HomeMy WebLinkAbout46157-Z oo�OS�F DF 1 py Town of Southold 7/19/2021
4 P.O.Box 1179
W F 53095 Main Rd
yY.00� Southold,New York 11971
YY
CERTIFICATE OF OCCUPANCY
No: 42180 Date: 7/19/2021
THIS CERTIFIES that the building SOLAR PANEL
Location of Property: 4300 Stillwater Ave., Cutchogue
SCTM#: 473889 Sec/Block/Lot: 137.-2-21
Subdivision: Filed Map No. Lot No.
conforms substantially to the Application for Building Permit heretofore filed in this office dated
4/8/2021 pursuant to which Building Permit No. 46157 dated 4/28/2021
was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for
which this certificate is issued is:
roof mounted solar panels on existing single family residence as applied for.
The certificate is issued to Annabel,Robert&Prince,Joann
of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL
ELECTRICAL CERTIFICATE NO. 46157 6/7/2021
PLUMBERS CERTIFICATION DATED
ut riz d ignature
felt( TOWN OF SOUTHOLD
�o ay 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#: 46157 Date: 4/28/2021
Permission is hereby granted to:
Annabel, Robert
4300 Stillwater Ave
Cutchogue, NY 11935
To: Install roof mounted solar panels on existing single family residence as applied for.
At premises located at:
4300 Stillwater Ave., Cutchogue
SCTM #473889
Sec/Block/Lot# 137.-2-21
Pursuant to application dated 4/8/2021 and approved by the Building Inspector.
To expire on 10/28/2022.
Fees:
SOLAR PANELS $50.00
CO-ALTERATION TO DWELLING $50.00
ELECTRIC $100.00
Total: $200.00
Building Inspector
pE S0�/r�,®l
Town Hall Annex ® Telephone(631)765-1802
54375 Main Road Fax(631)765-9502
P.O.Box 1179 ® �Q sean.deviin(a)-town.southold.nv.us
Southold,NY 11971-0959
C®UNrI,�
BUILDING DEPARTMENT
TOWN OF SOUTHOLD
CERTIFICATE OF ELECTRICAL COMPLIANCE
SITE LOCATION
Issued To: Robert Annabel
Address. 4300 Stillwater Ave city:Cutchogue st: NY zip: 11935
Budding Permit#. 46157 section: 137 Block. 2 Lot: 21
WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE
Contractor: DBA: Element Energy LLC License No: 52689ME
SITE DETAILS
Office Use Only
Residential X Indoor X Basement Service
Commerical Outdoor X 1st Floor Pool
New X Renovation 2nd Floor Hot Tub
Addition Survey X Attic Garage X
INVENTORY
Service 1 ph X 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 CO2 Detectors
Sub Panel A/C Blower Range Recpt Ceding Fan Combo Smoke/CO
Transformer UC Lights Dryer Recpt Emergency Fixtures Time Clocks
Disconnect 37.8A Switches 4'LED Exit Fixtures Pump
Other Equipment- 9.5kW Roof Mounted PV Solar Energy System w/ (25) QcellQpeak Duo ML-G9
380W Modules, IQ3 Combiner w/220x2 210x1, AC Disconnect 37.8A
Notes, Solar
Inspector Signature: C71J Date: June 7, 2021
S.Devlin-Cert Electrical Compliance Form.xls
oFso�lyo q6 1 4
TOWN OF SOUTHOLD BUILDING DEPT.
`yrouNn '' 765-1802
INSPECTION
FOUNDATION 1 ST [ ] 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
REMARKS:
91
DATE INSPECTOR �_�s�
SOGlyol
h� O
* # TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION
[ ] FOUNDATION 1ST [ ] ROUGH PL13G.
[ ] FOUNDATION 2ND [ INSULATION/CAULKING
[ ] FRAMING /STRAPPING [ ] FINAL %�/�I/ .
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ V1 CODE VIOLATION [ ] PRE C/O
REMARKS W11411A
(NI II v�
" VtA 014 .
ca y"
L
DATE D INSPECTOR11 ()
LS
Town of Southold JUN 2 2 2021 DD May 20th, 2021
Building Department
Town Hall Annex Building
54375 Route 25 �����G DEPT.
TQ
P.O. Box 1179 `���Cr'���;'t"��0I
,D
Southold, NY 11971
Subject: Roof Mounted Solar Panels at the Annabel Residence, 4300 Stillwater Ave.
Cutchogue, NY 11935
To Town of Southold-
I have reviewed the solar energy system installation in the subject topic on May 20th, 2021. 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.
ince ly,
OF NFA
James ee ko i, PE * r R�
� r ,T O
260 Deer rive m < 7
Mattituck, NY 119
631-774-7355 A VI
FIELD INSPECTION REPORT DATE COMMENTS
FOUNDATION(IST) y
J �
--------------------------------------
Lk
----------------------------------= L c
FOUNDATION(2ND) r-
Il
00
H
ROUGH FRAMING&
PLUMBING
H
r
INSULATION PER N.Y. y
STATE ENERGY CODE
1v�I OVW►lL3C4v
FINAL
Y
r rt 1�
ADDITIONAL COMMENTS
C-�1 - �
-� L �-o
rn
O' b
J �
O
z
x
H
x
d
Cs7
_ b
H
Zoho Sign Document ID 2U698UB-VALAR4UAL2HRRUK6UMX9KXZMSFWSLYM6U(iK
�gt1�FQl
TOWN OF SOUTHOLD—BUILDING DEPARTMENT
Town Hall Annex 54375 Main Road P. O. Box 1179 Southold, NY 11971-0959
Telephone (631) 765-1802 Fax(631) 765-9502 https://.wvnv.southoldtownny.gov
Date Received
APPLICATION FOR BUILDING PERMIT
For Office Use Only - I
PERMIT NO. _ Building Inspector: J %_1
APR - 8 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
Vis;;-1-7
Owner's Authorization form(Page 2)shall be completed. - -- -
Date:
--OWN ER(S)OF PROPERTY: -
Name: �oa��Ty� �L SCTM# 1000-
Project Address: �3�� f�/�w T �y� ('�iTC&DGU� IVI 1IR2 57
Phone#_ ��S 6 rim
ail: l/wa y,300@ X-7 boo Com,
Mailing Address: y3 0 0 JS IIIW11-7?^ /IP97 G'vTC/foGU� /�/Y //931
CONTACT PERSON:
Name: -
Mailing Address: = 70 N4TT1-71M 111tj/�1s--P-
Phone#: 1 j �<� .S�G 3 Email: GZ f7/l/��,j Gl e�� e a�S)'.S' ,C(/h1
DESIGN.PROFESSIONAL INFORMATION:
Name:
Mailing Address:
Phone#: Email:
CONTRACTOR INFORMATION:
Name: �'/,e/1'l�' c f .
