HomeMy WebLinkAbout47532-Z Zoho Sign Document ID:1 BPHN1 FQGZIEN4Z9TBJMGDWG6DJVMDYTHFLXHKH-JCC Al e ssoe V75
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Ic i rO PfE OF WORK DESIGN DRAFTING 6Y:
•S'Y ELEMENT ENERGY LLC
TO INSTALL A 14.8 KW SOLAR PHOTOVOLTAIC(PV)SYSTEM AT THE FENSTER RESIDENCE, ` REVIEW BY J.M.NA13CEP CERTIFIED
LOCATED AT 955 50UNDVIEW AVENUE, MATTITUCK, NY 1 1952. 051112-120
THE POWER GENERATED BY THE PV SYSTEM WILL BE INTERCONNECTED WITH THE UTILITY GRID
THROUGH THE EXISTING ELECTRICAL SERVICE EQUIPMENT. p 4 REVISIONS
DESCRIPTION DATE REV
SYSTEM RATING ' OR GINAL 02-03-2022
14.8 kW DC STC ;
EQUIPMENT SUMMARY r �
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37 QCELL Q.PEAK DUO BLK ML-G 1 O+ 400 WATT PV MODULES BH8C1" t A
37 ENPHA5EIQ7PLU5-72-2-U5 MICRO INVERTERS
I IRONRIDGEXRI00 MOUNTING SYSTEM '` --sausaa�e r "F CONTRACTOR
SHEET INDEX ELEMENT ENERGY, LLC.
Pv-I COVER7470 SOUND AVE
PV-2 SITE PIAN ,��of NEW PROJECT LOCATION MATTITUCK, NY 1 1952
PV-3 ROOF PV LAYOUT Q` "gyp
PV-4 5TKUCTUP.AU DETAILS SECTIONS �� �W C'�Ci� �� LICENSE # 43889-11
PV-5 3-LINE ELECTRICAL DIAGRAM LICENSE # 52G89-ME
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2017 NATIONAL ELECTRICAL CODE. X03443 �lr=
PROJECT NAME
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2020 RESIDENTIAL CODE OF NEW YORK STATE. A
ASCE 7-1 G AND NEPA-70. ROSS�pNP� W 270°o d 90° E
UNDERWRITERS LABORATORIES (UL)STANDARDS W
OSHA 29 CFR 1910.269 240° V 120° a W Z N
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GENERAL NOTES 210180 iso Lu
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1 . CONTRACTOR SHALL CHECK AND VERIFY ALL CONDITIONS AT � W
THE SITE PRIOR TO STARTING TO WORK AND SHALL FAMILIARIZE
HIMSELF WITH THE INTENT OF THESE PIANS AND MAKE WORK W _ Z
AGREE THE SAME. AERIAL VIEW
2. CONTRACTOR OR OWNER SHALL OBTAIN ALL REQUIRED C-) \
APPROVALS, PERMITS, CERTIFICATES W`O OCCUPANCY, 10. CONTRACTOR TO EFFECT AND MAINTAIN INSURANCE, I.E. TOWN COMMENTS AND APPROVAL STAMP w z U
INSPECTION APPROVALS, ETC., FOR ORK PERFORMED FROM CONTRACTOR'S LIABILITY, WORKMAN'S COMPENSATION, !— D
AGENCIES HAVING JURISDICTION THEREOF, IF REQUIRED. O I-
3. ALL WORK SHALL CONFORM TO CONSTRUCTION CODE AND COMPLETED OPERATION, ETC. ADEQUATE FOR THE PURPOSES
ALL RULES AND REGULATIONS OF THE RESPONSIBLE OF THIS PROJECT AND FURNISH PROOF OF SAME PRIOR TO Z
COMMENCING WITH WORK. W
JURISDICTION. L() Q
4. IF IN THE COURSE OF CONSTRUCTION A CONDITION EXISTS I I. EACH SUBCONTRACTOR SHALL BE RESPONSIBLE FOR
MAINTAINING SAFETY ON THE JOB SITE DURING THE
WHICH DISAGREES WITH THAT AS INDICATED ON THESE PLANS,
CONSTRUCTION PHASE TO COMPLY WITH THE REGULATIONS
THE CONTRACTOR SHALL STOP WORK AND NOTIFY THE
AND REQUIREMENTS Of
ENGINEER. SHOULD HE FAIL TO FOLLOW TH15 PROCEDURE AND THE OCCUPATIONAL SAFETY AND
CONTINUE WITH THE WORK, HE SHALL ASSUME ALL HEALTH ADMINISTRATION. THIS SHALL INCLUDE, BUT ARE NOT
RESPONSIBILITY AND LIABILITY THEREFROM LIMITED TO: PROVIDING FOR ADEQUATE AND PROPER BRACING,
SAFETY RAILINGS AND SECURE FOOTINGS FOR ALL TEMPORARY 5t1EET NAME
5. ALL STRUCTURAL STEEL SHALL BE A-3G AND SHALL BE SCAFFOLDING, STAIRS, ETC.. AS WELL AS PERMANENT
FABRICATED AND INSTALLED AS PER LATEST A.I.5.0 CONSTRUCTION. COVER
SPECIFICATIONS. 12. FIGURED DIMENSIONS SHALL GOVERN. DO NOT SCALE
G. ALL ELECTRICAL WORK SHALL BE BOARD OF FIRE DRAWINGS, WHERE DIMENSIONS ARE ESTABLISHED BY EXISTING
UNDERWRITERS APPROVED AND IN ACCORDANCE WITH N.E.C. CONDITIONS. EACH CONTRACTOR SHALL VERIFY EXISTING
NYS CODES t- REGULATIONS CONDITIONS PRIOR TO ORDERING MATERIALS AND
7. ANY DEVIATION FROM THESE PLANS WITHOUT THE WRITTEN COMMENCING WITH WORK. �1� DRAWING SCALE
CONSENT OF THE ENGINEER WILL NEGATE THE ENGINEER'S 13. CONTRACTOR TO REMOVE ALL DEBRIS CREATED BY THIS I�
CERTIFICATION OF THESE PLANS. WORK FROM THE SITE AND DISPOSE OF IN A LEGAL MANNER ON 1
8. THESE DRAWINGS AS IN5TRUCMENT5 OF SERVICE ARE AND A WEEKLY BASIS OR 1 SOONER IF CONDITIONS WARRANT. FEB t 0 2022 N .T
SHALL REMAIN THE PROPERTY OF THE ENGINEER WHETHER THE 14. AT THE COMPLETION OF WORK, THE SITE TO BE CLEARED —
PROJECT FOR WHICH THEY ARE MADE IS EXECUTED OR NOT. OF ALL DEBRIS AND EXCESS MATERIALS. THE FACILITY IS TO BE BIJILDiI`G DEPT.
