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F DISTRICTS COVER T01 0
oil COUNTY:ST LUCIE COUNTY
_ JURISDICTION:ST.LUCIE COUNTY LAYOUT S01
{J FIRE SAFETY SF01 °
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w• DESIGN SPECS
Ariglevi _ t: WIND EXPOSURE:B ATTACHMENT PLAN SP01-SPxx
WIND SPEED (MPH): 160 0
SNOW LOAD (PSF):0 ATTACHMENT DETAIL SA01-SAxx
' STRUC DATASHEETS SD01-SDxx
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BUILDING:FBC 2020/ASCE 7-16 LINE DIAGRAM E01
ELECTRICAL: NEC 2017
a.qfi ■ t o - �� ' FIRE: FFPC 2020/NFPA 2018 LABELS EL01 j
° o �° '� ELEC DATASHEETS ED01-EDxx
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} SIZE (KWDC):9.52
#PANELS:28 c�
PANEL: BLK-G6340
■ f ■ - 1:: INVERTER(S):SE760OH-US a
t VOLTAGE(V):240
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JIMMIE NETTLES CONTRACTOR: I-EC13008840 I PNSGIiTf DATE BY VER DESCRIPTION T01 0
F SOLAR SUN LLC NO906 5 Q
'• =: 07.27.21 RG 01 INITIAL DESIGN
'v='� ■ ;* .*= Ryan S Gittens PAPER:
2464 IROQUOIS AVE, FORT PIERCE, FL 34946, USA + 6120 CENTRAL AVE, ECUIP ENGINEERING `' STATE OF :`� 2021.07.27 10:
ST.PETERSBURG FL 33707 'P°�F;`•�R!ePG�°` 28:27-04'00' ARCHB
SQlarSun 3140 W KENNEDY BLVD SONI EN .`
#106,TAMPA FL 33609 ...........
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PROJECT ID:072721-MSS-NETTLES 727-888-6000 CA:33343 `f'RE°T 6S`°"Nps`A NTS
1 2 3 4 5 6 7 8 9
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FINAL PLACEMENT OF PANELS TO BE DETERMINED BY SUPPORT PM -POWER METER ® -OTHER
A �ry smym PLACEMENT AND UNIDENTIFIED OBSTRUCTIONS WHILE KEEPING
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MATERIAL:METAL
SHAPE:HIP p
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RAIL:(190')IRONRIDGE-XR100
MAX POINT DEADLOAD:28 Ibs g
0 0 MAX ANCHOR LOAD:-332 Ibf =
MIN SAFETY FACTOR:4.68
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C 17' 0 0 58.75' RAFTER/TRUSS SIZE:MIN 2X4 0
RAFTER/TRUSS SPACING:24"OC v
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MODULES:(28)BLK-G6340 0
ARRAY AREA:539 SQFT 0
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I� SYSTEM SUMMARY
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GENERAL o
0 1.1 EXISTING VENTS,SKYLIGHTS OR EXHAUST OUTLETS Q
SHALL NOT BE COVERED BY THE SOLAR PV SYSTEM.
1.2 MODULES SHALL NOT OVERHANG ANY RIDGE, HIP OR 0
D ROOF EDGE.
0 1.3 CONTRACTOR SHALL NOTIFY ENGINEER/DESIGNER OF °
22.5' ANY CHANGES.
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AN ANALYSIS OF THE ROOF CONSTRUCTION AT THE Z
REFERENCED PROPERTY WAS DONE AND IT HAS BEENLu
MP DETERMINED THAT THE STRUCTURE IS ADEQUATE TO
INV ACD PM SUPPORT THE ADDITIONAL SOLAR PV LOAD.
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50.5' BASED ON OUR REVIEW,THE EXISTING MEMBERS COMPLY
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SUFFICIENT CAPACITY TO SUPPORT THE NEW LOADS
IMPOSED BY THE PROPOSED SOLAR ARRAY. 0
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0 1' 5' 10, THE SPECIFICATIONS SHOWN IN THIS CONSTRUCTION PLAN
WERE DESIGNED PER FBC 2020/ASCE 7-16 FOR A WIND SPEED
OF 160 MPH, EXPOSURE CATEGORY B FOR RISK CATEGORY II F
BUILDING WITH 0 PSF SNOW LOAD. o
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CERTIFICATION
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JIMMIE NETTLES CONTRACTOR: I-EC13008840 I PNSGITTf DATE BY VIER DESCRIPTION Sol
F SOLAR SUN LLC 07.27.21 RG 01 INITIAL DESIGN Q
No 90605
■ _' .*= Ryan S Gittens PAPER:
2464 IROQUOIS AVE, FORT PIERCE, FL 34946, USA 6120 CENTRAL AVE, ECUIP ENGINEERING srAreoF :`� 2021.07.27 10:
Po.•, ARCHB
ST.PETERSBURG FL 33707 3140 W KENNEDY BLVD -,FSs OR10NG,?' 28:38-04'00'
So arSlJn ONAIF,,.
#106,TAMPA FL 33609 ""'' SCALE:
PROJECT ID:072721-MSS-NETTLES 727-888-6000 CA:33343 CODE T111°1"PN"°°pVASEN NTS
1 2 3 4 5 6 7 8 9
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NFPA 1 11.12.2.2.2 FOR RESIDENTIAL HOMES
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fo 5 .1 PATHWAYS:
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ROOF PLANES FROM GUTTER TO RIDGE, SHALL BE
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270 9° PROVIDED ON THE STREET OR DRIVEWAY SIDE OF THE
ROOF. FOR EACH ROOF PLANE WITH A PV ARRAY, A 361N W
WIDE PATHWAY FROM GUTTER TO RIDGE SHALL BE 0
PROVIDED ON THE SAME ROOF PLANE OR STRADDLING THE a
s �W SSE. SAME AND ADJACENT ROOF ADJACENT ROOF PLANES. zzo
=oss. s ,55 PATHWAYS SHALL BE LOCATED IN AREAS WITH MINIMAL u)
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30.5' MECHANICAL EQUIPMENT. a
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.2 33 PERCENT RULE: >
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B 0 3' FOR PV ARRAYS OCCUPYING UP TO 33 PERCENT OF THE o
T PLAN VIEW ROOF AREA, A MINIMUM 181N PATHWAY SHALL
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BE PROVIDED ON EITHER SIDE OF A HORIZONTAL RIDGE. m
FOR PV ARRAYS OCCUPYING MORE THAN 33 PWECENT OF N
THE PLAN VIEW AREA, A MINIMUM OF 36IN PATHWAY SHALL m
BE PROVIDED ON EITHER SIDE OF A HORIZONTAL RIDGE.
