BSOL2019-0005 Structural Calcs15233 Ventura Blvd.
Suite 500
Sherman Oaks, CA 91403
213.373.4513
sta n d l e yst ru c t u ra I. co m
Structural Calculations for a Roof Mounted Solar Photvoltaic System for:
Olesovsky Residence
52855 AVENIDA DIAZ.
LA QUINTA, CA 92253
0144AS
- UTY OF LA OUINTA
BUILDING DIVISION
REVIEWED FOR
CODE
COMPLIANCE
Applicable Codes:
2016 California Building Code, 2016 California Electrical Code, 2016 California Mechanical Code,
American Society of Civil Engineers Standard ASCE-7-10 Minimum Design Loads for Buildings and other
Structures, 2012 American Forest & Paper Association National Design Specification for Wood
Construction, Local Municipal Code, and all other codes which are adapted by reference or enacted by
law.
Assumed Design Parameters:
The existing structure has been built under a building permit and is in its original original condition. The
existing roof structure is capable of its code required live load and the ability of the roof structure to
support live loads has not been substantially reduced by the age of the structure, termites or mold, or
unauthorized modifications to the existing structure. Solar Energy Contractor shall make an inspection
of the existing roof framing system prior to installation of the roof mounted solar energy system to
verify that the existing roof is capable of supporting minimum roof live loads.
Assumed Design Parameters:
All 2x members are grade Douglas Fir #2 or better
All U members are grade Douglas Fir #1 or better
All roof connectors are Simpson Strong-Tie or Equal
All concrete foundations are f c=2500 psi or stronger
Original Structure was built to the Type-V Wood Framed Standards of the applicable building code at the
time of construction.
Note to Building Official:
Based upon a review of the proposed plans I am confident that the existing roof framing system is
capable of safely supporting the additional loads caused by the new solar photovoltaic energy system.
The contractor shall field verify that the existing roof structure is in its original permitted condition and
verify that it can support the normal code required roof live loads. Attached in this package are several
calculations showing that roof members support the additional weight of the solar array. Furthermore,
an analysis of the solar array's support for wind forces and a seismic analysis of the existing structure are
also included.
Check Existing Framing Member W/New Load:
Roof Tilt: 20 Degrees
Live Load: 20 PSF * cos 20 = 19.0 psf
Dead Load: 15 PSF * cos20 = 14.0 psf
Point Load(s): 31.6 Ibs (see plans) * cos 20 = 29 lbs
... Beam - # : KW_:5601178t Licensee : Standiey 8tructurai Drasi n, KVY•06pf1781
Description : 2x6 Roof rafter
CODE REFERENCES
Calculations per NDS 2012, IBC 2012, CBC 2013, ASCE 7-10
Load Combination Set: ASCE 7-10
Material Properties
Analysis Method -knowable Stress Design
Fb +
Load CombinatASCE 7-10
Fb -
Fc - Prll
Wood Species Douglas Fir -South
Fc - Perp
Wood Grade Select structural
Fv
Ft
Beam Bracing Beam is Fully Braced against lateral -torsional buckling
t?(a.n3as)
W
Span = 8.0 ft
1350 psi
1350 psi
1600 psi
520 psi
180 psi
900 psi
E: Modulus of Elasti
Ebend- xx 1400 ksi
Eminbend - x 510ksi
Density
of�.gsosl
28.7 pcf
Applied Loads
Service loads entered. Load Factors will be applied for calculations.
