cooling Natural convection-No fans
Approved for wet locations Yes
Pollution degree PD3
Enclosure Class II double-insulated,corrosion resistant polymeric enclosure
Environmental category/UV exposure rating NEMA Type 6/outdoor
FEATURES
Communication Power Line Communication(PLC)
Monitoring Enlighten Manager and MyEnlighten monitoring options.
Both options require installation of an Enphase IQ Envoy.
Disconnecting means The AC and DC connectors have been evaluated and approved by UL for use as the load-break
disconnect required by NEC 690.
Compliance CA Rule 21 (UL 1741-SA)
UL 62109-1,UL1741/IEEE1547,FCC Part 15 Class B, ICES-0003 Class B,
CAN/CSA-C22.2 NO. 107.1-01
This product is UL Listed as PV Rapid Shut Down Equipment and conforms with NEC-2014 and
NEC-2017 section 690.12 and C22.1-2015 Rule 64-218 Rapid Shutdown of PV Systems,for AC
and DC conductors,when installed according manufacturer's instructions.
1.No enforced DC/AC ratio.See the compatibility calculator at httos://enphase.com/en-us/support/module-compatibility.
2.Nominal voltage range can be extended beyond nominal if required by the utility.
3.Limits may vary.Refer to local requirements to define the number of microinverters per branch in your area.
To learn more about Enphase offerings,visit enphase.com EN PHAS E.
2018 Enphase Energy.Ail rights reserved.Ail trademarks or brands used are the property of Enphase Energy,Inc.
2018-05-24
■ifiii�iii�i
ZIA IRONRIDGE Flush Mount System
Built for solar's toughest roofs.
IronRidge builds the strongest mounting system for pitched roofs in solar. Every component has been tested to
the limit and proven in extreme environments.
Our rigorous approach has led to unique structural features, such as curved rails and reinforced flashings, and
is also why our products are fully certified, code compliant and backed by a 20-year warranty.
Strength Tested PE Certified
All components evaluated for superior Pre-stamped engineering letters
structural performance. available in most states.
Class A Fire Rating Design Assistant
Certified to maintain the fire resistance ® Online software makes it simple to
rating of the existing roof. create, share, and price projects.
UL 2703 Listed System 20-Year Warranty
® Entire system and components meet Twice the protection offered by
newest effective UL 2703 standard. competitors.
XR Rails O -- --
XR10 Rail XR100 Rail XR1000 Rail Bonded Splices
A low-profile mounting rail The ultimate residential A heavyweight mounting All rails use internal splices
for regions with light snow. solar mounting rail. rail for commercial projects. for seamless connections.
• 6'spanning capability 8'spanning capability • 12'spanning capability Self-drilling screws
• Moderate load capability Heavy load capability • Extreme load capability Varying versions for rails
• Clear and black finish Clear and black finish • Clear anodized finish Forms secure bonding
Clamps & Grounding $ --
UFOs Stopper Sleeves Grounding Lugs Microinverter Kits
)L
Universal Fastening Objects Snap onto the UFO to turn Connect arrays to Mount Mls or POs to XR
bond modules to rails. into a bonded end clamp. equipment ground. Rails.
• Fully assembled & lubed • Bonds modules to rails • Low profile • Bonds devices to rails
• Single, universal size • Sized to match modules • Single tool installation • Kit comes assembled
• Clear and black finish • Clear and black finish • Mounts in any direction • Listed to UL 2703
Attachments O
FlashFoot2 Conduit Mount Slotted L-Feet Bonding Hardware
Ait
Flash and mount XR Rails Flash and mount conduit, Drop-in design for rapid rail Bond and attach XR Rails
with superior waterproofing. strut, or junction boxes. attachment. to roof attachments.
• Twist-on Cap eases install Twist-on Cap eases install Secure rail connections • T&Square Bolt options
• Wind-driven rain tested Wind-driven rain tested Slot for vertical adjusting • Nut uses 7/16"socket
• Mill and black finish Secures 3/a"or 1"conduit Clear and black finish • Assembled and lubricated
Resources -
- _ Design Assistant „ NABCEP Certified Training
Go from rough layout to fully Earn free continuing education credits,
engineered system. For free. NAB while learning more about our systems.
Go to IronRidge.com/design Go to IronRidge.com/training
powered by
- quo
!� AL •
a Ca
TOP BRAND PV
more '
Warranty 2�21 O CELLS
Pm &cafwmax:e Yield Security
a_ BREAKING THE 20"A EFFICIENCY BARRIER
nn/11 IIIIn1111�11� Q.ANTUM DUO Z Technology with zero gap cell layout
boosts module efficiency up to 20.9%.
THE MOST THOROUGH TESTING PROGRAMME IN THE INDUSTRY
_ Q CELLS is the first solar module manufacturer to pass the most comprehen-
sive quality programme in the industry:The new"Quality Controlled PV"of
the independent certification institute TOV Rheinland.
INNOVATIVE ALL-WEATHER TECHNOLOGY
Optimal yields,whatever the weather with excellent
�J low-light and temperature behavior.
_ ENDURING HIGH PERFORMANCE
Long-term yield security with Anti LID Technology,
g- y y Anti PID
Technology',Hot-Spot Protect and Traceable Quality Tra.QM.
EXTREME WEATHER RATING
High-tech aluminum alloy frame,certified for
high snow(5400 Pa)and wind loads(4000 Pa).
A RELIABLE INVESTMENT
Inclusive 25-year product warranty and 25-year
1 linear performance warranty2.