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JIMMIE NETTLES CONTRACTOR: I-EC13008840 I , PjSG, :.,, DATE BY VER DESCRIPTION SF01
F SOLAR SUN LLC N.9060S °c 07.27.21 RG 01 INITIAL DESIGN Q
!wl'v=1�dw ■ _' .*= Ryan S Gittens PAPER:
2464 IROQUOIS AVE, FORT PIERCE, FL 34946, USA + 6120 CENTRAL AVE, ECUIP ENGINEERING srAreoF :`� 2021.07.27 10:
Po.• ARCHB
ST.PETERSBURG FL 33707 -,FSs OR10NG,?' 28:50-04'00'
SolarSun 3140 W KENNEDY BLVD ONAIF,,.
#106,TAMPA FL 33609 ""'' SCALE:
PROJECT ID:072721-MSS-NETTLES 727-888-6000 CA:33343 Pa,E°T N°°A^sE NTS
1 2 3 4 5 6 7 8 9
1=J ECUIP ENGINEERING
ANCHORAGE ARRAY DEAD LOAD CALC FLUSH MOUNTED PANELS ON ANY ROOF ZONES
SUPPORT ZONE MODULE: (28)BLK-G6340 LOADS: CRITERIA: VELOCITY PRESSURE qh=0.00256*Kz*Kzt*Kd*Ke*VA2=32(lb/sgft) f0:1'(Flat)
ATTACHMENT! PRESSURE(PSF) TOTAL AREA: 539.44 SQFT Panel=40lbs Panels parallel to roof surface(within 2 deg) Where Kz=0.57,Kzt=1,Kd=0.85,Ke=1,V=160 f1:1(Flat)
UPLIFT FORCE(LBF) HARDWARE Anchors=1.2lbs Max height of panel above roof,h1&h2 OF 10" f2:2(Flat)
ANCHOR Rail=0.721bs/ft Min panel gap of 0.25" EXT PRESSURE COEFFICIENT,GCp: f3:3(Flat)
RAIL: 190'IRONRIDGE-XR100 GC varies per roof&zone,30.3-2A-1 to 30.3.7:Aeff=4.82 s ft
12 PANEL ID ATTACHMENT: 50 S5!-S-5-N Misc=1.6lbs/panel Min edge distance 2*h2 P P q g1:1(Gable)
RAIL ( ) Max panel chord length of 6.7' EXPOSURE FACTOR,YE: g2e:2e(Gable)
ANCHORAGE: RIB/SEAM DEADLOAD PER ROW,Fdr:
A Fdr=(Ibs/panel*#panels/row)+ UPLIFT ON ONE PANEL,Fup=P*A(Ibf) YE=1.5 for uplift loads on panels that are exposed and within a distance g2n:2n(Gable)
FRAMING g2r:2r(Gable)
CANTILEVER IN (Ibs/ft-rail*ft-rail/row*2+ Per ASCE 2.4,26.10.2&29.4.4 1.5Lp from the end of a row at an exposed edge of the array;YE=1.0 m
( ) SIZE: MIN.2X4 ) g3r:3r(Gable) z
(Ibs/anchor*#anchors/row)+ P=pasd=0.6*p=0.6*qh*(GCp)*(YE)*(Ya),A=load area elsewhere for uplift loads and for all downward loads,as illustrated in Fig. 3e:3e Gable O
SPACING: 24"OC misc-Ibs/anel*# anels/row (Ibf) 29.4-7.A panel is defined as exposed if d1 to the roof edge>0.5h and g i )
( P P ) UPLIFT PER ROW,Fur=SUM Fu 0:Fu n Ibf P P 9 h1:1(Hip) LD
ROOF ( PO last (Ibf) one of the following applies:1.d1 to the adjacent array>max 4h2,4 ft h2r.2r 0
DIST DEADLOAD,Fdd: Where Fup(0):Fup(n)=loads from first to last panel in row 9 PP 1 Y ( (HIP) U
MEAN HEIGHT: 15' ( P P )(psf) (1.2m)or 2.d2 to the next adjacent panel>max(4h2,4 ft(1.2m).Per h2e:2e(Hip) w
MATERIAL: METAL 16"OC RIBS/SEAMS Fdd=Fdr/area/ anel*#anels/row UPLIFT PER ANCHOR,Fua=Fur/#ANCHORS/ROW Ib h3:3 Hi
( ) ( )( SEAOC 5.3.3 2*h2 may be used instead of 1.SLp for flush mounted panels. (Hip) O
SHAPE: HIP DEADLOAD PER ANCHOR,Fda:
GEOGRAPHY Fda=Fdr/(#anchors/row)(Ibs) LOAD PER ANCHOR,Fa=0.6*Fda+Fua(Ibf) PRESSURE EQUALIZATION FACTOR,Ya: o
EXPOSED NONEXPOSED Ya is given as 0.7 per SEAOC 5.3.5 with h2=6"&panel gap=0.37" 0
EXPOSURE CAT: B SAFETY FACTOR,SF=Ftesf/Fa z
WIND SPEED: 160 MPH
SNOW LOAD: 0 LBS w
LEGEND PARAMETERS LOAD CALCS PER ASCE 7-16&SEAOC PV2-2017
Z:h1 Z:h1 Z:h1 Z:h1 Z:h1 Z:h1 Z:h1 Z:h1 Z:h1 Z:h1
ROW:0(2 MODS) P:-36 psf P:-36 psf ROW:1 (8 MODS) P:-24 psf P:-24 psf P:-24 psf P:-24 psf P:-24 psf P:-24 psf P:-24 psf P:-24 psf >
NOM SPAN:48' Fdp:-6911 Ibf I Fup:f694 Ibf I NOM SPAN:48" I Fup!-462lbf Itup:-462 Ibf1 Fud:-46J Ibf Pup:-462 Ibf Fub:-461 Ibf Fup:J1462 A Fdp:-46t Ibf I Fup:f462 Ibf U
B MAX SPAN:48" I 1 MAX SPAN:48" 1 10 1 1 11 1 1 121 1 1113 1 1 141 1 115 1 1 1 d 1 17 1 1 1
MAX CANTILEVER:24" MAX CANTILEVER:24"
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UPLIFT/ROW,Fur:-1387 Ibf UPLIFT/ROW,Fur:-3700 Ibf w
#ANCHORS:4 I 2b.75' #ANCHORS:14 I 2)3.75"
LOAD/ANCHOR,Fa:-332 Ibf 1 1 LOAD/ANCHOR,Fa:-248 Ibf I I I I I I I I I I I I I I I I I I I I I u)
TEST LOAD/ANCHOR:-1554 Ibf TEST LOAD/ANCHOR:-1554 Ibf w
SF:4.68 I I SF:6.28 1 1 m
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DIST LOAD,Fdd:2.54 psf I I DIST LOAD,Fdd:2.52 psf I I I I I I I I I I I I I I I I I I I I I J
POINT LOAD,Fda:24.45 Ibs POINT LOAD,Fda:27.77 Ibs
ROOF PITCH:7-20 deg 1 1 ROOF PITCH:7-20 deg I I I I I I I I I I I I I I I I I I I I I z
PANEL TILT:0-2 deg I I I I I I I PANEL TILT:0-2 deg I I I I I I I I I I I I I I I I