Uniform Load : D=0.01930, Lr = 0.01930 ksf, Tributary Width = 2.0 ft
Point Load : D = 0.03050 k @ 3.0 ft
Point Load : D = 0.03050 k @ 6.0 ft
DESIGN SUMMARY
Maximum Bending Stress Ratio =
0.5021 Maximum
Shear Stress Ratio =
0,250 : 1
Section used for this span
2x6
Section used for this span
2x6
fb : Actual =
1,101.13psi
fv : Actual =
56.24 psi
FB: Allowable =
2,193.75psi
Fv : Allowable =
225.00 psi
Load Combination
+D+Lr+H
Load Combination
+D+Lr+H
Location of maximum on span =
3.942ft
Location of maximum on span =
7.562 ft
Span # where maximum occurs =
Span # 1
Span # where maximum occurs =
Span # 1
Maximum Deflection
Max Downward Transient Deflection
0.123 In Ratio =
781 -360
Max Upward Transient Deflection
0.000 in Ratio =
0 <360
Max Downward Total Deflection
0.277 in Ratio =
346-180
Max Upward Total Deflection
0.000 in Ratio =
0<180
Maximum Forces & Stresses for Load Combinations
Load Combination Max Stress Ratios
Moment Values
Shear Values
Segment Length Span # M V
Cd CF/V Ci Cr Cm
C t CL M fb F'b
V fv F'v
+D+H
Length = 8.0 ft 1 0.387 0.193
0.90 1.300 1.00 1.00 1.00
0.00
1.00 1.00 0.39 611.28 1579.50
0.00 0.00 0.00
0.17 31.24 162.00
+D+L+H
1.300 1.00 1.00 1.00
1.00 1.00 0.00
0.00 0.00 0.00
Length = 8.0 ft 1 0.348 0.174
1.00 1.300 1.00 1.00 1.00
1.00 1.00 0.39 611.28 1755.00
0.17 31.24 180.00
+D+Lr+H
1.300 1.00 1.00 1.00
1.00 1.00 0.00
0.00 0.00 0.00
Length = 8.0 ft 1 0.502 0.250
1.25 1.300 1.00 1.00 1.00
1.00 1.00 0.69 1,101.13 2193.75
0.31 56.24 225.00
+D+S+H
1.300 1.00 1.00 1.00
1.00 1.00 0.00
0.00 0.00 0.00
Length = 8.0 ft 1 0.303 0.151
1.15 1.300 1.00 1.00 1.00
1.00 1.00 0.39 611.28 2018.25
0.17 31.24 207.00
+D+0.750Lr+0.750L+H
1.300 1.00 1.00 1.00
1.00 1.00 0.00
0.00 0.00 0.00
Length = 8.0 ft 1 0.446 0.222
1.25 1.300 1.00 1.00 1.00
1.00 1.00 0.62 978.66 2193.75
0.27 49.99 225.00
Wood Beam
DOWN M, 4
Description : 2x6 Roof rafter
Load Combination Max Stress Ratios
Moment Values
Shear Values
Segment Length Span # M
V
Cd CFN Ci
Cr
Cm
C
CL
t
M
fb F'b
V
fv
F'v
+D+0.750L+0.750S+H
1.300 1.00
1.00
1.00
1.00
1.00
0.00
0.00
0.00
0.00
Length = 8.0 ft 1 0.303
0.151
1.15 1.300 1.00
1.00
1.00
1.00
1.00
0.39
611.28 2018.25
0.17
31.24
207.00
+D+0.60W+H
1.300 1.00
1.00
1.00
1.00
1.00
0.00
0.00
0.00
0.00
Length = 8.0 ft 1 0.218
0.108
1.60 1.300 1.00
1.00
1.00
1.00
1.00
0.39
611.28 2808.00
0.17
31.24
288.00
+D+0.70E+H
1.300 1.00
1.00
1.00
1.00
1.00
0.00
0.00
0.00
0.00
Length = 8.0 ft 1 0.218
0.108
1.60 1.300 1.00
1.00
1.00
1.00
1.00
0.39
611.28 2808.00
0.17
31.24
288.00
+D+0.750Lr+0.750L+0.450W-
1.300 1.00
1.00
1.00
1.00