THEY ARE NOT TO BE USED ON ANY OTHER PROJECTS OR LEFT BROOM CLEAN AND WORK IS TO BE COMPLETED TO THE 6C12'--—'F-SvEJ G6 6�rLLy
EXTENSIONS TO THIS PROJECT TOTAL SATISFACTION OF THE OWNER PRIOR TO RELEASE OF snEEr NUMBER
9. CONTRACTOR SHALL PROTECT, PATCH AND REPAIR ALL FINAL PAYMENT.
EXISTING WORK ADJACENT TO HIS WORK, OR DAMAGED AS PV—
RESULT OF HIS WORK.
TAX MAP: 1000094000 100008000
Zoho Sign Document ID:1 BPHN1 FQGZ1 EN4Z9TBJMGDWG6DJVMDYTHFLXHKH-JCC
LEGEND
DESIGN$DRAFTING BY:
IXISTING U'f LITY METERA. ELEMENT ENERGY LLC
KJ' MAJN SERVICE PANEL 'V
NEW PV SUB-PANELS 0o REVIEW BY J.M.NAECFF CERTIFIED
A/C-DISCONNECT 05I 112-12-129
.29
COMBINER
INVERTERS _f11
-L I
GND ELECTRODE 4�1 82w270 a REVISIONS
PV MODULE DESCRIPTION DATE REV
—RACKING RAIL 2400c- 90o A ORIGINAL 02-03-2022
o ATTACHMENT POINT / j 181, FIRE SETBACK @RIDGE 210° D 120. c
---RAFTERS - _ _._ - _. -___. _.-__- - - - 1800 1 50°
-4-RODF PITCH ANGLE C�
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®SKY LIGHT ^I-2 I
®CHIMNEY 1 3 2 CONTRACTOR
COMPOSITE SHINGLES
GOOD CONDITION
POTENTIAL SHADING ISSUES
TRIM/REMOVE AS NECESSARYELEMENT ENERGY, LLC.
7Q 7470 SOUND AVE
71 Q�n MATTITUCK, NY 1 1952
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NOTE
I .)THE ROOF SETBACIQPATHWAY SHALL NOT BE
REQUIRED TO ROOFS WHEN OPPOSING OR DRAWING SCALE
ADJACENT ROOF IS ACCESS ROOF IN 4 Q1_6u
ACCORDANCE WITH R324.G.I EXCEPTION OF 3/ 1 G 11 = I 1-011
2020 NY5 RESIDENTIAL CODE
CON5TRUCTION NOTES
1 .)ALL EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE WITH THE 30' x 30 GROUND ACCE55 TYP. SHEET NUMBER
MANUFACTURER'S INSTALLATION INSTRUCTIONS. �`V_,
2_)ALL OUTDOOR EQUIPMENT SHALL BE RAINTIGHT WITH MINIMUM NEMA 3R RATING. C
3.)ALL LOCATIONS ARE APPROXIMATE AND REQUIRE FIELD VERIFICATION. TAX MAP: 1 000094000 100008000
Zoho Sign Document ID:1 BPHN1 FQGZ1 EN4Z9TBJMGDWG6DJVMDYTHFLXHKH-JCC
LEGEND
DESIGN$DRAFTING BY:
EXISTING OILITY METER •, ELEMENT ENERGY LLC
MAIN SERVICE PANEL /V REVIEW BY J.M.NABCEP CERTIFIED
� NEW PV SUB—PANELS 00 051112-129
A/C DISCONNECT
COMBINER
INVERTERS
GND ELECTRODE REVISIONS
/ 270° DESCRIPTION DATE REV
PV MODULE WE
////�j /j 18" IRE ETB CK RI GE� /` / j /j 4
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^ ORIGINAL 02-03-2021
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RACKING RAIL / 0 O
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---RAFTERS f I I f r/
-4—ROOF PITCH ANGLE
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®SKY LIGHT
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COMPOSITE SHINGLES II f
GOOD CONDITION
POTENTIAL SHADING ISSUES
FITRIM/REMOVE AS NECESSARY I I I I I / ELEMENT ENERGY, LLC.
7470 SOUND AVE
MATTITUCK, NY 1 1952
'4 I 1 f I I I 1 f I I 1 /� LICENSE# 43889-H
LICENSE # 526(59-ME
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PROJECT NAME
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REQUIRED TO ROOFS WHEN OPPOSING OR
ADJACENT ROOF IS ACCESS ROOF IN
ACCORDANCE WITH R324.G.I EXCEPTION OF SHEET NAME
2020 NYS RESIDENTIAL CODE
CON5TRUCTION SUMMARY of NSIV
fZOOF DETAIL
(37) QCELL Q.PEAK DUO BLK-ML G I O+ 400 WATT PV MODULES Q0 q yo
(DIMENSIONS: 74"X 4 1 .1"X 1 .3") a� GZGS
(37) ENPHA5E IQ7PLU5-72-2-U5 MICRO INVERTERS iUS�j .
(5G) ATTACHMENT POINTS @ G4"O.C. MAX. r ='dip DRAWING SCALE
(256.5) LF IKONKIDGE XRI 00 MOUNTING SYSTEM. n
ROOF TYPE = ASPHALT SHINGLE (SINGLE LAYER) 2 ARRAY # I 3/ 1 611 = I I_OII
CONSTRUCTION NOTES N�` ?
O 103443 � 37 MODULES 3G" x 3G" GROUND ACCESS TYP.