Mailing Address: -7 y70 X 1wl
Phone#: �,,- - 7�/� Email:
i DESCRIPTION OF PROPOSED CONSTRUCTION
❑New Structure 0-Addition ❑Alteration ❑R'epair ❑Demolition Estimated Cost of P goy' '6
Other_ S YCYAf !
Will the lot be re-graded? ❑Yes ( No Will excess fill be removed from premises? ❑Yes ,�110
1
Zoho Sign Document ID 2U69SUB-VAC;AR4UAC:2HRRUK6UMX9KXZMSFWSLYM6o(3K
Existing use of property: Intended use of property:
Zone or use district in which premises is situated: Are there any covenants and/restrictions with respect to
�hQ� 2�YL� f}G this property? ❑Yes No IF YES, PROVIDE A COPY.
❑ Check Box After Read in'g: The owner/contractor/design professional is responsible foeia drainage and storm water issues as provided by T
Chapter 236 of the Town Code.,APPLICATION IS HEREBY MADE to the Building Department for the Issuance of a Bullding'Permlt pursuant to the Building Zone ,
Ordinance-of the Town of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations;fotie constrniction of buildings,
'additions,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 authorl:ed inspectors on premises and in buildings)for necessary Inspections.False ititementi made herein are i
punishable as a Class A misdemeanor pursuant to Section 210AS of the New York State Penal law.
Application Submitted By(print name): authorized Agent ❑Owner
Signature of Applicant: Date: 3/f 71yi
STATE OF NEW YORK)
SS:
COUNTYOF- :5u.Sgo%kl )
Qui-,P_11_ (Lvtjg/L being duly sworn, deposes and says that (s)he is the applicant
(Name of individual signing contract)above named,
(S)he is the age
(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 this
day of Yk are-V, ,20 AL _ 04/
Notary Public
PATRICIA A MAY
NOTARY PUBLIC-STATE OF NEW YORK
No. OIMA4676634 PROPERTY OWNER AUTHORIZATION
Qualified In Suffolk County
My commission Expires March 30, 20..,,_ (Where the applicant is not the owner)
I, 0(/q ea r i'5Iresiding at � S;r/1_Gu11'9-7fiZ A�1/�,-
' do hereby authorize 2&//, 2dom- C.f> � to apply on
my behalf to the Town of Southold Building Department for approval as described herein.
Mar 17 2021
Owner's Signature Date
&1-3 f14 T /bWiq-ei L
Print Owner's Name
2
��S�yfFO(,f-co BUILDING DEPARTMENT- Electrical Inspector
TOWN OF SOUTHOLD
o Town Hall Annex - 54375 Main Road - PO Box 1179
o Zc
- Southold, New York 11971-0959
y p� Telephone (631) 765-1802 - FAX (631) 765-9502
rogerr(aD_southoldtownny.gov - sea nd(cDsoutholdtownny.gov
APPLICATION FOR ELECTRICAL INSPECTION
ELECTRICIAN INFORMATION (All Information Required) Date:
Company Name:
Name:
License No.: email:
Address:
Phone No.:
JOB SITE INFORMATION (All Information Required)
Name:
Address: 0 i
Cross Street:
Phone No.:
Bldg.Permit#: email:
Tax Map District: 1000 Section: Block: Lot:
BRIEF DESCRIPTION OF WORK (Please Print Clearly) 9
Circle All That Apply:
Is job ready for inspection?: YES / NO Rough In Final
Do you need a Temp Certificate?: YES / 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 Reconnected - Underground - Overhead
# Underground Laterals 1 2 H Frame Pole Work done on Service? Y N
Additional Information:
PAYMENT DUE WITH APPLICATION
Request for Inspection Form As
1
PERMIT# Address:
Switches
Outlets
GFI's
Surface
Sconces �-
H H's
UC Lts
Fans Fridge HW
Exhaust Oven Dryer
Smokes DW Service
Carbon Micro Generator
Combo Cooktop Transfer
AC AH Mini
Special:
G
Comments - c moi. 0/t a
NYS1 F
New York State Insurance Fund 8 CORPORATE CENTER DR,3RD FLR,MELVILLE, NEW YORK 11747-3129
1 nysif.com
CERTIFICATE OF WORKERS' COMPENSATION INSURANCE
D D
"^^^^ 823336604
ROBERT S FEDE INSURANCE AGENCY
23 GREEN ST STE 102
HUNTINGTON NY 11743
SCAN TO VALIDATE
AND SUBSCRIBE
POLICYHOLDER CERTIFICATE HOLDER
ELEMENT ENERGY LLC TOWN OF SOUTHOLD
DBA ELEMENT ENERGY SYSTEMS 54375 MAIN ROAD
7470 SOUND AVENUE SOUTHOLD NY 11971
MATTITUCK NY 11952
POLICY NUMBER CERTIFICATE NUMBER POLICY PERIOD DATE
12449444-5 431321 07/13/2020 TO 07/13/2021 8/11/2020
THIS IS TO CERTIFY THAT THE POLICYHOLDER NAMED ABOVE IS INSURED WITH THE NEW YORK STATE INSURANCE
FUND UNDER POLICY NO 2449 444-5, COVERING THE ENTIRE OBLIGATION OF THIS POLICYHOLDER FOR
WORKERS' COMPENSATION UNDER THE NEW YORK WORKERS' COMPENSATION LAW WITH RESPECT TO ALL
OPERATIONS IN THE STATE OF NEW YORK, EXCEPT AS INDICATED BELOW, AND, WITH RESPECT TO OPERATIONS
OUTSIDE OF NEW YORK, TO THE POLICYHOLDER'S REGULAR NEW YORK STATE EMPLOYEES ONLY
IF YOU WISH TO RECEIVE NOTIFICATIONS REGARDING SAID POLICY,INCLUDING ANY NOTIFICATION OF CANCELLATIONS,
OR TO VALIDATE THIS CERTIFICATE,VISIT OUR WEBSITE AT HTTPS://WWW.NYSIF.COM/CERT/CERTVAL.ASP.THE NEW
YORK STATE INSURANCE FUND IS NOT LIABLE IN THE EVENT OF FAILURE TO GIVE SUCH NOTIFICATIONS.