1.00
0.00
0.00
0.00
0.00
Length = 8.0 ft 1 0.349
0.174
1.60 1.300 1.00
1.00
1.00
1.00
1.00
0.62
978.66 2808.00
0.27
49.99
288.00
+D+0.750L+0.750S+0.450W+
1.300 1.00
1.00
1.00
1.00
1.00
0.00
0.00
0.00
0.00
Length = 8.0 ft 1 0.218
0.108
1.60 1.300 1.00
1.00
1.00
1.00
1.00
0.39
611.28 2608.00
0.17
31.24
288.00
+D+0.750L+0.750S+0.5250E-
1.300 1.00
1.00
1.00
1.00
1.00
0.00
0.00
0.00
0.00
Length = 8.0 ft 1 0.218
0.108
1.60 1.300 1.00
1.00
1.00
1.00
1.00
0.39
611.28 2806.00
0.17
31.24
288.00
+0.60D+0.60W+0.60H
1.300 1.00
1.00
1.00
1.00
1.00
0.00
0.00
0.00
0.00
Length = 8.0 ft 1 0.131
0.065
1.60 1.300 1.00
1.00
1.00
1.00
1.00
0.23
366.77 2808.00
0.10
18.74
288.00
+0.60D+0.70E+0.60H
1.300 1.00
1.00
1.00
1.00
1.00
0.00
0.00
0.00
0.00
Length = 8.0 ft 1 0.131
0.065
1.60 1.300 1.00
1.00
1.00
1.00
1.00
0.23
366.77 2808.00
0.10
18.74
288.00
Overall Maximum Deflections
Load Combination Span Max. "" Defl Location in Span
Load Combination
Max. "+" Defl Location in Span
+D+Lr+H
1
0.2769
4.029
0.0000
0.000
Vertical Reactions
Support notation
: Far left is #
Values
in KIPS
Load Combination
Support 1 Support 2
vera Imum
3
Overall MINimum
0.109
0.113
+D+H
0.181
0.189
+D+L+H
0.181
0.189
+D+Lr+H
0.335
0.343
+D+S+H
0.181
0.189
+D+0.750Lr+0.750L+H
0.297
0.305
+D+0.750L+0.750S+H
0.181
0.189
+D+0.60W+H
0.181
0.189
+D+0.70E+H
0.181
0.189
+D+0.750Lr+0.750L+0.450W+H
0.297
0.305
+D+0.750L+0.750S+0.450W+H
0.181
0.189
+D+0.750L+0.750S+0.5250E+H
0.181
0.189
+0.60D+0.60W+0.60H
0.109
0.113
+0.60D+0.70E+0.60H
0.109
0.113
D Only
0.181
0.189
Lr Only
0.154
0.154
L Only
S Only
W Only
E Only
H Only
Check attachment of Su ort to Existing Structure for Wind Uplift:
Check Solar Structure Attachments Per ASCE 7-1- components and cladding method 1 Part 2 Figure 30.5-
1 therefor check attachment for typical critical load which is the edge zone — zone 2.
NOTE: Per definition on sheet 243 of ASCE 7-10 effective wind area: "For cladding fasteners the effective
wind area shall not be greater than the area that is tributary to an individual fastener."
Per Figure 30.5-1 of sheet 346 ASCE ASCE 7-10 wind speed 130 MPH
' ! Wind Forces
Lic. # : KW•06011781 Licensee : Standley Siruatural Design, M-40801
Description
Analytical Values
V : Basic Wind Speed per Sect 26.5-1 A, B or C
Roof Slope Angle
Occupancy per Table 1.5-1
130.0 mph
15 degrees
]I
Calculations per ASCE 7µ10
All Buildings and other structures except
those listed as Category I, III, and IV
Exposure Category per 26.7
Exposure C
MRH: Mean Roof Height
35.0 ft "Lambda" is interpolated between height tablular values.