I .) ALL EQUIPMENT SHALL BE INSTALLED IN ACCORDANCEI
- A�OFESS�NP� 9°PITCH
WITH THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. 1 53°AZIMUTH
2.) ALL OUTDOOR EQUIPMENT SHALL BE RAINTIGHT WITH I SHEET NUMBER
MINIMUM NEMA 3R RATING. �`V'_�
3.)ALL LOCATIONS ARE APPROXIMATE AND REQUIRE
FIELD VERIFICATION. TAX MAP: 1000094000100006000
Zoho Sign Document ID:1 BPHN1 FQGZ1 EN4Z9TBJMGDWG6DJVMDYTHFLXHKH-JCC
LOAD CALCULATION ARRAY#I ITEM DESCRIPTION ARRAY#I DESIGNS DRAFTING BY:
R Roof Rafter 2"X 10" D. FIR P I G" O.C. ELEMENT ENERGY LLC
MODULE WEIGHT(Lbs) 48.5 D Der-km 314" PLYWOOD REVIEW BY J.M.NABCEP CERTIFIED
P Fitch 90 051112-129
#OF MODULES 37 (H) Horizontal Span of(R) 176" MAX.
TOTAL MODULE WEIGHT(Lbs) 1794.5 REVISIONS
of
NEwy DESCRIPTION DATE REV
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TOTAL LENGTH OF RAIL(Ft) 256.5 O ORIGINAL 02-03-2022
RAIL WEIGHT PER FOOT(Lbs) 0.68 ��� � A G/G� 1P
TOTAL RAIL WEIGHT(Lbs) 174.4
#OF 5TRANDOFF5 56 ��•' IIAYG (PQ
WEIGHT PER STRANDOFF(Lbs) 2 2NJ_s �� (D)
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TOTAL STANDOFF WEIGHT(Lbs) 1 12 �� 103443
TOTAL ARRAY WEIGHT(Lbs) 2080.9 ARo> SS►oNP�"
POINT LOAD(Lbs) 37.2
CONTRACTOR
TOTAL ARRAY AREA(Scl Ft) 792,2
ARRAY DEAD LOAD(Lbs/Scl Ft) 2.6
ELEMENT ENERGY, LLC.
WIND DESIGN SUBJECT TO DAMAGE FROM
GROUND SEISMIC WINTER ICE BARRIER AIR MEAN 7470 SOUND AVE
SNOW Special VA dborne DESIGN Frost. DESIGN UNDERLAYMENT FLOOD FREEZING ANNUAL � MATTITUCK, NY 1 1952
LOAD'? � Topographic wind debris r Weathering* e n HAZARDSB g O LICENSE # 43889-H
LOAD- (mph) eNecisk CATEGORY Weatherin line Termite TEMP@ REQUIRED INDEX' TEMP) 9
Ind
zone'" depth LICENSE # 52089-ME
ZO
20 130 NO NO NO B SEVERE 3 FT 15'F YES FENMA
599 51°F
HEAW
MAWUALJ DESIGN CRITERIA^
Winter Summer Attitude Indoor Des(gn Heating
Elevation Latitude heating cooling co►redesign tetemperature PROJECT NAME
Wonfattar temperature nlPeratulre.cooRng difference (H
108 FT 41'N 15°F 86°F 1.00 70'F 75"F 55°F W
{blind Wind.
Cooling Coincident Daily Winter Summer N
VllOtlty/ VllOtlty 1^
temperature.ditterence wet bulb range humidity humidity W z L J
heating cgoling
U w
15 MPH 7.6 MPH 72'F MEDIUM(M) 40% 32,GR @50%RH LZ >Q _
For SI:1 pound per square foot=0.0479 kPa,1 mile per hour=0.447 m/s. ROOF FRAMING DETAIL Q
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 ((� Lu Z
strength required for weathering shall govern.The weathering column shall be filled in with the weathering index,"negligible,""moderate"or"severe"for concrete as LU
determined 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. Q
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
shall fill in the frost line depth column with the minimum depth of footing below finish grade. MODULE MOUNTING CLAMP z U
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. [L_1
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
on a site-specific basis in accordance with Section R301.2:1.4. (� O
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 STAINLESS STEEL 3/8" z (�
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 AND NUT
see Figure R301.2(1).] � L Q
C The jurisdiction shall fill in this part of the table with the seismic design category determined from Section R301.2.2.1. L
g. To establish flood hazard areas,each community regulated under Title 19,Part 1203 of the Official Compilation of Codes,Rules and Regulationsof 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 NRIDGE ALUMINUM RAIL
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 V'BRACKET
ii.Flood Boundary and Floodway Map(FBFM),and
iii.Related supporting data along with any revisions thereto. ALUMINUM FLASHING 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,thejurisdiction shall fill in this part of the table with"YES."Otherwise,.the jurisdiction shall fill in this part of the table with"NO." STRU CTU FZAL
1. 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)
value on the National Climatic Data Center data table"Air Freezing Index-USA Method(Base 32°F)." ASPHALT SHINGLE 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 1/2"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) A� NOTED
Inn. 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.
in. The jurisdiction shall fill in these sections of the table to establish the design criteria using Table la 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.
TAX MAP: 10000940001 00008000 MOUNTING DETAIL
Zoho Sign Document ID:1 BPHN1 FQGZ1 EN4Z9TBJMGDWG6DJVMDYTHFLXHKH,ICC
SOLAR ARRAY ON MAIN HOUSE 14.5 kW DE51GN 4 DRAFTING BY:
(37)QCELL Q.PEAK DUO 15K-ML G 10+400 PV MODULES OF NEt ELEMENT ENERGY LLC'
(2)STRINGS OF(1 3)MICRO-INVERTERS 4(1)STRING OF(1 1)MICRO-INVERTERSyO REVIEW B OSJ.M.1 N2BCEPS CERTIFIED
'(3)STRINGS TOTAL ,`Q' R� A (,'�
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TO U ILITY GRID
tltiSI] REVISIONS
5TRING5 #1 =--2 "_ W DESCRIPTION DATE REV
ORIGINAL 02-03-2022
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- POINT OF INTERCONNECTION
ENPHASE IQ7PLU5-72-2-U5
240 VAC. 1.2 1 A -
PERNEC 240.2](15)(1)4 690.64(A)
AX.CONTINUOUS AC OUTPUT 295 VA
LENGTN OF TAP CONDUCTORS
5TK N G #3 _ _ _ _ _ _ _ _ _ _ _ 97.5%CEC-WEIGHTED EFF. SHALL NOT EXCEED I D FT
NEMA G.UL L15TED
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------ ------ ------ ------ ------ -__-_- -_-_-- MAIN SERVICE DISCONNECT
1 ---- --�- 240 V,200 A
CBRANCH
CIRCUITIRCUIT ELEMENT ENERGY, LLC.CABLE TYPICAL 7470SOUND AVE
I
1 1
AC DISCONNECT MATTITUCK, NY 1 1952.