Z:h1 Z:h1 Z:h1 Z:h1 Z:h1 Z:h1 Z:h1 Z:h1 Z:h1 Z:h1 Z:h1 Z:h1 Z:h1 Z:h1 Z:h1 Z:h1 Z:h1 Z:h1 J
ROW:2(7 MODS) P:-24 psf P:-24 psf P:-24 psf P:-24 psf P:-24 psf P:-24 psf P:-24 psf ROW:3(11 MODS) P:-24 psf P:-24 psf P:-24 psf P:-24 psf P:-24 psf P:-24 psf P:-24 psf P:-24 psf P:-24 psf P:-24 psf P:-24 psf ~
NOM SPAN:48" Oup:-462 Ibfl Fud:-46J lbf Pup:-k62 Ibf Fub:461 Ibf Fup:J462 A Flap:-4&Ibf I Fup:f462 Ibf I NOM SPAN:48" 1 Fup:1-462 Ibf Flap:-42 Ibf I Fup!-462Ibf Oup:42 Ibfl Fud:-46211bf Pup:-462 Ibf Fub:-461 Ibf IFup:1462 14 Fup:-4612 Ibf I Fup:1462 lk FAp:4d2 Ibf
MAX SPAN:48" 20 1 1 21 1 1 t2 1 1 231 1 124 1 1 2J 1 26 1 1 I MAX SPAN:48" 30 3 32 3 34 5 36 7 3 39 3 0 1 a
C MAX CANTILEVER:24" 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I MAX CANTILEVER:24° I I I I I I I I I I I I I I I I I I I I I I I I I I I I O
UPLIFT/ROW,Fur:-3237 Ibf UPLIFT/ROW,Fur:-5087 Ibf U
#ANCHORS:12 12b,75" #ANCHORS:20 ww I ww I I ww I I ww I I ww I I d. I I ww I I ww I I ww18"1 (6
LOAD/ANCHOR,Fa:-253 Ibf I I I I I I I I I I I I I I I I I I LOAD/ANCHOR,Fa:-238 Ibf I I I I I I I I I I I I I I I I I I I I I I I I I I I I J
TEST LOAD/ANCHOR:-1554 Ibf TEST LOAD/ANCHOR:-1554 IbfLL
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SF:6.15 I SF:6.52 I z
DIST LOAD,Fdd:2.52 psf I I I I I I I I I I I I I I I I I I DIST LOAD,Fdd:2.53 psf I I I I I I I I I I I I I I I I I I I I I I I I I I I I
POINT LOAD,Fda:28.32 Ibs POINT LOAD,Fda:26.77 Ibs
ROOF PITCH:7-20 deg I I I I I I I I I I I I I I I I I I ROOF PITCH:7-20 deg I I I I I I I I I I I I I I I I I I I I I I I I I I I I
PANEL TILT:0-2 deg I I I I I I I I I I I I I I I I I I I PANEL TILT:0-2 deg I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I >
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JIMMIE NETTLES CONTRACTOR: I EC13008840 N S GITTFA
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F SOLAR SUN LLC F ' 07.27.21 RG 01 INITIAL DESIGN a
No 90605
v=� ■ _* .*`_ Ryan S Gittens PAPER:
2464 IROQUOIS AVE, FORT PIERCE, FL 34946, USA + 6120 CENTRAL AVE, ECUIP ENGINEERING STATE OF �' 2021.07.27 10:
''P�.�S F<ORIOP G���` ARCH B
ST.PETERSBURG FL 33707 F •.......•' .` 29:01-04'00'
3140 W KENNEDY BLVD .,,/ONA�EN .`
Solar SCALE:
wE:lxu.. #106,TAMPA FL 33609 EEpR,DrSpsNop�ANpaFroD
PROJECT ID:072721-MSS-NETTLES 727 888 6000 CA:33343 NTS
1 2 3 4 5 6 7 8 9
IFJ ECUIP ENGINEERING
GENERAL
PV MODULE 1.1 DESIGNED PER FBC 2020/ASCE 7-16 MINIMUM DESIGN LOADS
FOR BUILDING AND OTHER STRUCTURES.
A RAIL 1.2 CONTRACTOR IS RESPONSIBLE FOR INSTALLING PV MODULES,
BOLT,3/8-16"X 1"HEX SS NUT, RACKING &RACKING SUPPORTS IN ACCORDANCE WITH THE U)
3/8-16" FLANGE SS MANUFACTURER INSTALLATION INSTRUCTIONS NOT SHOWN IN THIS o
M10 SETSCREW PLAN. ~
M8-1.25 SS HEX FLANGE BOLT ® 1.3 WITHDRAWAL VALUES GIVEN PER NDS 2015 BASED ON SG OF 0.5
METAL ROOF OR MANUFACTURER SUPPLIED 3RD PARTY UPLIFT TESTING REPORTS °
EZ CLAMP 24-GAUGE OR THICKER WITH APPLICABLE SAFETY FACTORS. o
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1.4 ALL PENETRATIONS SHALL BE FLASHED OR SEALED IN A
ROOF DECK MANNER THAT PREVENTS MOISTURE FROM ENTERING THE WALL AND
ROOF USING ASTM C920 COMPLAINT SEALANT IN PILOT HOLES AND a
AROUND FASTENERS. °
1.5 THE SUPPORTING ROOF STRUCTURE SHALL BE CONVENTIONAL
B EXISTING ROOF WOOD FRAMED CONSTRUCTION WITH PRE-ENGINEERED TRUSSES o
FASTENER OR ROOF FRAMING MEMBERS AT A SPACING OF 24 IN MAXIMUM ON
CENTER. m
1.6 EXISTING STRUCTURE IS ASSUMED TO BE IN COMPLIANCE WITH
APPLICABLE BUILDING CODES AT THE TIME OF CONSTRUCTION. m
1.7 CONTRACTOR SHALL NOTIFY ENGINEER OF ANY CONDITION
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SIDE VIEW SIDE VIEW IRONRIDGE XR-100 RAIL AND CLAMPS
BLK-G6340
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JIMMIE NETTLES CONTRACTOR: I-EC13008840 I ,,, PNSG, :.,, DATE BY VIER DESCRIPTION SA01
F SOLAR SUN LLC N.9060S °c 07.27.21 RG 01 INITIAL DESIGN Q
� ■ _' .*= Ryan S Gittens PAPER:
2464 IROQUOIS AVE, FORT PIERCE, FL 34946, USA + 6120 CENTRAL AVE, ECUIP ENGINEERING ITATe0F :`� 2021.07.27 10:
�/�/ Po.• ARCHB
ST.PETERSBURG FL 33707 Fs OR10NG,? 29:14-04'00'
SolarSun 3140 W KENNEDY BLVD ONAIF,,.