THIS POLICY DOES NOT COVER THE SOLE PROPRIETOR, PARTNERS AND/OR MEMBERS OF A LIMITED LIABILITY COMPANY
THE POLICY INCLUDES A WAIVER OF SUBROGATION ENDORSEMENT UNDER WHICH NYSIF AGREES TO WAIVE ITS RIGHT
OF SUBROGATION TO BRING AN ACTION AGAINST THE CERTIFICATE HOLDER TO RECOVER AMOUNTS WE PAID IN
WORKERS'COMPENSATION AND/OR MEDICAL BENEFITS TO OR ON BEHALF OF AN EMPLOYEE OF OUR INSURED IN THE
EVENT THAT, PRIOR TO THE DATE OF THE ACCIDENT, THE CERTIFICATE HOLDER HAS ENTERED INTO A WRITTEN
CONTRACT WITH OUR INSURED THAT REQUIRES THAT SUCH RIGHT OF SUBROGATION BE WAIVED
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
DIRECTOR,INSURANCE FUND UNDERWRITING
VALIDATION NUMBER: 737801881
v�5
APPROVED AS TOTED
DATE: -20 B.P.I# /S
FEE: ��m BY:
NOTIFY BUILDING DEPARTMENT AT
765-1802 8AM' TO ePM 'FOR THE OCCUPANCY OR
FOLLOWING'INSPECTIONS: i r
1. FOUNDATION -';TWO REQUIRED USE I UNLAWFUL
FOR POURED CONCRETE WITHOUT CERTIFICATE
2. ROUGH - FRAMING & ,PLUMBING
4. FINAL -INSULATION O STRUCTION MUST OF OCCUPANCY
BE COMPLETE FOR C.O.
ALL CONSTRUCTION SHALL MEET'THE
REQUIREMENTS OF THE CODES OF NEW
YORK STATE. NOT RESPONSIBLE FOR
DESIGN OR CONSTRUCTION ERRORS.
BIC,k,M-111131 will—1c --sillamn
COMPLY WITH ALL CgDES OF
NEW YORK STATE: & WN CODES
AS REQUIRED AN CONDITIONS Oi
OUTHOL D TOWN ZBA
SOUTHOLD TOWN PLANNING BOARL
SOUTHOLD TOWN TRUSTEES
N.Y.S.DEC
t
Town of Southold April 6th, 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 Annabel Residence, 4300 Stillwater Ave.
Cutchogue, NY 11935
To Whom It May Concern:
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 130 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 3.1 pounds per square foot.
Please contact me if you have any questions or comments about the above.
Since ely, \
PA OF NEjVY
5 DEAR O
James Deer k ki, PE �� ` ' °s��
260 Deer Drive `� a
Mattituck, NY 11952 `. _ `LU
631-774-7355 \ �iA 5
S11 Nov
1
5C01 E OF WOI\I\ CrSMEsC4tRLNG
ELEMENT ENERGY LLC
` REVIEW BY J.M. NABCEP CERTIFIE
I 051112-129
_ f
shO0,151-1 REVI510N5
DE5CKIPTION DATE REV
SYSTEM RATING
kW DC STC
EQUIPMENT SUMMARY
CONTRACTOR
5HEET INDEX
PV-I COVER N
PV-2 SITE PLAN O° OF N64V
PV-3 ROOF PV LAYOUT v(P IL-
PV-4
PV-4 STRUCTURAL/DETAILS*SECTIONS ' t. DEER O
PV-5 3-LINE ELECTRICAL DIAGRAM ,P t0 ;p
��
PV-6 LABELS
W 270°�I o 90° E m �'_ x
cr
GOVERNING CODES zoo° 120° '6 • '= uj
'
2017 NATIONAL ELECTRICAL CODE. 210° 150° 5 2 PROJeG?r1a tE
2020 RESIDENTIAL CODE OF NEW YORK STATE. 180° u°o,ns s,,,,°
SIQNP
ASCE 7-1 G AND NEPA-70. �SW
UNDERWKITER5 IA50RATOKIES (UL)5TANDARD5 S
05H.A 29 CFR 19 10.269 Z (�
GENERAL NOTES _ P - - ATI Lz Q m
1 . CONTRACTOR SHALL CHECK AND VERIFY ALL CONDITIONS AT a/
THE 51TE PRIOR TO STARTING TO WORK AND SHALL FAMILIARIZE
til
HIMSELF WITH THE INTENT OF THESE PLANS AND MAKE WORK W z
AGREE THE SAME. ' >. +, '} W
2. CONTRACTOR OR OWNER SHALL OBTAIN ALL REQUIRED •' , � •�
APPROVALS, PERMITS, CERTIFICATES OF OCCUPANCY, 1%,%m W
INSPECTION APPROVALS, ETC., FOR WORK PERFORMED FROM 10. CONTRACTOR TO EFFECT AND MAINTAIN INSURANCE, I.E.