Lambda : per Figure 28.6-1, Page 305
1.45
Effective Wind Area of Component & Clad
10.80 ft^2
Roof pitch for cladding pressure >7
to 27 degrees
User specified minimum design pressure
16.0 psf
Topographic Factor Kzt per 26.8
1.00
LHD : Least Horizontal Dimension
40.0 ft
a = max (0.04 * LHD, 3, min(0.10 * LHD, 0.4*MRH))
4.00 ft max (0.04 * LHD, 3, min(0.10 * LHD, 0.4*MRH))
Design Wind Pressures
Minimum Additional Load Case per 28.4.4 = 16 PSF on entire vertical plane
Horizontal Pressures ...
Zone: A = 48.87 psf
Zone: C =
Zone: B = 16.00 psf
Zone: D
Vertical Pressures ...
Zone: E = -46.69 psf
Zone: G =
Zone: F = -30,45 psf
Zone: H =
Overhangs ...
Zone: Eoh = -65.40 psf
Zone: Goh =
Component & Cladding Design Wind
Pressures
Design Wind Pressure = Lambda * Kzt * Ps30
per Eq 30.5-1
Roof Zone 1 : Positive ;
25.201 psf
Negative :
-40.217 psf
Roof Zone 2 : Positive :
25.201 psf
Negative :
-69.739 psf
Roof Zone 3 : Positive :
25.201 psf
Negative'
-103.286 psf
Wall Zone 4: Positive :
43.918 psf
Negative :
-47.688 psf
Wall Zone 5 : Positive :
43.918 psf
Negative:
-58.702 psf
Roof Overhang Zone 2:
-82.215 psf
Roof Overhang Zone 3:
-137.106 psf
32.48 psf
16.00 psf
-32.48 psf
-23.35 psf
-51.19 psf
Minimum Additional Load Case per 28.4.4 = 16 PSF
on entire vertical plane
Nominal max (zone 3) (unfactored) uplift at each support = -103.9 psf x 10.8 sq. ft. _ -1122 lbs
Note: Section 2.4.1 of ASCE 7-10, Basic Load Combinations for allowable stress design. Note: Applicable
load Combination #5 (D +.6W)
Design (Factored) uplift at each support = .6 x-1122lbs = -673 lbs
Load per lag screw = 673 lbs/1= 673 lbs
Determine Allowable load per 5/16" lag screw w/2.5" embedment into wood below according to the
2012 NDS.
W'= W x Cd x Ct Table 10.3.12012 NDS
Where:
W= 266 lbs/in. of embedment per table 11.2a
Cd = 1.6 per table 2.3.2 of 2012 NDS
Ct =1.0 per table 10.3.4 of 2012 NDS
W'= 266 lbs/in x 2.5 in. x 1.6 x 1.0 = 1064 lbs > 673 lbs OK
USE SUPPORT CONNECTED TO 2x MINIMUM ROOF MEMBER w/(1) 5/16" X 3.5" LAG SCREW PER
CONNECTION MINIMUM.
Check seismic load due to added dead load of Photovoltaic system
Determine Seismic Weight of Existing Building:
Effective Existing Seismic Wei ht:
Area of Existing Building:
1442 Sq. Ft.
Approximate Effective Seismic Weight:
1442 Sq. Ft. x 30 psf (avg)
—
43260
lbs
_
Determine Base Shear:
V = CsW Equation 12.8-1 ASCE 7-10
Cs = Sds/[R/le] Equation 12.8-2 ASCE 7-10
R= 6.5 = the response modification factor in Table 12.2-1 (wood shear walls)
le= 1.0 =importance factor
Sds= 2/3 x Sms Equation 11.4-3 ASCE 7-10
Sms= FA x Ss Equation 11.4-1 ASCE 7-10
Sms=1.0x1.5=1.5
Sds=2/3x1.5=1.0
Cs= 1.0/[6.5/1] =.154 Equation 12.8-2 ASCE 7-10
Existin Base Shear:
V=.154 x 43260 lbs = 16662 lbs Equation 12.8-1 ASCE 7-10
Determine New Base Shear:
Determine Seismic Weight of Building with Solar Array:
43260 lbs + 1914
lbs (see PV3 for system weight talcs) =
44174 lbs
Therefore New Base Shear:
V=.154 x 44174 lbs = 6803 lbs Equation 12.8-1 ASCE 7-10
% Change = (6803 lbs —6662 lbs) / 6662 lbs x 100 = 2.12% <10%
OK
Ok per ASCE 7-10 Section 11.8.4 Alterations
Existing lateral force resisting system is exempt from analysis since new seismic force is
less than 10% greater than existing seismic force.