#106,TAMPA FL 33609 "" SCALE:
PROJECT ID:072721-MSS-NETTLES 727-888-6000 CA:33343 `EPR'`°T�-S-1 111 NTS
1 2 3 4 5 6 7 8 9
IFJ ECUIP ENGINEERING
The new and 0
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the hardware shown to the right.Each box also includes [39.9mm1 a
Clamp OL a bit tip fortightening setscrews using an electric screw o
gun.The 5-5-N is a structural aluminum attachment J
clamp,compatible with most common metal roofing
introduces - •
B improved materials(excluding copper).All included hardware is I-N
• 300 series stainless steel.Please visit www.S-S.com for
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design features an inn• more information including CAD details,metallurgical P m
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S-S!•holding strength is unmatched in the industry. o Ev m
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14 Cl) Fits Panels Up to .8211 � mm}
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best choice for snow • 20.1mm
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Angled setscrews easier InstallationSimplified:The5-5-Nisstilljustasquickandeasyto _
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• offers •Clamp t fit • simplifying tool removal once the setscrew has been tightened- —u ZO
the same profiles as the standard
requiredensuring the clamp sits straighter on the seam.Choose the S-5-N for
_ _ anon-penetrating solution that protects the roof while providingFits sam �
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setscrew • rib dimension0.79in �30.Om1'T1} Z
idealMini is • • • Structural aluminum 16 20.1mm
signs,
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dishes, • • protection corrosion resistance&E antennas,rooftop lighting,conduit, th
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condensate and other lighter Products are protected by multiple U.S.and foreign patents.Visit the website at www.5-5.com foe 10
design _ ompleteinformationon patentsand trademarks.For maximum holding.trength,setscrewsshauld 0
load applications* nsur-s straighter •• betensioned,nd re�tensionedas theseam materialcompra—s.Clampsetscrew tensionshauld be Z
verified using a calibrated torque wrench between 160 and 190 inch you ndswhen used on 22ga steel,
clamp position on •• and between 130and 150 Inch pounds foral l othermetals and thinner gauges ofsteel.Consu It the 5-51 K
website at www.5-S.com for published data regarding holding strength.Mini clamps are not compatible with,and should notbeused 00 0
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v=� ■ _* .*`_ Ryan S Gittens PAPER:
2464 IROQUOIS AVE, FORT PIERCE, FL 34946, USA + 6120 CENTRAL AVE, ECUIP ENGINEERING STATE OF �= 2021.07.27 10:
''P�.�S ARCH B
ST.PETERSBURG FL 33707 F •.......•' .` 29:28-04'00'
3140 W KENNEDY BLVD .�SipNAtEN��.`
Solar SCALE:
w1:lstu. #106,TAM PA FL 33609 12s,DrSpsNopNAA TH
PROJECT ID:072721-MSS NETTLES 727 888 6000 CA:33343 NTS
1 2 3 4 5 6 7 8 9
1=J ECUIP ENGINEERING
RWIIR
able Roof Flush Mount System Span Table(inches)-Portrait or Landscape Installation Hip Roof Flush Mount System Span Table(inches)-Portrait or Landscape Install
Max Module Length: 67.5"(60 cell typ.),Max Module SF:21 SF Max Module Length: 67.5"(60 cell typ.),Max Module SF:21 SF
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round Snow:0 psf Exposed Mod. Edge Mod. Wind Roof Ground Snow:0 psf Exposed Mod. Edge Mod.
A Speed Slope
upl Group2 Group3 Groupl Group2 Group3 Groupl Group2 Group3 m h de , Groupl Group2 Group3 Groupl Group2 Group3 Groupl Group2 Group3
90 8-20 130 130 130 130 124 113 112 96 84 90 8-20 130 130 130 130 130 128 116 103 99 z
mph 21-27 131 131 131 132 132 126 122 101 96 21-27 131 131 131 131 131 131 131 112 112 F-
28-45 128 128 128 128 128 123 118 107 97 mph 28-45 128 128 128 128 128 128 123 124 104 U
8-20 130 130 130 130 117 104 104 88 80 95 8-20 130 130 130 130 126 122 108 97 93
95 21-27 131 131 131 132 125 119 116 96 90 21-27 131 131 131 131 131 131 129 106 106
mph 28-45 128 128 128 128 128 117 112 102 92 mph1 28-45 128 1 128 128 128 128 128 117 117 99 0
100 8-20 130 130 126 130 109 97 97 83 75 100 8-20 130 130 130 130 121 116 102 92 88 zz
21-27 131 131 131 132 119 111 109 90 84 21-27 131 131 131 131 131 131 123 100 100
mph 28-45 128 128 128 128 123 111 106 97 87 mph 28-45 128 128 128 128 128 121 112 111 96 Q
8-20 130 129 118 126 103 91 91 79 72 105 8-20 130 130 130 128 114 108 96 87 83
305 21 27 131 131 129 132 112 104 104 86 79 mph 21-27 131 131 131 131 126 126 117 96 96 0
mph 28-45 128 128 126 128 118 105 101 92 83 p 28-45 128 128 128 128 128 114 107 105 89
8-20 130 124 112 121 96 86 86 74 67 110 8-20 130 130 128 122 107 101 91 83 79 U
21-27 131 129 126 129 105 98 99 81 75
B 110 21-27 131 131 131 131 118 118 111 91 91 O
mph mph
28-45 128 128 124 123 112 100 96 88 79 28-45 128 128 128 128 128 109 101 100 84
8-20 130 118 105 112 91 80 82 72 64 115 8-20 130 128 123 116 101 96 87 79 75 w
115 21-27 131 131 131 131 112 112 106 87 87 m
21-27 131 127 119 124 100 92 96 77 72
mph 28-45 128 128 115 119 107 96 92 84 75 mph 2-20 130 123 116 109 96 31 97 96 80 =n
8-20 130 123 116 109 96 91 83 75 72 w
120 8-20 130 111 99 104 86 77 79 67 61 120 m
21-27 131 121 113 118 96 87 90 74 69 21-45 128 128 122 120 118 97 101 83 83
mph 28-45 128 126 113 113 102 90 88 80 72 mph 28-45 128 128 122 120 118 97 93 91 77 3