APT test conditions according to IEC/TS 62804-1:2015,method A(-1500V,96h)
See data sheet on rear for further information.
THE IDEAL SOLUTION FOR:
Rooftop arrays
residential buildings
Engineered in Germany OCELLS
MECHANICAL SPECIFICATION
Format 74.Oin x 41.1in x 1.26in(including frame)
(1879mm x 1045mm x 32mm)
ux no«,nn) ter Wrb.an.nl
Weight 48.5lbs(22.0kg)
Front Cover 0.13in(3.2mm)thermally pre-stressed glass with
anti-reflection technology
Back Cover Composite film
Frame Black anodized aluminum
Cell 6 x 22 monocrystelline Q.ANTUM solar half cells C3
Junction Box 2.09-3.98in x 1.26-2.36in x 0.59-0.71in
(53-101mm x 32-60mm x 15-18mm),IP67,with bypass diodes
Cable 4mm2 Solar cable;(+)2!49.2in(1250mm),(-)a49.2 in(1250mm)
-
Connector StBubli MC4;IP68 +•aerena (DErALN
I (� MTK�0."(14-)
r 1--{
0.ea`(3lamm)I-(�I08.7'(e5mm)
ELECTRICAL CHARACTERISTICS
POWER CLASS 385 390 395 400 408
MINIMUM PERFORMANCE AT STANDARD TEST CONDITIONS,STC1(POWER TOLERANCE+5W/-OW)
Power atMPP1 PMW [W] 385 390 395 400 405
E Short Circuit Current' Isc [A] 11.04 11.07 11.10 11.14 11.17
Open Circuit Voltage! Voc IV] 45.19 45.23 45.27 45.30 45.34
E
5 Current at MPP IMw [A] 10.59 10.65 10.71 10.77 10.83
Voltage at MPP VMPP IV] 36.36 36.62 36.88 37.13 37.39
Efficiency' r) [%] 2!19.6 219.9 >_20.1 >_20.4 t20.6
MINIMUM PERFORMANCE AT NORMAL OPERATING CONDITIONS,NMOT'
Power at MPP PMPP [W] 288.8 292.6 296.3 300.1 303.8
E Short Circuit Current Isc [A] 8.90 8.92 8.95 8.97 9.00
E Open Circuit Voltage Voc IV] 42.62 42.65 42.69 42.72 42.76
S
f Current at MPP IMw [A] 8.35 8.41 8.46 8.51 8.57
Voltage at MPP VMw IV] 34.59 34.81 35.03 35.25 35.46
'Measurement tolerances PMw t3%;I.;Voc t5%at STC:1000 W/m',25t2°C,AM 1.5 according to IEC 60904 •2800 W/mz,NMOT,spectrum AM 1.5
01 CELLS PERFORMANCE WARRANTY PERFORMANCE AT LOW IRRADIANCE
>x 1ee oceus At least 98%of nominal power during
M Itliy dCNlvY,�w,.M!
9 first year.Thereafter max.0.5%
Pr ------------- degradation per year.At least93.5%
of nominal power up to 10 years.At -
y J W
$ lees[86%of nominal power up to
I I '
4
~ 25 years. _____r_____I_____-_____Ji Z
O : Q
All data within measurement toleranc-
es.Full warranties in accordance with a0 g I 1 a
the warranty terms of the a CELLS oo +ao eoo am t 9 N
o « sales organisation of your respective RRAgANCE(W/m-j o
U e e w a m a country.
'EARS Typical module performance under low irradiance conditions in o
comparison to STC conditions(25°C,1000 W/m') N
m
TEMPERATURE COEFFICIENTS o
Temperature Coefficient of Isc a [%/K] +0.04 Temperature Coefficient of Vo, S [%/K] -0.27
Temperature Coefficient of PMcv y [%/K] -0.34 Nominal Module Operating Temperature NMOT ['F] 109t5.4(43t3'C)
m
0
PROPERTIES FOR SYSTEM DESIGN
w
Maximum System Voltage Vs.,s IV) 1000(IEC)/1000(UL) PV module classification Class II a
Maximum Series Fuse Rating [A DC] 20 Fire Rating based on ANSI/UL 61730 TYPE 2
Max.Design Load,Push/Pull3 [Ibs/ft9 75(360OPa)/55(266OPa) Permitted Module Temperature -40"Fupto+185°F p
Max.Test Load,Push/PU113 [lbs/ft9 113(540OPa)/84(4000Pa) on Continuous Duty (-40'Cupto+85°C) o¢$
3See Installation Manual L
U
QUALIFICATIONS AND CERTIFICATES PACKAGING INFORMATION
UL 81730,CE-COrnpliarrt, 0-,
Quality Controlled PV-TUV Rheinland, w ,N�/J 0-01
IEC 61215.2016,IEC 61730.2016, / ♦ L
U.S.Patent No.9,893,215(solar cells), SA® [ E Nvan.m.�e Horizontal 76.4in 43.3in 48.Oin 1656lbs 24 24 32 ..
QCPV Certification ongoing. C US ♦ gckaging 1940mm 1100 mm 1220mm 751kg pallets pallets modules
c-1- - -
o iiiinozn
m
Notr.Installation instructions must be followed.See the installation and operating manual or contact our technical service department for further information on approved Installation and use of
this product.
Hanwha O CELLS America Inc.
400 Spectrum Center Drive,Suite 1400,Irvine,CA 92618,USA I TEL+1 949 748 59 961 EMAIL inquiry@us.q-cells.com I WEB www.q-oells.us