I 50 D D223NR8
LICENSE#43889-H
I 240.VAC.60 A
LICENSE# 52689-ME
NEMA 3R.UL U5TED 1 .�
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1-PN,3-W
1 r__-___---_ 6 G ----------------------------------- __--__________--� 240 VAC W
I I 200 A
COMBINER BOX
24 I I N I� z N
240 VAC,80LI
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G N ' (3)20.A DOUBLEPOLE BREAKERS I i G
I I I I ,EX15TING GROUNDING / V J
II I II ELECTRODE SYSTEM W Q
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WIRE * CONDUIT SCf1EDULE U
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CIRCUIT CIRCUIT CIRCUIT CONDUCTOR CONDUCTORS MAX. CONDUCTOR CONDUIT FILL CONDUCTOR GROUND GROUND GROUND TYPE CONDUIT CONDUIT AMBIENT TEMP ESTIMATED Voltage Drop(To
I.D.# ORIGIN DESTINATION SIZE PER POLE QUANTITY DERATE INSULATION SIZE QUANTITY INSULATION (CU/AL) TYPE SIZE TEMP DERATE DISTANCE T) �(0
310.15(5)(3) 310.15(5)(2.)/(3c) z V J
CO INVERTERS COMBINER PANEL AWG#1 O 1 6 0.8 USE-2/PV Wire AWG#8 1 BARE CU FREE AIR I.. 55QC 0.84 I I O FT 0.8% U Q
OR EMT Ln
PANEL AC DISCONNECT AWG#6 1 3 1 THWN-2 AWG#8 1 THWN-2 CU PVC I,, 45QC 0.95 50 FT 0.9% Ln
3 AC DISCONNECT MAIN PANEL AWG#6 1 3 1 THWN-2 AWG#8 1 THWN-2 CU PVC I., 459C 0.95 10 FT 0.2%
ELECTRICAL NOTES SHEET NAME
CALCULATIONS FOR CURRENT CARRYING CONDUCTORS
1.)ALL EQUIPMENT TO'BE LISTED BY UL OR OTHER NKTL,AND LABELED FOR ITS APPLICATION: #I PV Source Circuit Wire Ampaaty Calculation CONFIGURATION
2.)ALL CONDUCTORS SHALL BE COPPER, RATED FOR 600 V AND 90QC WET ENVIRONMENT. [NEC 690.8(5)(1)]: (I5c)'(#of strin s)"(1.56) = 19.GG A 3-LINE DIA
3.)WIRING, CONDUIT,AND RACEWAYS MOUNTED ON,ROOFTOPS SHALL BE ROUTED DIRECTLY 9 Modules per Strm9 13,MAX.
AWG#10, ampacity'Temp Derate= 26.88 A
TO,AND LOCATED AS CL05E AS P055115LE TO-THE NEAREST RIDGE, HIP,OR VALLEY. Modules per Inverter I
4.)WORKING CLEARANCES AROUND ALL NEW AND EXISTING ELECTRICAL EQUIPMENT SHALL 26.88 A> 19.6G A,therefore DC wire size is valid.
COMPLY WITH NEC 110.26. #2 Inverter Output Wire Ampacity Calculation Number of Inverters 37
5.)DRAWINGS INDICATE THE GENERAL ARRANGEMENT OF SYSTEMS. CONTRACTOR SHALL Inverter Max Amperage output' (1.25)= 55.96 A Record low temp -109C
FURNISH ALL NECESSARY OUTLETS, SUPPORTS, FITTINGS AND ACE550RIE5 TO FULFILL AWG#G,ampacity'(Temp Derate)'(Conduit Fill Derate),= 71-25 A Voc Temp Coefficient -0.24%/QC DRAWING SCALE
APPLICABLE CODES AND STANDARDS. 71.25 A> 55.96 A, therefore AC wire size is valid. DC SYSTEM SPECIFICATIONS CALCULATIONS
6.)WHERE SIZES OF JUNCTION BOXES, RACEWAYS,AND CONDUITS ARE NOT SPECIFIED, #3 Inverter Output Wire Ampaaty Calculation O eratinCurrent 10.8 A =(#of strip s)'(Im ) N T Cj
THE CONTRACTOR SHALL SIZE THEM ACCORDINGLY. Inverter Max Amperage output' (1.25)= 55.96 A O eratin Voltage 37.l3 V =(#modules in sITIF) '(Vin j ' `I I ✓✓
7.)ALL WIRE TERMINATION5 SHALL BE APPROPRIATELY LABELED AND READILY VISIBLE. AWG#G, ampacity"(Temp Derate)'(Conduit Fill Derate) = 71.25 A Max.System Volta e = #modules In series)'[(((-#:##%V/QC'.O))*(Lo Tem ##4C-25))'(Voc))+(Voc)]
8.)MODULE GROUNDING CLIPS TO BE INSTALLED BETWEEN MODULE FRAME AND MODULE 71.25 A> 55.96 A,therefore AC wire size Is valid. Y g 49.6 V ( p
SUPPORT RAIL, PER THE GROUNDING CLIP MANUFACTURER'S INSTRUCTION. Short Circuit Current 13.9 A ='(#of strih s)'(I5c)'(1.25)per Art. 690.8(A)(1)
9.)MODULE SUPPORT RAIL TO BE BONDED TO CONTINUOUS COPPER G.E.C. VIA WEER LUG AC SYSTEM SPECIFICATIONS 5HEET NUMBER
OR I1-5CO GBL-4DBT LAY-IN LUG. Max AC Output Current 55.96 A
OR \ /
10.)THE POLARITY OF THE GROUNDED CONDUCTORS 15(positive/negative) O eratin AC Volta Q
e 240 V I �/ -
10.)THE DC SIDE OF THE PV SYSTEM 15 UNGROUNDED AND SHALL COMPLY WITH NEC 690.3'5. TAX MAP: 1000094000 100008000
Zoho Sign Document ID:1 BPHN1 FQGZ1 EN4Z9TBtJMGDWG6DJVMDYTHFLXHKH-JCC
SERVICE METEROI O DIDRAFTIN BY:
INSTALLATION NOTE ELEMENT L
REVIEW BY J.M.NABCEP CERTIFIE
® � PHOTOVOLTAIC PHOTOVOLTAIC SYSTEM ( 1 ) ALL LABEL SHALL BE I N5TALLED IN 051 1 1 2-1 29
SOLAR BREAKERDC DISCONNECT ACCORDANCE WITH THE 2017 NEC
O8 •' ' DA REQUIREMENTS. i�visio•• •� DESCRIPTION DATE REV
MAX SYSTEM •ATING ' (2) ALL LOCATIONS ARE APPROXIMATE AND ORIGINAL 02.03.2022
SOLAR AC LOAD CENTER - OUTSIDE r DO NOT Pa=TETMS SHORT CIRCUIT CURRENT A REQUIRE FIELD VERIFICATION.