8-20 125 100 89 92 77 69 73 64 52 130 8-20 126 111 105 97 87 82 77 69 66 z
130 21-27 131 121 121 122 96 96 93 76 76 Q
mph 21-27 131 109 101 107 85 78 83 67 64 mph 28-45 128 128 111 109 108 88 86 83 72 3
28-45 126 116 103 103 93 82 80 74 66 Q
8-20 111 91 81 83 72 64 68 54 43 140 8-20 114 101 96 88 79 75 72 64 61
140 21-27 131 111 111 112 88 88 86 72 72 F-
21-27 124 99 92 97 78 72 77 64 56 mph
mph 28-45 124 124 102 100 99 80 79 75 64
28-45 118 107 96 96 85 75 74 69 61 of
8-20 104 92 88 81 73 69 66 59 53 }
C 8-20 99 83 74 77 64 53 64 45 37 150 n-
150 21-27 128 102 102 101 80 80 79 65 65 O
21-27 114 91 84 90 72 65 72 57 48 mph 28-45 115 114 93 92 90 74 74 72 59 0
mph 28-45 109 99 87 87 79 69 69 64 57 8_20 96 1 85 80 75 66 64 64 50 45
160 8-20 88 76 6 72 58 42 59 39 160 21 27 119 96 96 96 74 74 74 61 61 LL
21-27 105 84 77 83 65 60 68 48 39 mph 28-45 107 105 87 86 82 67 69 65 49 z
mph 28-45 101 92 81 80 73 64 64 60 48 O
170 8-20 82 72 64 67 48 37 52 35 29 170
8-20 88 79 75 72 64 58 59 44 40
21-27 111 88 88 87 69 69 69 54 54 JO
mph 21-27 98 78 72 78 61 48 64 42 32 mph 28-45 100 97 81 80 75 64 65 60 40
28-451 96 86 76 74 68 60 60 54 41 8-20 85 76 72 68 60 53 55 41 38 z
8-20 80 68 60 64 42 35 49 27 175
175 21-27 107 84 84 84 66 66 67 50 50 D)
21-27 93 75 68 75 58 43 64 39 30 mph
mph 28-45 97 1 93 1 78 77 73 60 64 58 36 O
28-45 91 83 1 73 72 65 1 57 58 50 39 H
180 8-20 83 74 72 66 56 48 52L4j8L48
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180 8-20 77 65 57 64 40 33 48 32 25 21-27 103 82 82 80 64 64 65mph 21-27 90 72 66 73 53 40 60 37 28mph 28-45 93 91 75 75 72 57 61 z
D 28-45 88 80 72 69 64 52 54 48 36 =min 72"span _=min 64"span REV 12/12/2019=min 48"span 0
=min 72"span _=min 64"span REV 12/12/2019=min 48"span _=Shaded cells indicate conditions in which UFO Mid Clamp connection capacity is exceeded. M
=Shaded cells indicate conditions in which UFO Mid Clamp connection capacity is exceeded. 0
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III Grouping of ASCE 7-16 Roof Zones (Hip)
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�F SOLAR SUN LLC 07.27.21 RG 01 INITIAL DESIGNNo 90605
Ryan S Gittens PAPER:
2464 IROQUOIS AVE, FORT PIERCE, FL 34946, USA + 6120 CENTRAL AVE, ECUIP ENGINEERING STATEOF �' 2021.07.27 10:
''P�.�S F<O R10P G���` ARCH B
ST.PETERSBURG FL 33707 F •.......•' .` 29:41-04'00'
3140 W KENNEDY BLVD .,,/0 AMEN .`
Solar - SCALE:
WE #106,TAM PA FL 33609 EEpR DrSpsNop�ANpaFroD
PROJECT ID:072721-MSS-NETTLES 727-888-6000 CA:33343 NITS
1 2 3 4 5 6 7 8 9
IRJ ECUIF
GENERAL MAKE HANWHA QCELLS MAKE SOLAREDGE
1.1 CONTRACTOR IS RESPONSIBLE FOR COMPLYING WITH FBC 2020/ASCE 7-16 AND NEC 2017 REQUIREMENTS AND EQUIPMENT INSTALLATION MODEL BLK-G6340 MODEL P370
INSTRUCTIONS NOT SHOWN IN THIS PLAN. RATED POWER(W) 340 INPUT POWER(W) 370
A 1.2 CONDUCTOR TYPES SHALL MEET THE REQUIREMENTS PER NEC 310.10 BASED ON INSTALLATION LOCATION.
1.3 DIRECT-CURRENT PV SOURCE AND OUTPUT CONDUCTORS INSIDE A BUILDING SHALL BE CONTAINED IN METAL RACEWAYS, 690.31(G). MPP VOLTAGE(V) 33.94 MAX INPUT VOLTAGE (V) 60
1.4 ALL EQUIPMENT SHALL BE LISTED PER NEC 690.4(B). MPP CURRENT(A) 10.02 MAX INPUT CURRENT(A) 11 0
1.5 CONDUCTORS ARE SIZED BASED ON RACEWAYS NOT EXPOSED TO DIRECT SUNLIGHT UNLESS STATED OTHERWISE. 10%OF CIRCUIT OC VOLTAGE(V) 40.66 MAX OUTPUT CURRENT(A) 15 C)
ui
LENGTH CAN BE EXPOSED DIRECT SUNLIGHT UP TO 1 OFT, NEC 310.15(A)(2). SC CURRENT(A) 10.52 MAX STRING POWER(W) 5700-6000 0
1.6 PV SOURCE AND OUTPUT CIRCUIT CONDUCTORS ARE SIZED TO BE EXPOSED TO DIRECT SUNLIGHT GREATER THAN 10%OF THEIR a
LENGTH WHEN INSTALLED IN RACEWAYS'/2"OR GREATER ABOVE ROOF.ADJUSTMENTS ARE BASED ON MAX STRING CURRENT OF 15A& n MODULE RATINGS n OPTIMIZER RATINGS o
AMBIENT TEMPERATURE OF 35C PER NEC 310.15(B)(2)(A)&310.15(B)(3)(C). o<
SYSTEM
2.1 THE OUTPUT VOLTAGE OF THE OPTIMIZERS ARE REGULATED BY THE INVERTER AND ARE NOT IMPACTED BY THE NUMBER OF MODULES IN
THE STRING.THE CONTINUOUS CURRENT OF A SINGLE STRING IS EQUAL TO THE MAXIMUM OUTPUT CURRENT OF THE OPTIMIZER OF 15A. MAKE SOLAREDGE #MODS 28 0
2.2 THE INVERTER IS EQUIPPED WITH A RAPID SHUTDOWN FEATURE WHICH CONFORMS TO NEC 690.12. MODEL SE760OH-US #INVERTERS 1
B 2.3 THE INVERTER IS NON-ISOLATED AND UNGROUNDED. NEITHER THE NEGATIVE NOR POSITIVE CONDUCTOR IS GROUNDED AND HAS A MAX INPUT POWER(W) 11800 STC DC RATING (KW) 9.52 °
COMMON AC AND DC EQUIPMENT GROUNDING TERMINAL THEREFORE NO DC GEC IS REQUIRED. MAX INPUT VOLTAGE(V) 480 AC OUTPUT RATING (KW) 7.6 W
2.4 INTERCONNECTION SHALL BE MADE BY LINE-SIDE-TAP PER ARTICLE 705.12(A)USING INSULATED, PIERCING CONNECTORS UL LISTED FOR NOM INPUT VOLTAGE (V) 400 co
THIS PURPOSE AND LOCATED WITHIN CODE COMPLIANT ENCLOSURE.TAP CONDUCTORS SHALL BE NO MORE THAN 1 OFT PER 705.31. INVERTER 1 SE760OH-US co
2.5 INTEGRATED DC DISCONNECT AND AFCI IS PROVIDED WITH INVERTER. MAX INPUT CURRENT(A) 20 #STRINGS 2 °uj
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GROUNDING NOM AC VOLTAGE (V) 240 MIN-MAX STRING SIZE 8-17
3.1 ALL EQUIPMENT SHALL BE PROPERLY GROUNDED PER THE REQUIREMENTS OF NEC ARTICLES 250&690. MAX AC CURRENT(A) 132 0
3.2 FRAMED PV MODULES SHALL BE BONDED TOGETHER USING LUGS OR RACKING INTEGRATED GROUNDING CLAMPS. DC/AC RATIO 1.25 Q
3.3 EQUIPMENT GROUNDING CONDUCTOR SHALL BE INSTALLED PER NEC 250.120(C), SIZED PER 690.45&BE A MINIMUM OF#6 WHEN NOM AC POWER(W) 7600 MPP CURRENT(A) 120 Q
EXPOSED TO DAMAGE.