HYUNDAI
SOLAR MODULE
rnrs
-Crystalline Type
RGMulti
HiS-M25ORG HiS-M255RG HiS-M260RG HiS-M265RG
-WA-P4-WA—P4
Mono -Crystalline Type
SERIES
HiS-S275RG HiS-S280RG HiS-S285RG HiS-S2901313
HiS-S295RG HIS-S300RG
1
PERIL Technology
PERIL technology provides ultra-high
efficiency with better performance in low
irradiation. Maximizes installation capacity
in limited space.
Reliable Warranty
HYUNDAI
Global brand with powerful financial
strength provide reliable 25 -year
warranty.
Hyundai's Warranty Provisions
iQ
10 -Year Product Warranty
rnrs
Or: materials and ,,,orkrr.ar!ship
235
25 -Year Performance Warranty
-WA-P4-WA—P4
In tlal year: ` 71/,1
Jnea Wirrirty after sc,t:on;l year:
VVit%i annuai degradation,
80.2% is guararteed `ap t0 !s yE9Fa"5
r.1A D! 1 N
KOREA
i r /
Low LID / PID
Both LID(Light Induced Degradation) and
PID(Potential Induced Degradation) are
strictly eliminated to ensure higher actual
yield during lifetime.
A
Corrosion Resistant
Various tests under harsh environmental
conditions such as ammonia and salt -mist
passed.
About Hyundai Solar
1161"
t t Mechanical strength
Tempered glass and reinforced frame
design withstand rigorous weather
conditions such as heavy snow and strong
wind.
UL VDE1
LIL I VDE Test Labs
1
Hyundai's R&D center is an accredited test
laboratory of both UL and VDE.
LStul}li'.h d In l ;r'). `Iy+J'ruz[ Ir�avy I trio .tric5 0A. -III 15 ;,re of -he mdSt trusted names in the heady
Inriusares eSector with 48,[70[; employees and Wore than A0 13114n X151: In annual sales (261 y). As
a glnb4aI leader and inncr,a'7t0r, Hyundai Heavy industries isc0mmittcdl to ;wilding a future growth
&Vre by devalnpin9 and "nves;ins; heavJy in tae- lit Ir{ of renewable energy
5tarect a5 a c cry buslno.s,; clivi,, ion of I-II11. Hyunca; SOW (Pwe (Kiai FacNy Ind.stries Green Energy)
now stands as ar. Ir,depe Ki1eAt campa='ly and ar affillats? of HHI o; from December 201& It iS th2
largest and the longest st<,u3riinn PV cell and module n}anufar.lure.r. in South rwru with 0) MW of
rnndule rroductton-r"ap tc'"y, Vire have strong pride in providing high-cluallty solar Pv ryouu(.ts to
CnAre thatI 3.0fli) clls:n r1ers 1vUrtjwIde
Certification
OVE CUSS O ��''.,& HirU N DAI
GREEN ENERGY
VAIVIlhNgree (coir
P -inter, Date :052017
r,
Electrical Characteristics
Mechanical Characteristics
996 mm (39.29•')(Vj x 1,640 mm (64.5T")(€_) x 35 mm
Approx. 18. 7kg (41,2€bs)
60 Cel€s in series (6 x10 matrix) (Hyundai cell, Made in Korea)
4 mmz (12AWG) cables with polarized weatherproot connectors,
IEC certified (UL listed), Length 1.0 m (39.f)
IP68, weatherproof, lEC certified (UL listed)
3 bypass diodes to prevent power decrease by partial shade
Front: Anti -reflection coated glass; 3.2 mm (0.126")
Encapsulant:EVA I Back Sheet: Weatherproof film
Clear anodized aluminum alley type 6063
Module Diagram (i,it:clT)
Mono -Crystalline Mil li-Crystall ire
Si Type -Front Side View Si Typa-Front Side View
IP
, )
DETAILA DETAIL D SECTION C -C
eaouua
er�E
KIM Np
PJAK
tsnavaolTS .-.a
•4µr.�errr
a¢Ies epn
s khe
SECTION D -D DETAIL L
'Ail data at STC (Standard Test Cond.UorI Above data may be changed wiBlout prior nolire.