(3) LABEL5, WARNING(5) AND MARKING
O TURN RAPID SHUTDOWN SWITCH TO Og SHALL BE IN ACCORDANCE WITH NEC
THE'OFF'POSITION TO SHUT DOWN I 10.21 (B).
I PVSYSTEMANDREDUCE p
SHOCK HAZARD IN THE ARRAY ° AC DISCONNECT CAUTION (4) THE MATERIAL USED FOR MARKING
v mncssERWMEauRCESWMm
MOM DZ=WCMU=7OUIOMI °'S`H'""" MUST BE WEATHER RESISTANT, IN
SOLAR AC LOAD CENTER - INSIDE 1� COMPLIANCE WITH NEC 1 10.2 I (B)(3). CONTRACTOR
(5) THE PV SYSTEM CIRCUIT CONDUCTORS
® OO ® 1 I w_Y SHALL BE LABELED INSTALLED IN ELEMENT ENERGY, LLC.
THIS EOUIPMENTFED BYMULTiPLE DUAL POWER SUPPLY 7470 SOUND AVE
SOURCES.TOTALRATINGOFALL �� COMPLIANCE WITH NEC 690.3 1 .
OVERRCURREWDEVICES,EXCWDINc souRCES:UTILmrGRID MATTITUCK, NY 1 195
I=SUPPLYOVERCURRENT AND PV SOLAR LICENSE # 43889-H
DEVICE SHALL NDTEXCEED w ELECTRIC SYSTEM LICENSE # 52689-ME
CONDUIT - INSIDE BUILDING AMPACITYOFBUSBAR
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THIS SERVICE METER
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BINER PROJECT NAME
PIS ALSO SERVED BY AELECTRIC SHOCK HAZARD PHOTOVOLTAIC SYSTEM
TERMNALSONTHEUNEAND IL.J
LOAD SIDES MAY BE ENERGIZED , _- -.--_-.-_- .-._-_._._ '_IN THE OPEN POSITION .® ! N
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SHEET NUMBER
PV-6
TAX MAP: 1000094000100008000
`Town of Southold January 15th, 2024
Building Department
Town Hall Annex
54375 Main Road
P.O. Box 1179
Southold, New York 11971-0959
Subject: Roof Mounted Solar Panels at the Fenster Residence, 955 Soundview Ave. Mattituck
NY 11952
To Town of Southold:
I hereby affirm that, following a comprehensive professional evaluation, the plans for the
installation of the Battery Energy Storage System (BESS) and its associated fire-rated
enclosure comply with the 2020 Residential Code of New York State, the 2020 Building Code of
New York State, the 2020 Fire Code of New York State, the 2017 National Electric Code, ASCE
7-16, and other relevant industry standards and regulations. This certification is provided in strict
adherence to the governing regulations and standards applicable to such installations.
The mounting locations and methods detailed in the submitted plans have undergone thorough
scrutiny and are confirmed to align with the requisite codes and standards. The proposed
BESS, utilizing Lithium Iron Phosphate technology, adheres to UL9540A standards, ensuring it
does not exhibit thermal runaway. Furthermore, the enclosure is meticulously designed to be
fire-resistant in accordance with R327 of the NYS Building Code.
In my professional opinion, derived from the site inspection and detailed analysis, the proposed
BESS and the accompanying enclosure system demonstrate structural adequacy to withstand
the reactions associated with the BESS.
Please contact me if you have any questions or comments about the above.
cer ,
James ee ski, PE NEW y
260 Deer Drive �' `� J EERk 0'Q,�
Mattituck, NY 11 '52
631-774-7355 x
c2 .F.J
072 Z
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�'II,'`"? G��G550�S 7 r'3
SCOPE Of WORK DESIGN$DRAFTING BY:
ELEMENT ENERGY LLC
TO INSTALL A 10 KW BATTERY ENERGY STORAGE SYSTEM AT FENSTER RESIDENCE, REVIEW BY J.M.NABCEP CERTIFIE
LOCATED AT 955 5OUNDVIEW AVE, MATTITUCK, NY 1 1952. c Aj 05,1 112-129
THI5 BATTERY ENERGY STORAGE SYSTEM WILL BE INTERCONNECTED WITH THE UTILITY GRID / ;r.
THROUGH THE EXISTING ELECTRICAL SERVICE EQUIPMENT. `
;j REVISIONS
VDESCRIPTION DATE 'REV
SYSTEM RATING ' l"`� AA
t ORIGINAL 1/8/2024
10 kW AC STC �, �e ( � + i ��„_. r.=•
APPOOW� AS 'NOTED
EQUIPMENT SUMMARYtea'
DATE!/-';*-;- B.P.# ZIP3�
I UNIT OF SONNEN CORE 10 BATTERY ENERGY STORAGEi !
ron Pier
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/ �� P �MattitLtck.- -
FEE BY: I r
NOTIFY BUILDING DEPARTMENTAT Beach. _
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SHEET INDEX sQ ,aAv
631 765-1802 8AM TO 4PM FOR THE coNTRAcroR
= : .