AGENCIES HAVING JURISDICTION THEREOF. IF REQUIRED, CONTRACTORS LIABILITY, WORKMAN'5 COMPENSATION, ,1 m }— O
COMPLETED OPERATION, ETC. ADEQUATE FO
3. ALL WORK SHALL CONFORM TO CONSTRUCTION CODE AND R THE PURPOSES
ALL RULES AND REGULATIONS OF THE RESPONSIBLE OF THIS PROJECT AND FURNISH PROOF OF SAME PRIOR TO U
COMMENCING WITH WORK. •�• '`� Z � �'
JURISDICTION. 1 1 . EACH SUBCONTRACTOR SHALL BE RESPONSIBLE FOR
4- IF IN THE COURSE OF CONSTRUCTION A CONDITION EXISTS MAINTAINING SAFETY ON THE JOB SITE DURING THE
WHICH DISAGREES WITH THAT AS INDICATED ON THESE PLANS, ■ : �I '
THE CONTRACTOR SHALL STOP WORK AND NOTIFY THE CONSTRUCTION PHASE TO COMPLY WITH THE REGULATIONS
r
ENGINEER. SHOULD HE FAIL TO FOLLOW THI5 PROCEDURE AND AND REQUIREMENTS OF THE OCCUPATIONAL SAFETY AND
CONTINUE WITH THE WORK, HE SHALL ASSUME ALL HEALTH ADMINISTRATION. THIS SHALL INCLUDE, BUT ARE NOT
LIMITED TO: PROVIDING FOR ADEQUATE AND PROPER BRACING,
RESPONSIBILITY AND LIABILITY THEREFROM
SAFETY RAILINGS AND SECURE FOOTINGS FOR ALL TEMPORARY '^ c; shEeT NAME5. ALL STRUCTURAL STEEL SHALL BE A-36 AND SHALL BE
FABRICATED AND INSTALLED AS PER LATEST A.I.S.0 SCAFFOLDING, STAIRS, ETC.. AS WELL AS PERMANENT
SPECIFICATIONS. CONSTRUCTION.1 2. FIGURED DIMENSIONS SHALL GOVERN. DO NOT SCALE COVER
G. ALL ELECTRICAL WORK SHALL BE BOARD OF FIRE ��. 1 j +" '• +I
DRAWINGS, WHERE DIMENSIONS ARE ESTABLISHED BY EXISTING +•Y
UNDERWRITERS APPROVED AND IN ACCORDANCE WITH N.E.C. t CONDITIONS. EACH CONTRACTOR SHALL VERIFY EXISTING ? �
NY5 CODES 4f REGULATIONS -
CONDITIONS PRIOR TO ORDERING MATERIALS AND ■�I �
7. ANY DEVIATION FROM THESE PLANS WITHOUT THE WRITTEN COMMENCING WITH WORK. r'.. E``• •. ` �'
CONSENT OF THE ENGINEER WILL NEGATE THE ENGINEER'S DRAW NG SCALE
13. CONTRACTOR TO REMOVE ALL DEBRIS CREATED BY THI5 , } •?
CERTIFICATION OF THESE PLANS. WORK FROM THE 51TE AND DISPOSE OF IN A LEGAL MANNER ON
8. THESE DRAWINGS AS INSTRUCM (�+ENTS OF SERVICE ARE AND A WEEKLY BASIS OR SOONER IF CONDITIONS WARRANT. r v ■ � `� •T• 5
SHALL REMAIN THE PROPERTY OF THE ENGINEER WHETHER THE 14. AT THE COMPLETION OF WORK, THE SITE TO BE CLEARED �. •F T5
PROJECT FOR WHICH THEY ARE MADE 15 EXECUTED OR NOT. OF ALL DEBRIS AND EXCE55 MATERIALS. THE FACILITY 15 TO BE t' '"+I►` t ti.�,�c
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 .,�_ r SHEET NUMBER
,
9. CONTRACTOR SHALL PROTECT, PATCH AND REPAIR ALL TOTAL SATISFACTION OF THE OWNER PRIOR TO RELEASE OF .—
EXISTING WORK ADJACENT TO H15 WORK, OR DAMAGED A5 FINAL PAYMENT. AERIAL VIEW PV_
RESULT OF HIS WORK.
TAX MAP: 1 00013700020002 1 000
LEGEND
CONSTRUCTION NOTE5 DE51GN d DRAFTING BY•
�EMSMNO UTIUTY METER ELEMENT ENERGY LLC
MAIN SERVICE PANEL 1 .) ALL EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE WITH THE P.EVIEWBYJ.M NABCEPCERTIME
NEW PV SUB-PANELS051112-129
A/C DISCONNECT MANUFACTURERS INSTALLATION INSTRUCTIONS,
COMBINER 2.) ALL OUTDOOR EQUIPMENT SHALL BE RAINTIGHT WITH MINIMUM NEMA 3R RATING.
INVERTERS 3.)ALL LOCATIONS ARE APPROXIMATE AND REQUIRE FIELD VERIFICATION.
GNO ELECTRODE _- REVf510N5
DESCRIPTION I DATE REV
�'_" PV MODULE OPiGi',IAL 03-30-202 i
®RACKING RAIL
0 ATTACHMENT POINT 'a I�i
�--RAFTERS -- J{ _ ///. d° -
-*--ROOF PITCH ANGLE
®SUNRUN METER II -1
0
v6NT { 40oo
t
0PLUMBING VENT 700 0 90, I
1 ,
®SKY LIGHTI 7800 7SOo 200 CONTRACTOR
®CHIMNEY
GOOD
C6 0SITECONDISHINGLESTION
I
IPOTENTIAL SHADING ISSUES
TRIM/REMOVE AS NECESSARY ELEMENT ENERGY. LLC
7470 SOUND AVE
I I MATTITUCK, NY I 1952
I LICENH # 43889-H
LICENSE # 52G89-ME
m m
20 1
N rn
n D { D PROJECT NAME
v
10'-92
1 N 1 vim
G�
I CJI_9-_II -� --A-- - I S�IJO 11 -_ ; Dt - C) W
% ' I 0 11(_--�-� _ -- . 4 - - y n I I I.2 I II o
18"FIRE 5EgA2 @RIDGE 15" FERE SETBACK @RID tin l 2 W
11 li W
18" FIRE SETCt.@RIDGEi 4 18" FIRE 5ACK @RIDGE
i
1 1 m 18" FIRE SETBACK @RIDGE O Q O
- Tii-- -✓'- 10!311 y
�{ z U
18" FIRE 5 ACK,@RIDGE z 0
I cn i (J) m m m Q 0
U
12'-2111 121_2-III i
t 2 2
N I N N i n 1 OI - ^ tl nSHEET NAME
U) D D I D CD'
D i - t � C)
N O1
�
51TE FLAB� I
I >
1 4
I ( I tm DRAWING 5CAL F
cc
d `* 3/ 1 G" = I '-0..