Installation Safety Guide
• Only qualified personnel should install or
perforin maintenance -
Be aware odangerous high DC voltage.
• I:)o not damage or scratch the rear surface
of the module.
• Do no handle or install modules vvhen I:hcy
are wet.
Nominal Operating
Cell Tentperatine
46°C 2
ModuleModule
-40 - 85°C
Maximum System Voltage w
DC 1,000 V (lEC)
DC 1,000 V (UL)
Maximum Reverse Current
15A
-alt Wed -2WHW
250
255
260
265 �1
275
280
285
290
295
300
37.4
37.0
37.7
37.9
38.4
38.5
38.7
38.8
39.0
3911
8.7
8.8
8.9
9.1
9.3
9.4
9.5
9.7
9.8
9.9
30.9
31.0
31.1
31.3
31.6
�8.7
31.7
31.8
32.0
32.1
32.3
8.1
8.2
8.4
8.5
8.8
8.9
9.1
9.2
9.3�
.4 15.3
15.6
15.9
16.2
16.8
17.1
17.4
17.7
18.0
€8.3
6", multi -crystalline silicon
6", mono-crystalliner silicon
1,000
1,000
-
-0.41
-0.11f
-0.31
-0.29
0.039
0.039
996 mm (39.29•')(Vj x 1,640 mm (64.5T")(€_) x 35 mm
Approx. 18. 7kg (41,2€bs)
60 Cel€s in series (6 x10 matrix) (Hyundai cell, Made in Korea)
4 mmz (12AWG) cables with polarized weatherproot connectors,
IEC certified (UL listed), Length 1.0 m (39.f)
IP68, weatherproof, lEC certified (UL listed)
3 bypass diodes to prevent power decrease by partial shade
Front: Anti -reflection coated glass; 3.2 mm (0.126")
Encapsulant:EVA I Back Sheet: Weatherproof film
Clear anodized aluminum alley type 6063
Module Diagram (i,it:clT)
Mono -Crystalline Mil li-Crystall ire
Si Type -Front Side View Si Typa-Front Side View
IP
, )
DETAILA DETAIL D SECTION C -C
eaouua
er�E
KIM Np
PJAK
tsnavaolTS .-.a
•4µr.�errr
a¢Ies epn
s khe
SECTION D -D DETAIL L
'Ail data at STC (Standard Test Cond.UorI Above data may be changed wiBlout prior nolire.
Installation Safety Guide
• Only qualified personnel should install or
perforin maintenance -
Be aware odangerous high DC voltage.
• I:)o not damage or scratch the rear surface
of the module.
• Do no handle or install modules vvhen I:hcy
are wet.