FOLLOWING INSPECTIONS: %'`f ELEMENT ENERGY, LLC.
PV-I COVER `%'
PV-2 51TE PLAN 1. FOUNDATION-TWO REOUIRED � ;-� i'i', 7470 SOUND AVE
PV-3 FLOOR PLAN FOR POURED CONCRETE ' IMATTITUCK, NY 1 195
PV-4 ELECTRICAL DIAGRAM 2 ROUGH-FRAMING&PLUMBING PROJ ECT LOCATION LICENSE # G74G I-HI
3. INSULATION LICENSE # 52G89-ME
4. FINAL-CONSTRUCTION MUST
GOVERNING CODES BE COMPLETE FOR C.O.
ALL CONSTRUCTION SHALL MEET THE
2017 NATIONAL ELECTRICAL CODE. REDUIREMENTSOFTHEC0DES OF NEIN
2020 RESIDENTIAL CODE OF NEW YORK STATE.
2020 BUILDING CODE OF NEW YORK STATE. YORK STATE. NOT RESPONSIBLE FOR
2020 FIRE CODE OF NEW YORK STATE. DESIGN OR CONSTRUCTON ERRORS
ASCE 7-1 G AND NFPA-70.
UNDERWRITERS LA5ORATORIE5(UL)STANDARDS
05HA 29 CFR 1910.269
GENERAL NOTES
PROJECT NAME
1. CONTRACTOR SHALL CHECK AND VERIFY ALL CONDITIONS AT IO W ; N
THE SITE PRIOR TO STARTING TO WORK AND SHALL FAMILIARIZE 'L U Q
HIMSELF WITH THE INTENT OF THESE PLANS AND MAKE WORK Z
AGREE THE SAME. AERIAL VIEW E U-3 W
2. CONTRACTOR OR OWNER SHALL OBTAIN ALL REQUIRED >- _
APPROVALS, PERMITS, CERTIFICATES OF OCCUPANCY, 10. CONTRACTOR TO EFFECT AND MAINTAIN INSURANCE, I.E. TOWN COMMENTS AND APPROVAL STAMP >--
INSPECTION APPROVALS, ETC., FOR WORK PERFORMED FROM CONTRACTOR'S LIABILITY, WORKMAN'S COMPENSATION, g W C Z
AGENCIES HAVING JURISDICTION THEREOF, IF REQUIRED. COMPLETED OPERATION, ETC. ADEQUATE FOR THE PURPOSES O z 'Z3. ALL WORK SHALL CONFORM TO CONSTRUCTION CODE AND
ALL RULES AND REGULATIONS OF THE RESPONSIBLE
OF THIS PROJECT AND FURNISH PROOF OF SAME PRIOR TO
COMMENCING WITH WORK. A11�E N D M
END --- ,NT o w w o
JURISDICTION. F-
4. IF IN THE COURSE OF CONSTRUCTION A CONDITION EXISTS I 1 . EACH SUBCONTRACTOR SHALL BE RESPONSIBLE FOR / O (f�
MAINTAINING SAFETY ON THE JOB SITE DURING THE � (P I � LnWHICH DISAGREES WITH THAT AS INDICATED ON THESE PLANS, 0 z
OP WORK AND NOTIFY THE CONSTRUCTION PHASE TO COMPLY WITH THE REGULATIONS D-/ W IP Q
THE CONTRACTOR SHALL ST
ENGINEER. SHOULD HE FAIL O FOLLOW THIS PROCEDURE AND AND REQUIREMENTS OF THE OCCUPATIONAL SAFETY AND 1 LL n
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 0 NEW Y SHEET NAME
5. ALL STRUCTURAL STEEL SHALL BE A-3G AND SHALL BE �C.
SCAFFOLDING, STAIRS, ETC.. AS WELL AS PERMANENT � J E- O� COVER
FABRICATED AND INSTALLED AS PER LATEST A.I.S.0 •� /r
CONSTRUCTION. g
SPECIFICATIONS. ! OiP�
12. FIGURED DIMENSIONS SHALL GOVERN. DO NOT SCALE
G. ALL ELECTRICAL WORK SHALL BE BOARD OF FIRE
DRAWINGS, WHERE DIMENSIONS ARE ESTABLISHED BY EXISTING
UNDERWRITERS APPROVED AND IN ACCORDANCE WITH N.E.C. t
CONDITIONS. EACH CONTRACTOR SHALL VERIFY EXISTING w
NYS CODES*REGULATIONS n ;
CONDITIONS PRIOR TO ORDERING MATERIALS AND Cr
7. ANY DEVIATION FROM THESE PLANS WITHOUT THE WRITTEN
COMMENCING WITH WORK.
CONSENT OF THE ENGINEER WILL NEGATE THE ENGINEERS DRAWING DRAWING SCALE
13. CONTRACTOR TO REMOVE ALL DEBRIS CREATED BY THIS O 25
HE
ESE DRAWINGS AS
CERTIFICATION. TN5TRUCMENT5 OF SERVICE ARE AND WORK FROM THE 51TE AND DISPOSE OF IN A LEGAL MANNER ON AROFESSI �Qv
SHALL REMAIN THE PROPERTY OF THE ENGINEER WHETHER THE A WEEKLY BASIS OR SOONER IF CONDITIONS WARRANT. N .T.5.
PROJECT FOR WHICH THEY ARE MADE IS EXECUTED OR NOT. 14. AT THE COMPLETION OF WORK,THE SITE TO BE CLEARED
THEY ARE NOT TO BE USED ON ANY OTHER PROJECTS OR OF ALL DEBRIS AND EXCESS MATERIALS.THE FACILITY IS TO BE
EXTENSIONS TO THI5 PROJECT LEFT BROOM CLEAN AND WORK IS TO BE COMPLETED TO THE SHEET NUMBER
9. CONTRACTOR SHALL PROTECT, PATCH AND REPAIR ALL TOTAL SATISFACTION OF THE OWNER PRIOR TO RELEASE OF
EXISTING WORK ADJACENT TO HIS WORK, OR DAMAGED AS FINAL PAYMENT. PV- I
RESULT OF HIS WORK.