H-LINVERTER RATINGS n SYSTEM
NOTES o
PER FL STATUTE 377.705:1 RYAN S GITTENS, PE o
PE#:PE90605 AN ENGINEER LICENSED PURSUANT
ID RUN VOLTAGE(V) CURRENT(A) VD(%) LEN(FT) CONDUCTOR SIZE OHM/KFT CONDUIT MIN SIZE #CCC EGC OCPD(A) TERM(C) TEMP FAC FILL FAC BASE AMP ADJ AMP TO CHAPTER471,CERTIFY THAT THE PV o
A STR-JBOX 400 15 1 107 PV WIRE #10 1.24 FREE AIR NA 2 #10 NA 75 0.96 1 35 35 ELECTRICAL SYSTEM AND ELECTRICAL 0
B JBOX-INV 400 15 1 107 THHN/THWN-2/PV WIRE #10 1.24 EMT/FMC 3/4" 4 #10 NA 75 0.96 0.8 35 30.72 COMPONENTS ARE DESIGNED AND APPROVED
USING THE STANDARDS CONTAINED IN THE MOST o
C INV-DISC 240 32 1 48 THHN/THWN-2 #8 0.778 PVC/EMT/FMC/NMLT 3/4" 3 #10 40 75 0.96 1 50 50 RECENT VERSION OF THE FLORIDA BUILDING z
D DISC-PCC 240 32 1 76 THHN/THWN-2 #6 0.491 PVC/EMT/FMC/NMLT 3/4" 3 NA NA 75 0.96 1 65 65 CODE, FBC 107 U)
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EGC BOND POINT MIN 60A W/40A FUSES, 0
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EXISTING Z
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JIMMIE NETTLES G
DATE BY VER DESCRIPTION
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F SOLAR SUN LLC No 90606 07.27.21 RG 01 INITIAL DESIGN Q
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■ _' .*= Ryan S Gittens PAPER:
2464 IROQUOIS AVE, FORT PIERCE, FL 34946, USA 6120 CENTRAL AVE, ECUIP ENGINEERING srAreoF :`� 2021.07.27 10:
o.• ARCHB
ST.PETERSBURG FL 33707 Fs OR10NG,? 29:54-04-00'
o�ar5un 3140 W KENNEDY BLVD ONAIF,,.
#106,TAMPA FL 33609 ""'' SCALE:
PROJECT ID:072721-MSS-NETTLES 727-888-6000 CA:33343 COOE,EPR,'l 6N"°°Av^sEA NTS
1 2 3 4 5 6 7 8 9
1=J ECUIP ENGINEERING
WARNING
A ELECTRICAL SHOCK HAZARD
TERMINALS ON THE LINE AND LOAD o
SIDES MAY BE ENERGIZED IN THE
OPEN POSITION °'
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NFPA 1 11.12.2.1.4, NEC 690.56(B),705.10 1 0
NEC 690.13(B) LOCATION(S):5 ✓Boa o
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LOCATION(S):3,4 m
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POWER • - POWER • WITH RAPID SHUTDOWN THIS BUILDING IS }
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NFPA 1 11.12.2.1.3,NEC 690.31(G)(3) PHOTOVOLTAIC LOCATION(S):1,2 SHUTDOWNWITH •
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SECOND SOURCE IS PHOTOVOLTAIC SYSTEM LOCATION(S):5 z
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MAXIMUM VOLTAGE 240 V MAXIMUM VOLTAGE 480 V
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MAXIMUM CIRCUIT CURRENT 32 A MAXIMUM CIRCUIT CURRENT 20 A
E GENERAL NEC 690.54 MAX RATED OUTPUT CURRENT OF 15 1LABEL MATERIALS SHALL BE OF SUFFICIENT DURABILITY TO WITHSTAND THE
LOCATION(S):5 CHARGE CONTROLLER OR DC-DC A ENVIRONMENT, NEC 110.21(B)(3). Z
CONVERTER(IF INSTALLED)
1.2 EXACT MATERIALS USED ARE SUBJECT TO THE REQUIREMENTS OF THE AUTHORITY Q
NEC 690.53 HAVING JURISDICTION. o
LOCATION(S):3 1.3 LABELS SHALL BE A MINIMUM LETTER HEIGHT OF 3/8"AND PERMANENTLY AFFIXED.