I"
�Q�SSION
SHEET NUMBER
3G" x 3G" GROUND ACCESS TYP. , Pv_2
TAX MAF- 1 000 13700020002 1 000
LEGEND A. DE51GN d DRAFTING BY
�F70sTING UTILITY METER /� p'4 CON5TRUCTION SUMMARY
o MAIN SERVICE PANEL �[/ (25) QCELL Q.PEAK DUO ML-G9 380 WATT PV MODULES ELEMENT ENERGY LLC
REVIEW BYJ.M NA13CEP CEFZTIFIE
�Nr PV SUB-PANELS `ry�po ARRAY #6 ARRAY # I (DIMENSIONS: 72.4"x 40.G"x 1.3") 05J 1 12-129
A/C DISCONNECT xp
(25) ENPHASE IQ7PLUS-72-2-US MICRO INVERTERS
�� �p, 2 MODULES 6 MODULES (G8)ATTACHMENT POINTS @ 72" O.C. MAX.
26° PITCH (133.2) LF IKONRIDGE XRI 00 MOUNTING SYSTEM. _ REVISIONS
0 GND ELECTRODE 2Q 42°PITCH DE9cRIPr1oN DATE REV
PV MODULE rp° 90° _ _ 3 I O°AZIMUTH 3 10°AZIMUTH ROOF TYPE = ASPHALT SHINGLE (SINGLE LAYER) e_
—RACKING RAIL r8po�Sp°7-., CONSTRUCTION NOTES GkiGINH '^ 03 aozotl _
o RACKING RAIENT Parer S 1 1.)ALL EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE
--` I ITH THE MANUfACTUREK5 INSTALLATION
) ALL OU OOR EQU PM NT SHALBRAINTIGHT WITH
S
2. DI
o, ROOF PITCH ANGLE I i MINIMUM NEMA 3K RATING.
®SUMN METER I I 3 )ALL LOCATIONS ARE APPROXIMATE AND REQUIRE
FIELD VERIFICATION. _
VENT I-01
VEIJT I 61-0 1
i 2
®SKY LIGHT I CONTRACTOR
®CHIMNEY
�°ca�NDrnorNi� ( i- i ,— r IPOTENTIAL SHADING ISSUES I //`` I 'I_ Ii { I❑TfOlk/REMo4E As NECESSARY 2 -�Q I FM;--_; -• , ;-� {- I- -}- ARRAY #2 ELEMENT ENERGY, LLC.
! 2 i w I ! 1 _I- I' , U, 8 MODULES 7470 SOUND AVE
13°PITCH MATTITUCK. NY I 1952
�+ -I4_1
t - f I I-� i ; � 310°AZIMUTH n LICENSE # 43889-H
N i T I �_ _ I_I I-L I� '�' 2 LICENSE # 52G89-ME
(P J-1-
41
_!1 C t� �II I �-_-_I _ I { 1_! _i 1 I
42 ,-il I I I i_1.1 �l_ a L I _ I r=� D - - - I
? rt— ,
.- ;-� ;- -I!�- =r_ -1.1-1 -__MJ4
rn I 1_ i_}__1- f I I PROJECT NAME
rn 1 I k - --
t,ll I I
` _) -I
IIS _, t 1 fi ; , ! DT i1 III1 � 1-E i1 , r I ,1 � stn
r f`! D f !.I_ 4 I 1 I 1 D I
i 1- _ i { Cl !-{ 1 i 1 I- I W z
a -; f ; , _I -, r F- - I I 1
_IH I-II ; 1� I-i �_�_�_�-j�J�iiij ,_, I_I C �1 W
L _ _ >
18"FIRE SETBACK @RIDGE 18" FIRE SETBACK @RIDGE N _I_?-I , W
t_r _i ; Q
DZ
18" PIKE SETBACK @RIDGE 18" FRE SETBACK @RIDGE
w m tf !T_!rI !_!J w I-I—I-I_ -}-s ? w { 18"FIRE SETBACK @RIDGE W
- - -' m i
{ I_ I= ' { I �� �°r -!_ '•-I�' � 18"FIRE SETBACK @RIDGE
cn ' L - t1"i"1=iiARRAY #3 D [�,i L _i-+_ f- �n I =i r 1 1 ! -I f ►- I-1 l f I I-I 1 -` I z U
I -1 4"3 MODULES j 1- ' i
13°PITCH 1 n -I I l i i 1 ( n Imo!)�_�Lly (� f i i Y U
130'AZIMUTH n 1 rn rn 1 D
N ( � j_a_1-?I_J.1ci chi N j f T! _! 1_! _i_ cn { j i
crI I1 ; {� I rn Ii I i 1 I 1 rn I D I D f 1 ! 1 '
I^ l-i I-I--1 i i �4 -'I = I-f L-� , I-�-w = j n i !_1 C) 1 1 �_3_� I � '
i � rn
II s 1 j L ; !� -1 I I I�I ( ? ; I 1 1 1 1 {I ' N i N (NJ1 SHEET NAME
F i rn
rn rn '
4 I I q 9
I { Z J {i
1 OFlV GOOF DETAIL
34 D!i�p1"Q�
I 1 ? I III I r � � '� N �
I 62 2 I 2 - 102 n @� ti x DRAWING SCALE
_�-
m
�a♦ �� � ii w 3/ 1 611 _ I -011
-G"
ARRAY #5 ARRAY #4 °00 5 2 4 ,�
3611 x 3G" GROUND ACCESS TYP. 3 MODULES 3 MODULES
13'PITCH 1 3°PITCH 5HEET NUMBER
1 30°AZIMUTH 130°AZIMUTH
PV-3
TAX MAP: 1 000 13700020002 1 000
LOAD CALCULATION ARRAY#I ARRAY#2 ARRAY#3 6 5 ARRAY#4 ARRAY#G ITEM DESCRIPTION ARRAY#I ARRAY#2 *#4 ARRAY#3 �#5 ARRAY#G DESIGN b DRAFTING DY:
RB Ride Beam/Boarcl 2"-X 10' D FIR RIDGE 2' X 10" D. FIR RIDGL 2"X 10" D. FiR RIDGE 2"X 10" D, PIP.RIDGE ELEMENT ENERGY LLC
MODULE WEIGHT(Lbs) 430 430 430 43,0 430 ( Rafters 2'X 8" D. i'IR (5; 1 G" O C. 2"X 8" D FIR (d 10' 0_C. 2"X 8" D FIR 0 1 G" O.C. 2"X 8" D FIR�d I G" 0 G. REVIEW BYJ.M NADGEP CER'nfl
(D) Decking 112" PI_'nvOOD 1/2" PLYA/00D 112" PLYWOOD 1/2" PLYWOOD 051 1 1 2-1 29
#OF MODULES G 8 3 3 2 (F) Pitch 42° 1 3° 1 3° 1 3°. 2G" � 42°
TOTAL MODULE WEIGHT(Lbs) 258.0 3440 1290 129O 8G O (K) Knee Wall 2"X 4" D. FIR, P I G'O-C, N/A NIA N/A REVISIONS
TOTAL LENGTH OF RAIL(Ft) 41 I 70.7 3G.5 20.G 24,3 (,1) Ceilincl J015t 2"X G' D. FIR(a? I G"O-G 2"X G" D FIR Cd I G"O C. N/A 2''X G" D. FIR 0—D I G" O.G. DE5MMON DATE REV
(H) horizontal Span of(R) 150 NiAX 1 15" MAY. 1127, MAX !OU"MAX, ORIGINAL O�3x202
RAIL WEIGHT PER FOOT(Lbs) O G8 O.G5 O G8 O G8 O G8
TOTAL RAIL WEIGHT(Lbs) 279 45.1 24.8 140 I G 5
#OF 5TRANDOFF5 12 18 12 1 G 8 —
J I
WEIGHT PER 5TRANDOFF(Lbs) 2 2 2 2 2 i I
I I
TOTAL STANDOFF WEIGHT(Lbs) 24 3G 24 12 1 G 1 I
TOTAL ARRAY WEIGHT(Lbs) 3099 428.1 1778 155.0 1 155
POINT LOAD(Lbs) 25.8 23.8 148 258 148 1
I CONTRACTOR