TAX MAP: 1000094000100008000
t
f
LEGEND
nI TAX MAP: 1000094000 100008000 DESIGN 4 DRAFTING BY:
EXISTING UTILITY METER '• ZONE VE ELEMENT ENERGY LLC
MAIN SESERVICE (EL. I G)CE PANEL Qo REVIEW BY J.M.NABCEPCEP.TIFIE
NEW PV SUB-PANELS 051112-129
A/C DISCONNECT
COMBINER
W
INVERTERS
ELECTRODE ^V 270 Q _
REV15I0N5
ME Qo PL pD ZONE UNE DE5CRIPiION DATE REV
PV MODULE r--240° ®r,
9 E �� ORIGINAL 1/3/2024
1
—RACKING RAIL 7200
o _
O ATTACHMENT POINT 'Q,8 o150o — —
---RAFTERS Q — LINE
S � ��� Cpp,S'fAL EROSION HAZA� I
-*—ROOF PITCH ANGLE _
F-9SUNRUN METER
NVENT ZONE X
PLUMBING VENT
OROPOSED
BATTERY ENERGY
®SKY LIGHT STORAGE SYSTEM
IN BASEMENT NEXT CONTRACTOR
®CHIMNEY TO EXISTING MAIN
MMPOSITE SHINGLES ELECTRIC PANEL ELEMENT ENERGY, LLC.
D CONDITION
POTENTIAL SHADING ISSUES 7470 SOUND AVE
TRIM/REMOVE AS NECESSARY MATTITUCK, NY 1 1552
ROPERTY LINE LICENSE # G74G I-HI
LICENSE# 52G89-ME
EXISTING DECK
15TI G
DECK N BASEMENT LEVEL
14'X .5'+/-
5CREEN PORCH
PROJECT NAME
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CONSTRUCTION NOTES ARO �P 1 /611 = I 1_01
1.) ALL EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE WITH THE
MANUFACTURER'S INSTALLATION INSTRUCTIONS.
2.) ALL OUTDOOR EQUIPMENT SHALL BE RAINTIGHT WITH MINIMUM NEMA 3R RATING. SHEET NUMBER
3.) ALL LOCATIONS ARE APPROXIMATE AND REQUIRE FIELD VERIFICATION. - PV-2
4.)WALLS AND CEILING INSIDE THE BATTERY ENCLOSURE SHALL BE LMINATED WITH 5/8"TYPE X SHEETROCK OR EQUIVALENT
5.)THE DOOR OF THE BATTERY ENCLOSURE SHALL BE 3G"WIDE MINIUMUM 20 MINUTE FIRE RATED DOOR.
CON5TRUCTION NOTES CONSTRUCTION SUMMARY
DESIGN 4 DRAFTING BY:
1.) ALL EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE (1) UNIT OF 5ONNEN SONNENCORE 10 KWH BATTERY ELEMENT ENERGY LLC
WITH THE MANUFACTURERS INSTALLATION INSTRUCTIONS. (DIMENSIONS: 27"X G5.5"X 14") IN FIRE RATED ROOM REVIEW BY J.M.NABCEPCERTIPIE
2.) ALL OUTDOOR EQUIPMENT SHALL BE RAINTIGHT WITH 051 1 1 2-1 29
MINIMUM NEMA 3R RATING.
3.)ALL LOCATIONS ARE APPROXIMATE AND REQUIRE FEV1510N5
FIELD VERIFICATION. DESCR1Pi10N DATE -REV
4.) CONDUIT RUN/RACEWAY FOR BATTERY ENERGY ORIGINAL . 1/8/2024
STORAGE SYSTEM (BESS)SHALL BE LOCATED WITHIN FIRE
RATED ROOM. THE CONDUIT/WIRE RUNS TO THE EXISTING
MAIN SERVICE PANEL AND TO THE PLP IN PVC CONDUIT
BEHIND THE EXISTING BASEMENT SHEETROCK AND THEY
SHALL BE LOCATED INDOORS.
5.) DESS ENCLOSURE DOOR SHALL BE 30"WIDE MININUM
20 MINUTE FIRE RATED EGRESS DOOR OR EQUIVALENT.
G.)THIS BESS IS TO BE INSTALLED INSIDE OF BASEMENT.
7.) EXISTING WALLS AND CEILINGS SHALL BE LAMINATED
WITH 5/8"TYPE X SHEETROCK. EX15T1 NG BA5EM ENT WALL
8.)THIS SYSTEM 15 COMPLIANT WITH THE SECTION 8327 CONTRACTOR
OF THE INTERNATIONAL RESIDENTIAL CODE, AS AMENDED X15TING MAIN ELECTRIC PANEL, RECE55ED ELEMENT ENERGY, LLC.
BY THE NEW YORK STATE UNIFORM CODE. 1 ) 50NNEN 50NNENCORE I OKW BESS UNIT 7470 5OUND AVE
55ENTIAL LOAD PANEL MATTITUCK, NY 1 195
FOR BATTERY BACKUP LICENSE # G74G I-Ml
LICENSE # 52089-ME
3'-2" 3" X 3" STEEL STUD WALL TYP.
5/811 TYPE X GYPSUM BOARD OR EQUIVALENT
2'
2,_3„
PROJECT NAME
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MAIN SERVICE PANEL
NEW PV SUB-PANELS
A/C DISCONNECT
COMBINER SHEET NAME
` O NElvr, INVERTERS
45 GND ELECTRODE PV LAYOUT
Y O PV MODULE
RACIONG RAIL
r• t,= W 0 ATTACHMENT POINT
m ---RAFTERS DRAWING SCALE
O0 �li� -*-ROOF PITCH ANGLE
Q ARO�,S 1ONPV ffl SUNRUN METER /411 11-01
®VENT
[BA5EMENT PLAN FOR BE55 AND FIRE RATED ENCLOSURE] 0PLUMBING VENT
®SKY LIGHT SHEET NUMBER
®CHIMNEYCOMPOSITE V-
GOOD CONDITIONS
TAX MAP: 1000094000100008000POTENTIAL SHADING ISSUES
OTRIM/REMOVE AS NECESSAR
TO GRID DESIGN 6 DRAFTING BY:
N ELEMENT ENERGY LLC
REVIEW BY J.M.NA6CEP CEP.TIFIE
0. 051 1 12-129
M / REVISIONS
W270 DESCRIPTION DATE i REV
240 p 90
0 ORIGINAL I/8/2024
o D 120o
18°01500
AWG #8 AWG #8 S
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CONTRACTOR
-,L — — ELEMENT ENERGY, LLC.