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JIMMIE NETTLES CONTRACTOR: I-EC13008840 I ,,,yP sG, :.,, DATE BY VER DESCRIPTION EL01
F SOLAR SUN LLC No9060S °c 07.27.21 RG 01 INITIAL DESIGN Q
■ _'' *= Ryan S Gittens PAPER:
2464 IROQUOIS AVE, FORT PIERCE, FL 34946, USA + 6120 CENTRAL AVE, ECUIP ENGINEERING STATE°F :`� 2021.07.27 10:
ARCHB
STPETERSBURG FL 33707 -,FSs OR10NG,?' 30:08-04'00'
olarSun 3140 W KENNEDY BLVD ,oNA F,,,
#106,TAMPA FL 33609 ""'' SCALE:
PROJECT ID:072721-MSS-NETTLES 727-888-6000 CA:33343 CoDlTE�a,E°`�N l-11- NTS
1 2 3 4 5 6 7 8 9
1=J ECUIP ENGINEERING
MECHANICAL SPECIFICATION
Format 68.5x 40.6 x 1.26 in(including frame) Single Phase Inverter
(1740 x 1030 x 32mm) eaem4onrg �,,,,,
aaae'ryaomml R I
Weight 0.13In(3.2m )t l Wit HD-Wave Technology for North America
Front Cover 0.131n(3.2mm)thermallypre-stressed glass zaaa-,momml
A with anti-reflection technology SE3000H-US / SE380OH-US / SE5000H-US / SE6000H-US/
Back Cover COmpositefilm aasr,eatmnl Z
Frame Black anodized aluminum ® SE760OH-US / SE1000OH-US / SE1140OH-US F-
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Cell 6 x 20 monocrystalline Q.ANTUM solar half cells U
Junction Box 2.09-3.98x1.26-2.36x0.59-0.71in(53-101x32-60x SE3000H-US SE380OH-US SE5000H-US SE6000H-US SE76001-I-US SE1000OH-US SE1140OH-US W
15-18mm),Protection class I P67,with bypass diodes a.awaomm� OUTPUT a
Cable 4mm2 Solar cable;(+)245.3In(1150mm),(-)245.3In(1150 mm) ~�~~� a.ae�mmr 3800 @ 240V 6000 @ 240V 11400 @ 240V p
Rated AC Power Output 3000 5000 7600 10000 VA Z
Connector Stgubli MC4;IP68 II 3300 @ 208V 5000 @ 208V 10000 @ 208V Q
-I r''se•lai'""I oEro,r.oean 0.amml
�-� 3800 @ 240V 6000 @ 240V 11400 @ 240V rn
oaea,mAmnll Ioaar,ebmnl Maximum AC Power Output 3000 3300 @ 208V 5000 5000 @ 208V 7600 10000 10000 @ 208V VA w
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AC Output Voltage Min.-Nom.-Max. Q
✓ ✓ ✓ ✓ ✓ ✓
(211-240-264) ✓ Vac �
ELECTRICAL CHARACTERISTICS AC Output Voltage Min.-Nom.-Max. ✓ ✓ vac
(183-208-229) >
POWERCLASS 330 335 340 345 U
B AC Frequency(Nominal) 59.3-60-60.5rn Hz
MINIMUM PERFORMANCE AT STANDARD TEST CONDITIONS,STC1(POWER TOLERANCE+5 W/-OW) Maximum Continuous Output O
Power at MPPs PMPP 12.5 16 21 25 32 42 47.5 A F-
[W] 330 335 340 345 Current @240V U
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E Short Circuit Currents lac [A] 10.41 10.47 10.52 10.58 Maximum Continuous Output 16 24 48
_ _ _ _
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Current @208V .5 A 0
E Open Circuit Voltage' Vcc IV] 40.15 40.41 40.66 40.92 rn
•� Current at MPP IMF [A] 9.91 9.97 10.02 10.07 GFDI Threshold 1 A ca
Voltage at MPP VMPP [V] 33.29 33.62 33.94 34,25 Utility Monitoring,Islanding
Protection,Country Configurable Yes 3
Efficiency' R [%] 218.4 218.7 219.0 219.3 Thresholds
MINIMUM PERFORMANCE AT NORMAL OPERATING CONDITIONS,NMOT2 INPUT Z
Q
Power at MPP PM [W] 247.0 250.7 254.5 258.2 Maximum DC Power @240V 4650 1 5900 1 7750 9300 1 11800 15500 1 17650 W
E Short Circuit Current lac [A] 8.39 8.43 8.48 8.52 Maximum DC Power @208V - 5100 - 7750 - - 15500 W
E Open Circuit Voltage Vcc IV] 37.86 38.10 38.34 38.59 =
'c Transformer-less,Ungrounded Yes C7
Current atMPP INPP [A] 7.80 7.84 7.89 7.93 Maximum Input Voltage 480 Vdc
C Voltage at MPP V_ IV] 31.66 31.97 32.27 32.57 Nominal DC Input Voltage 380 I 400 Vdc LL
'Measurement tolerances P_t3%;lac;V_s5%at STC:1000 W/ms,25s 2°C,AM 1.5 according to IEC 60904-3•'800 W/ma,NMOT,spectrum AM 1.5 OU
Maximum Input Current @240VO 8.5 10.5 13.5 16.5 20 27 30.5 Adc rn
a CELLS PERFORMANCE WARRANTY PERFORMANCE AT LOW IRRADIANCE Maximum Input Current @208V(4 - 9 - 13.5 - - 27 Adc J
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x wn °tea At least 98%of nominal power during Max.Input Short Circuit Current 45 Adc O
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u,W ,wvbva�anl�rea„ first year.Thereafter max,0.54% d Reverse-Polarity Protection Yes O
le sedation per year.At leasteuP ol% F p --r-----r-----I---- --J
8 9 P Ya H
w of nominal power up to10 years.At Ground-Fault Isolation Detection 600kn Sensitivity
fO --------------- least 85%af nominal ; O
3 25 ears. --- Maximum Inverter Efficiency 99 99.2 % >
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o All data within measurement tolerant- CEC Weighted Efficiency 99 98.5 @ 208V % rn
es.Full warranties in accordancewith a0
the warranty terms of the Q CELLS +� mo,aa,o, alwrm Nighttime Power Consumption <2.5 W ix
sales organization of your respective q ADDITIONAL FEATURES U
country. QQ
r�a�a a saan.wK��m�. venBs Typical module performance under low Irradiance conditions In Supported Communication Interfaces RS485,Ethernet,ZigBee(optional),Cellular(optional) F comparison to STC conditions(25°C,1000 W/m') Z
D Revenue Grade Data,ANSI C12.20 OptionalM O
TEMPERATURE COEFFICIENTS Rapid Shutdown-NEC 2014 and U
Automatic Rapid Shutdown upon AC Grid Disconnect
Temperature Coefficient of lac a [%/K] +0.04 Temperature Coefficient of Va 690.12
[3 [%/K] -0.27 +I
2017
Temperature Coefficient of PM y [%!K] -0.36 Normal Module Operating Temperature NMOT [°F] 109t5.4(43t3°C) STANDARD COMPLIANCE LL
Z
O Safety UL1741,UL1741 SA,UL1699B,CSA C22.2,Canadian AFCI according to T.I.L.M-07 O
PROPERTIES FOR SYSTEM DESIGN Grid Connection Standards IEEE1547,Rule 21,Rule 14(HI) co
Maximum system Voltage Vary IV] 1000(IEC)/1000(UL) Safety Class II O Emissions FCC Part 15 Class B K
Maximum Series Fuse Rating [ADC] 20 Fire Rating based nANSI JUL 1703 C(IEC)/TYPE 2(UL) w INSTALLATION SPECIFICATIONS LL
Max.Design Load,Push/Pulls [lbs/ftq 75(3600Pa)/55(2667Pa) Permitted Module Temperature -401Fupto+185°F u w
AC Output Conduit Size/AWG
Max.Test Load,Push/Pulls [Ibs/ft°] 113(5400 Pa)/84(4000 Pe) On Continuous Duty (-40°C up to+85°C) ® Range 3/4'minimum AWG 3/4'minimum AWG
IY
a See Installation Manuel DC Input Conduit Size/#of Strings/ 3/4"minimum/1-2 strings/14-6 AWG 3/4"minimum/1-3 strings/14-6 AWG
AWG Range
QUALIFICATIONS AND CERTIFICATES PACKAGING INFORMATION Dimensions with Safety Switch 17.7x14.6x6.8/450x370x174 21.3x14.6x7.3/540x370x185 n/ _
(HxWxD) mm
E UL 1703,VIDE Quality Tested,CE-compliant,IEC 61215:2U16,IEC 61730:2018, Number of Modules per Pallet 32 Weight with Safety Switch 22110 25.1/11.4 26.2/11.9 38.8/17.6 lb/kg
Application Class ll,U.S.Patent No.9,893,215(solar cells) Number of Pallets per 53'Trailer 28 m W
P Noise <25 <50 dBA rn
� ® Number of Pallets per 40'HC-Container 24 5 Cooling Natural Convection z
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D E C E c a,,,,us Pallet Dimensions(Lx W x H) 71.5 x 45.3 x 48.0in(1815 x 1150 x 1220mm) Operating Temperature Range -40 to+140/-25 to+60i41(-40`F/-40"C option)w •F/"C 3:
Pallet Weight 15051bs(683 kg) Protection Rating NEMA 4X(Inverter with Safety Switch)
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Note:Installation Instructions must be followed.See the installation and operating manual or contact our technical service department for further Information on approved Instellatlon and use m For other regional settings please contact SolarEdge support D
of this prod uct. A higher current source may be used;the inverter will limit*its input current to the values stated
Revenue grade inverter P/N:SE-H-USOOONNC2 LL
°I For power de-rating information refer to:https://ww..solamdge.mm/sites/defaulttfiles/se-temperature-derating-note-na.pdf U
Is-40 version P/N:SExaxH-USOOONNU4
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®SolarEd a Technol es,Inc.All d Ms reserved.SOL EI GF,the SolarEd a to o,OPTIMIZED BY SOEAREDGE are trademarks or tared trad--ks of SolarEd a Technol Ro H S D
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40 0 Spectrum
tr CELLSn er Drive,
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other trademarks mentioned herein are trad-rkS of their rasp-ive owners.Date:122018NOVENG NAM.Subject to change without notice.