TOTAL ARRAY AREA(5ej Ft) I I G.G 155,4 583 583 359
ARRAY DEAD LOAD(Lb5/5cj Ft) 2 7 2 8 3.1 2.7 3 I
i ELEMENT ENERGY, LLC,
WIND DESIGN SUBJECT TO DAMAGE FROM [ARRAY I J [ARRAY 2 4 41 7470 50UND AVE
GROUND SEISMIC WINTER ICE BARRIER FLOOD AIR MEAN MATTITUCK. NY 1 1 95r
SNOW d Special Wlndborne DESIGN Frost DESIGN ur:nttiVrrhtUdi FREEZING ANNUAL
Speed Topographic wind debr Weathering' line Termite` TEMPe REQUIREDh HAZARDS9 INDEX' TEMPI v v LICENSE # 43889-h
LOAD'
(mph) effectsk
region) on•'ris CATEGORY'^ depth
h �' LICENSE # 52G60-ME
20 130 NO NO NO B SEVERE 3 FT HEAVY 15°F YES 599 51°F / h I I
11ANIIA1 J DESIGN CRITERIA"
II Indoor Heating
Winter Summer Altitude Design ,i
Elevation Latitude temperature design [
heating cooling correction factor temperature coaling P [ i PROJECT NAME
l temperature difference I �
1 108 FT 41°N 15°F 86°F 1.00 70°F 75°F 55°F 1 i W
G'
D Ln
Wind Wind Y1
Coaling Coincident Daily Winter Summer _ I ,F I [J_J z (1I
temperatui e d4ference velocity velocity wet bulb range humidity humidity [L]
heating cooling [ARRAY 3 +;% 51 [ARRAY G] �--� _
11°F 15 MPH 7 5 MPH 72°F MEDIUM(M) 40% 32 GR @50%RH W Q
For SI.1 pound per square foot=0 0479 kPa,1 mile per hour=0 447 m/s ROOF FRAMING DETAIL
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 UJ ��— z
required for weathering shall govern The weathering column shall be filled in with the weathering Index,"negligible,""moderate"or"severe"for concrete as determined Q LL_I
from Figure R301 2(4).The grade of masonry units shall be determined from ASTM C34,C55,C62,C73,C90,C129,C145,C216 or C652
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 jurisdictionJ J
shall fill In the frost line depth column with the minimum depth of footing below finish grade lL] Uf
C. The jurisdiction shall fill in this part of the table to Indicate the need for protection depending on whether there has been a history of local subterranean termite damage.
d. The jurisdiction shall fill in this part of the table with the wind speed from the basic wind speed map[Figure R301.2(5)A],Wind exposure category shall be determined ✓_,� J Q [-- O
on a site-specific basis In accordance with Section R301.2 14. MODULE MOUNTING CLAMP _
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
SOLAR MODULE r r'
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 � z O �•
see Figure R301,2(1)] ���—`'' S7AINLE55 STEEL 318° Q O
f. The jurisdiction shall fill In this part of the table with the seismic design category determined from Section R301 2 21
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 ��� =` l BOLT AND NUT U
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
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),
n-Flood Boundary and Floodway Map(FBFM),and 1p,6NFIDGE ALUMINUM RAID
iii.Related supporting data along with any revisions thereto. " ALUMINUM"L°BRACKET 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,R905.4 3.1,R905 5.3.1,R905 6,3 1,R905 7.3.1 and R905.8.3.1,where there has been a history of local damage from the
effects of ice damming,the jurisdiction shall fill in this part of the table with"YES"Otherwise,the jurisdiction shall fill in this partof the table with"NO" ALUMINUM FLASHING p pp A1. The junsdiction 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) TRU CT U NJA
value on the National Climatic Data Center data table"Air Freezing Index-USA Method(Base 32°F)" OF NF
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 (�
(Base 32°F)" ASPHALT5HINGLE POOP d D�
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 5/1 G"x $T
jurisdiction shall fill in this part of the table with"YES"Otherwise,the jurisdiction shall indicate"NO"In this part of the tableQ
STEEL '� tp 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 art of the table with �'
"YES"and identify any specific requirements Otherwise,the jurisdiction shall indicate"NO"in this part of the table PENET A5 NOTED
m. In accordance with Section R301.2.12 the jurisdiction shall indicate the wind-borne debris wind tone(s) Otherwise,the jurisdiction shall indicate"NO"In this part of the WITH ` y
table. (EQuIV
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 8301.2(6)for sites at elevations up to 1,000 feet Sites at Reiss �A4
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 R3012(4)B.