Controls. �' 7470 SOUND AVE
MATTITUCK, NY 1 1952
INV. LICENSE # G74G 1-til
III — LICENSE # 52689-ME
40 A EXISTING PV SYSTEM
IL Lo o (1 3) ENPHASE IQ7+ INVERTERS
(13) QCELL Q.PEAK DUO BLK ML-G 10+ 400W
MAIN PANEL I 20 A CT ( 1 )I `�
5M40) I / • • • /
PROJECT NAME
LLJ
PROTECTED I 2 z Q
LOADS PANEL(PLPLU)
I N W
GEHERAONOTES L- - -- -- - - ----- - W
1.)THE BESS PROVIDES MONITORING AND BALANCING CELL LU Q Z
VOLTAGES,CURRENTS, 5M4(I) PV PANE PV PANE go a/ Z '
AND TEMPERATURES WITHIN THE MANUFACTURER'S SPECIFICATION
THROUGH WEB AND MOBILE APPLICATIONS. U
2.)THE HEAT DETECTOR OR HEAT ALARM SHALL BE INSTALLED ANDtu
INTERCONNECTED WITH SMOKE ALARM AND THE BE55 SYSTEM (1) UNIT OF SONNEN (f) �—
SMALL TRANSMIT AN ALARM SIGNAL VIA MOBILE PORTAL OR THE SONNENCORE 10 � (�
SMOKE AND/OR HEAT ALARM/DETECTOR IF POTENTIALLY BATTERY ENERGY 0 z Q
HAZARDOU5 TEMPERATURES OR OTHER CONDITIONS SUCH AS STORAGE SYSTEM CZ LL-
DETECTED. <
SHORT CIRCUITS,OVER VOLTAGE OR UNDER VOLTAGE ARE
DETECTED.
ELECTRICAL NOTES F NSW y SHEET NAME
CALCULATIONS FOR CURRENT CARRYING CONDUCTORS O
1.)ALL EQUIPMENT TO BE LISTED BY UL OR OTHER NRTL,AND LABELED FOR ITS APPLICATION. #I PV Source Circuit Wire Ampacity Calculation CONFIGURATION !� 5 DE
2.)ALL CONDUCTORS SHALL BE COPPER, RATED FOR GOO V AND 90QC WET ENVIRONMENT. O 3 LINE DIA.
3.)WIRING,CONDUIT,AND RACEWAYS MOUNTED ON ROOFTOPS SHALL BE ROUTED DIRECTLY [NEC G90.8(B)(I)]: (Isc)'(#of strings)'(I.56) = 19.66 A Modules per String 13 MAX. f tS�
AWG#12,ampacity'Temp Derate= 20.I G A * '
TO,AND LOCATED AS CL05E AS POSSIBLE TO THE NEAREST RIDGE, HIP, OR VALLEY. 20.1 G A> 1 9.GG A,therefore AC wire size is valid. Modules per Inverter I
4.)WORKING CLEARANCES AROUND ALL NEW AND EXISTING ELECTRICAL EQUIPMENT SHALL Number of Inverters 3 _ LU
COMPLY WITH NEC 110.2G. #2 Inverter Output Wire Ampacity Calculation n �:
In Max Am era e output' (I.25)=45.375 A Record low tem LOQ �1 Z
5.)DRAWINGS INDICATE THE GENERAL ARRANGEMENT OF SYSTEMS.CONTRACTOR SHALL p g p p Z �
AWG#8,ampacity'(femp Derate)'(Conduit Fill Derate) = 52.25 A Voc Tem Coefficient -0.24%/QC �-u DRAWING 5CALE
FURNISH ALL NECESSARY OUTLETS,SUPPORTS, FITTINGS AND ACESSORIES TO FULFILL p
APPLICABLE CODES AND STANDARDS. 52.25 A>45.375 A,therefore AC wire size is valid. DC SYSTEM SPECIFICATIONS �� 0
72 OZ
G.)WHERE SIZES OF JUNCTION BOXES,RACEWAYS,AND CONDUITS ARE NOT SPECIFIED, #3 Inverter Output Wire Ampacity Calculation A� NPV I II _ I 1_01
THE CONTRACTOR SHALL SIZE THEM ACCORDINGLY. Inverter Max Amperage output' (I.25)=45.375 A Operatincl Current 10.8 A �Q
7.)ALL WIRE TERMINATIONS SHALL BE APPROPRIATELY LABELED AND READILY VISIBLE. AWG#G,ampacity'(femp Derate)'(Condult FIII Derate)= 71.25 A Operatinq Volta6le 37.4 V
8.)MODULE GROUNDING CLIPS TO BE INSTALLED BETWEEN MODULE FRAME AND MODULE 71.25 A>45.375 A,therefore AC wire size Is valid. Max.System Voltage 49.G V
SUPPORT RAIL, PER THE GROUNDING CLIP MANUFACTURERS INSTRUCTION. Short Circuit Current 14.0 A
9.)MODULE SUPPORT RAIL TO BE BONDED TO CONTINUOUS COPPER G.E.C.VIA WEER LUG AC SYSTEM SPECIFICATIONS SHEET NUMBER
OR IL5CO GBL-4DBT LAY-IN LUG. Max AG Output Current 45.375 A
OR P\/ /�
10.)THE POLARITY OF THE GROUNDED CONDUCTORS 15(positive/negative) O eratin AC Volta e 240 V 1 V —'�f
10.)THE DC SIDE OF THE PV SYSTEM 15 UNGROUNDED AND SHALL COMPLY WITH NEC 690.35. TAX MAP: 1 000094000 100008000
1 1.)THE INSTALLATION COMPLIES WITH P327 ENERGY STORAGE SYSTEMS.