400 Spectrum Center Drive,Solte 1400,Irvine,CA 92818,USA I TEL+1 848 748 59 86l EMAIL Inquiry®us.q-cells.com WEB www,q-cells,us W
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Power Optimizer
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P370/ P400/ P401/ P485 / P505 0
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INPUT ¢
Rated Input DC Powers° 370 400 485 505 W w
Absolute Maximum Input Voltage 80 60 1250 830 Vdc ¢
(Voc at lowest temperature) 60
MPPT Operating Range 8-60 8-80 8-60 12.5-105 12.5-83 Vdc O
Maximum Short Circuit Current(Isc) 11 10.1 11.75 11 14 Adc j
Maximum Efficiency 99.5 % U
B Weighted Efficiency 98.8 % OF
Overvoltage Category II U
OUTPUT DURING OPERATION(POWER OPTIMIZER CONNECTED TO OPERATING SOLAREDGE INVERTER) m
Maximum Output Current 15 Adc N
Maximum Output Voltage 1 60 1 85 1 Vdc ud
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OUTPUT DURING STANDBY(POWER OPTIMIZER DISCONNECTED FROM SOLAREDGE INVERTER OR SOLAREDGE INVERTER OFF)
Safety Output Voltage per Power Optimizer 1 t 0.1 Vdc
STANDARD COMPLIANCE Z
Photovoltaic Rapid Shutdown System NEC 2014,2017&2020 NEC 2014,2017&2020 NEC 2014,2017&2020 cn
EMC FCC Part 15 Class 3,IEC61000-6-2,IEC61000-6-3 Q
Safety IK62109-1(class II safety),UL1741 F-
Material UL94 V-0,UV Resistant
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RoHS Yes
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C INSTALLATION SPECIFICATIONS o
Maximum Allowed System Voltage 1000 Vdc U
Compatible inverters All SolarEdge Single Phase and Three Phase inverters j
129 x 153 x 27.5/5.1 x 6 129x153x33.5/ 129 x 153 x 29.5/5.1 x 6 129 x 153x 33.5/5.1 129x162x59/ mintu-
Dimensions(WxLxH) x1.1 5.1x6x 1.3 x1.16 x6x1.3 5.1x6.4x 2.3 /in O
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Weight(including cables) 655/1.4 1 750/1.7 655/1.4 945/1.9 1064/2.3 gr/lb O
Input Connector MC4m Single or dual MC4ml°I MC4m G
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Input Wire Length 0.16/0.52,0.9/2.951°f 1 0.16/0.52 0.16/0.52,0.9/2.95s°I 0.16/0.52 0.16/0.52 m/ft O
Output Wire Type/Connector Double Insulated/MC4
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Output Wire Length 1.2/3.9 m/ft U)
Operating Temperature Ranges) -40 to+85/-40 to+185 -C/`F
Protection Rating IP68/NEMA6P
Relative Humidity 0-100 % Q
0)Rated power of the module at STC will not exceed the optimizer'Rated Input DC Power'.Modules with up to+5%power tolerance are allowed W
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(2)NEC 2017 requires max input voltage be not more than 80V
D (3)For other connector types please contact SolarEdge O
(4)For dual version for parallel connection of two modules use P485-4NMDMRM.In the case of an odd number of PV modules in one string,installing one P485 dual version power optimizer connected U
to one PV module.When connecting a single module seal the unused input connectors with the supplied pair of seals 0
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(5)For ambient temperature above+85°C/+185'F power de-rating is applied.Refer to Power Optimizers Temperature De-Rating Technical Note for more details K
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Minimum String Length P370,P400,P401 8 10 18 w
(Power Optimizers) P485,P505 6 8 14 Lu
Maximum String Length(Power Optimizers) 25 25 50
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Maximum Nominal Power per String 57000(6000 SE7600-US-SE1140 wi0-US)th 5250m 6000m 1275000 W
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Parallel Strings of Different Lengths or Orientations Yes Q
(6)For detailed string sizing information refer to:httpy/w ..solaredge.wm/sites/defaulVfiles/sning-sizing-na.pdf
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(7)It is not allowed to mix P485/P505 with P370/P400/P4m in one string
E (8)If the inverters rated AC power s maximum nominal power per string,then the maximum power per string will be able to reach up to the inverters maximum input DC power Refer to:https:/Avwwsolaredge.
mm/sites/defautVfiles/w-power-optimizer-single-string-design-application-note.pdf Ij
(9)For 208V grid:it is allowed to install up to 7,200W per string when the maximum power difference between each string is 1,000W on
(10)For 277/480V grid:it is allowed to install up to 15,000W per string when the maximum power difference between each string is 2,000W CD
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F SOLAR SUN LLC No90605 °c 07.27.21 RG 01 INITIAL DESIGN ¢
'v='� ■ _' f.*= Ryan S Gittens PAPER:
2464 IROQUOIS AVE, FORT PIERCE, FL 34946, USA + 6120 CENTRAL AVE, ECUIP ENGINEERING - STATE OF :`� 2021.07.27 10:
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ST.PETERSBURG FL 33707 -,FSs OR10NG,?' 30:38-04'00'
olarSun 3140 W KENNEDY BLVD ONAIF,,.
#106,TAMPA FL 33609 "" SCALE:
PROJECT ID:072721-MSS-NETTLES 727-888-6000 CA:33343 COOE,EPR1E°A 6N°°^ps`A NTS