PV
TAX MAP: 1 000 13700020002 1 000 MOUNTING DETAIL n —�
I
DESIGN#DRAFTING BY,
SOLAR APPAY ON `vlAIN HOUSE 9 5 k'h+
ELEMENT ENERGY LLC
(25)QCELL Q PEAK DUO BtK-ML G9+ 380 FV MODULES REVIEW BY J.M.NABCEP CERT(FIE
(I);iTRING OF(I 3)Iv11CR0-iNVEP.TFRs (I)STRING OF( 2)P✓IICRO-Inl'JEF EPS 051 1 12-129
'(2)STRINGS TOTAL
--^- '- - -- -- - -- -- TO UTIUTYGFJD
_ REVISIONS_
STRING #1 t t
DE5CRIPr10N DATE REV
OP,iGtr.A_ 03-30-202'
I— ---------------- — _ — —
BI-DIRECTIONAL
L L UTILITY METER
I-PHASE,240 V
__-_., �� d-- _... -_ _-�--- rvtlr,kcr IVVP`t`I k ` S � r�q;ry arEvrG�f�c-r;•, -�_`- _
?
L40 VAC 2 1A ,�,Jc
STRING #2VN.'
CON'tJ.UOIJa AC Ot. 101
- ---- Nt'•A r _LSYE(J
TYP',:Ai 1 H
CONTRACTOR
---- -1-- =ctcrlc,rr o5:or•a:i
F.NPHA-f BRANCH
CIRCUIT CABLF_TYPICAL ELEMENT ENERGY, LLC.
I 7470 SOUND AVE
ACD15CONNECT MATTITUCK, NY 1 195<
Z�0 )')2,13'NkH LICENSE # 43889-H
l ° ''{`"r.OA LICENSE # 52G89-ME
1117Vn,P 1. .,;,TLS:
1 (zJ 10AI(J"ts 1 1
II �
1 N N { I MAIN SERVICE PANEL PROJECT NANIE
o ---- 0 4 W
L .o yr{
I i----------- - ----------------------------------- ---------- ,��.
AC COMBINER BOX ) LCA
I _ VA-80A _ ----- G W W m
cN { U
E 15TING GROUNDING W Q _
I j I I ELECTRODE SYSTEM
LU Z
-------------
----------------------------------- -I ' ------------- az LU
WIRE CONDUIT SCHEDULE W
CIRCUIT CIRCUIT CIRCUIT CONDUCTOR CONDUCTORS MAX CONDUCTOR CONDUIT FILL CONDUCTOR GROUND GROUND GROUND TYPE CONDUIT CONDUIT AMBIENT TEMP ESTIMATED Voltage Drop(% � F- Q
I.D. # ORIGIN DESTINATION 51ZE PER POLE QUANTITY DERATE INSULATION S1ZE QUANTITY INSULATION (CU/AL) TYPE SIZE TEMP DEBATE DISTANCE
310 J50)(31, 310.15(15)(2aX3c) z
INVERTERS COMBINER PANEL AWG#10 1 4 0.8 U5E-2/PV Wire AWG#8 1 BARE CU FREE AIR I° 70QC 0.65 1 10 PT 0.8% z
OR EMT Q Q
COMBINER PANEL AC DISCONNECT AWG#8 1 3 1 THWN-2 AIAIG 618 1 THWN-2 CU PVC I,. 45QC 0.87 25 FT O.G% m U
AC DISCONNECTMAIN PANEL AVI/G#G 1 45C I C FT O G%"
ELECTRICAL NOTES
1 SHEET NAME
CALCULATIONS FOR CURRENT CARRYING CONDUCTORS
I )ALL EQUIPMENT TO DE LISTED DY UL OR OTHER NRTL, AND LABELED FOR ITS APPLICATION /{I PV Source Circuit Wire Am aclt Calculation CONFIGURATION
2 )ALL CONDUCTORS SHALL BE COPPER, RAI ED FOP.GOO V AND 90QC WET ENVIPONMFNT P y 0 NF 3-LINE DIA,
[NEC G90 8{B)(I}] (Isc) '(#of 5trmci5)'(I 56) = 19 GG A Modules er 5trm �'
3)'A'iP.ING COhJDUiT,AND RACEWAYS MOUNTED ON ROOFTOPS SHALL BE ROUTED DIRECTLY p 9 13 12
A'.NG#10, ampaamp ty ' TeDerate = 20 8 A
TO. AIJD LOCATED A,. CLOSE A5 P05915LE TO THE NEAREST RIDGE, HIP, OR VALLEY Modules Per Inverter 1 C.7 s," F�'� ��
?_0 8 A > 19 66 A, therefore DC wire size is valid
4)WORKING CLEARANCES AROUND ALL NEW AND EX!5TING ELECTRICAL tQIUIPMENT SHALL ef
COMPLY 1^;ITH NEC 110,26 #2 Inverter Output Wire Ampaclty Calculation Number of Inverters 25 �@
5)DPj\WING5 INDICA"E THE GEtJT'RAL APCANGEI:4ENT OF 5Y5TEIV15 CONTRACTOR SHALL Inverter Max Amperage output'(1.25) - 3 7.81 A Record)ow tem -I OQC rrA= �
FUPNISH ALL NECE55AKY OUTLETS SUPPORTS f 111VIG5.AND ACE55ORIE5 TO FULFILL AWG,#8, amppoty(Temp Uera(:e)'(Condmlt Fill Derate) 47 85 F, Voc Temp Coefficient -0 24%/QC m_ . W: DRAWING 5CALE
APPLICABLE CODES AND_STANDARDS 47,55 A > 3!81 A, therefore AC wire size 1s valid DC SYSTEM SPECIFICATIONS CALC l- -+ - Z
G)' HEKE 51:15 OF JUNCTIOtl BOXES ?.ACEWAY5, AND CONDUITS ARE HOT SPECIFIED, #3 Combined Inverter Output Wire Am aclt Calculation r
THE COhITRAC.TOP.SHALL SIZE Tf IEfol ACCOP.DINGL' p p y O eratJn Current iO.O A = n of stru 0s)'(ImP) n N ,T,5
Inverter Max Amperage output'(1.25) - 37 81 A O eratm Volta e 37 9 V =f#
7 )AL(_WIRE TFSHAH GE r^PPROP IA7EI'Y LAB11_ED AND RtADIL1'VISIF3LF, AWG#C>, arnp.3city'(Temp Derate)'(Conduit Fill Derate) - G5 25 A modules 1n sc 4r�1'CvmV) k
8)MODULE_GRZOUNDING CLIPS 10 BE INSTALLED BETWEt'N MODULE FRAME AND tAOC)ULff 6 Max System voltage 49.3 V = W modules in series)'[(((-###IoV/QG 2o))'(Voc))+(✓cc)]
5.25 A > 37 8! A, therefore AC were size rs valid '
SUPPORT RAIL, FCR THE GROUNDING CLIP MANUFACTUP-,ER'5 I1,15TKUCTION Short Circuit Current 13 1 A -(#of 5tnng5)'{Isc)'(I 25)per Art G90.8021J 1
9)MODULE 5UPF'OF;T RAIL_TO BE BONDED TO CONTINUOUS rOFPER G E C VIA WEED LUG AC SYSTEM 5PECIFICATION5 SHEET NUMBER
OR IL.SCO GEST_41.)BT LAY-IN LUG
1 0)THE POLARITY Or THE GROUNDFD CONDUCTORS 15(positive/negative) Max AC Output Current 37 81 A PV-5
OF.
O eratma AC Volta e 240 V
1 0)THE DC SIDE OF THE PV 5YSTEM IS UrIGROUNDED AND SHALL COMFLY WITH NEC G90 35 TAX MAP: 1 000137000200021000
SERVICE METER O DESIGN!DRAFTING 15Y:
INSTALLATION NOTE ELEMENT ENERGY LLC
SOLAR PV SYSTEM PHOTOVOREVIFW 15Y J,M,NA13CEP CERTIFItO
LTAIC ( 1 ) ALL LABEL SHALL BE INSTALLED IN 051 1 12-)25
G 0 SOLAR BRE REQUIPPED ITH
D
ACCORDANCE WITH THE 2017 NEC
RAPID SHUTDOWN REQUIREMENTS.
\0/ KEV15ION5
D95CRIFrION DATE REV
(2) ALL LOCATIONS ARE APPROXIMATE AND
SOLAR AC LOAD CENTER - OUTSIDE DONOT RELOCATE THIS REQUIRE FIELD VERIFICATION.
t OVERCUIRRENT DEVICE
(3) LABELS, WARNING(S) AND MARKING
O TURN RAPID SHUTDOWN SWITCH TO I SHALL BE IN ACCORDANCE WITH NEC
THE'OFF'POSITION TO SHUTDOWN
PV SYSTEM AND REDUCE 1 1 10.21 (5).
CAUTION
SHOCK HAZARD IN THE ARRAY f AC DISCONNECTI-WER TO THIS SERVICE IS ALSO SUPPLIED (4) THE MATERIAL USED FOR MARKING
FROM THE FOLLOWING SOURCES WITH
DISCONNECTS LOCATED ASSHOWN L
MUST BE WEATHER RESISTANT, IN
SOLAR AC LOAD CENTER - INSIDE MA-"fWr
4N THE CARA"
vv m,cvtral
COMPLIANCE WITH NEC 1 10.2 1 (3)(3). CONTRACTOF
ti 'lk-
�7 'y' SHALL BE LABELED INSTALLED IN -LEMENT ENERGY. LIQ..
PV ARA (5) THE PV SYSTEM CIRCUIT CONDUCTORS
c-
r
THIS EQUIPMENT FED BY MULTIPLE I DUAL POWER SUPPLY
SOURCES TOTAL RATING OF ALLSOURCES.UTILITY GRID COMPLIANCE WITH NEC G�)0.3 1 . 7470 SOUND AVI
OVERCURRENT DEVICES EXCLUDING M/\I-TITUCr\, NY 1 19510'
MAIN SUPPLY OVERCURRENT AND PV SOLAR
DEVICE,SHALL NOT EXCEED ELECTRIC SYSTEM #
CONDUIT - INSIDE BUILDING A MP ACITY OF BUSBAR LICENSE # 52Gff) mr
,,W, RN,II I N
i�5WARNI,NG THIS SERVICE METER
Ai AilAWKI-Wd V I V=73!1'%� IS ALSO SERVED BY A PROJECT HAIVIV
ELECTRIC SHOCK HAZARD PHOTOVOLTAIC--sys��—ml,
COMBINER PHOTOVOLTAIC SYSTEM
rLIRMINALS ON THE LINE.AND PANEL LLI
I OAD SIDLS MAY BE FNILRGIZED DO NOT ADD LOADS -) Ln
CONDUIT - OUTSIDE 5UILDING IN I HE OPEN POSITION Lu Z
WIA\
\Ifi/ >
0 a 0 Lu
r7-:,
&WARNING 0 c-
Lu
i DUAL POWER SUPPLY
SOURCES:UTILITY GRID AND
PV SOLAR ELECTRIC SYSTEM Lu
MAIN SERVICE PANEL - OUTSIDE i A CAUTION SOLAR CIRCUIT Lu
CD O®CAUTION Y
ECTI
SOLARELECIRICS STEMCONN
0
C)
MAIN SERVICE PANEL INSIDE
DAIS
POWER SOURCE
OUTPUT CONNECTION
0 (5 DO NOT RELOCATE THIS 5flatT NAMt
OVERCURRIEN T_I)FV(GC
LADE L5
AC DISCONNECT/BREAKER NEI,,
E _ 0
DRAWING 5CALE
(D /\\.Dl\ 5 Q G N .T.5 .
tp
Ado25 2
5HEFT Numl5elk
PV-6
TAX MAP; 1000 1 700020 1 0021000