Nominal Operating
Cell Tentperatine
46°C 2
Operating Temperature
-40 - 85°C
Maximum System Voltage w
DC 1,000 V (lEC)
DC 1,000 V (UL)
Maximum Reverse Current
15A
-V Curves
Current [A]
IF
i
s
✓. bidd. brad=l,300MW/l'
7 _.. bpcieling Call Temp -5 C
r -ODe JIIIg Cell Temp=23C
- DDemling Cdr Temp = 4TrC
-�-^opealing hall Temp -53C
e
c la �� ea ae
Voyage r V ]
Current [A]
e
-'kPdklee.I,{d�Yldj Celllemp
.. V
--ImT4lma.l�w'o$"
-hind lrcrinAaWYlia
1
-alt Wed -2WHW
b
g 5 10 rs T7 74 A m c5 ai a3
Vollapef l' l
A&HYUNDAI
GREEN ENERGY
Sales & Marketing
55: E3urn]une,T-ro.OTlr,dan9-gu, x-Dngnam-si, GyeouTggF-do, 13591. Korea wntel;bate: G3r017
FSG • i, Rw. Tel: +82-31-M-691, 0. 6930, 69Y. I Fax: +82-2-74E-7675
solar,;'
SolarEdge Power optimizer
Module Add -On For North America
00 P320 / P370 / P400 / P405
FV power optimization at the module -level
— Up to 2S% more energy
a- Superior efficiency (99.5'%)
— Mitigates all types of module mismatch losses, from manufacturing to,erance to partial shading
— Flexible system design,. for maximum space utilization
Fast installation with a single bolt
— Next generation maintenance with module -level monitoring
Vodule-level voltage shutdown for installer and firefighter safety
Er'�NADA �6 T>.Y-F >S. C - T<6`id,N•CF!�Nil-A.,"s" � `
.3 F<"RLA1`vDJ UK- fci;•.i.:!-T'tf`etKF" '=l? TE{iiRiCA RU: _GAW,'1•IPdCtie W1d'
�.solared5e.us
slo l a r- e ■ z
SolarEdge Power Optimizer
Module Add -On for North America
P300 / P320 / P370 / P400 / P40
P300 7 P320 P370 ,._
05
P4OQ P4in
( Tor 60•telI
mod (far higher -power
(for high- {hDr 72 & 96 cell Ftdr then trim
64 and 72 -cell
ules)
__ ..._.
60 -cele modules) mndulesl modules]
_ modules}
INPUT
Rated Input DC Powe .I, 300 32p 370 400 405 W
.ot........... .......... .......
......
ii route M?aximurn input Voltage 48
(Voc at lowest temperature) 60 so. 125 Vde
..
A4PP Operating Range 8.48. 4
.......,.,<......,..<........ >.................................... .. -
80 Maximum Short Circuit Current Ilse) 10 ......... _T ,.....<._.
...... .1
to
lI
..... ... __
...........:.1.....12.5-105
.<•._ < �c
Maximurn DC Input Current . ......• . 13.75 2.63
Ad[ _
ax mum Eficiency 99.5
lNeighi:edF.fidency.,....�............. ..... • 98.8, _....................<........_.....-.._....<- _. ........
Crvervo(Eage Category ...............<.<........._... ii.............. .......-......_..........
......!�_.<...
_..., ... �_. t .�. _T _._.._.._ _ .. --
OUTPUT DURING OPERATION (POWER 4PTIMIZEii CONNECTEp TO pPERATING VOLAREDGE INVERTER}
Maximum Output Current 15I 1111111:
..<.<..:...r:..................A&.....
Iv)axinlumOUt ueVoltage 85
OUTPUT DURING STANDBY {POWER OPTIMIZER DISCONNECTED FROM SOLAREDGE INVERTER OR SQLARFDGE-IN VERTER OFF)
S,.t FCAY Output Voltage per Power
-- -- _...... — — -
D0 mizer 1 Vdc
STANDARD COMPLIANCE
EiL4C FCC Part15 Class F1, IEC61000-6-2, IEC61000-6-3
..................... ,..>.<-..<...... <.,•<..,<..............<..........,......................
Safety fEC62109-1(class II safety), UL1741
RnHS .'-.
...................<....._...._..........._.. .
�..._. .........._ _<._. —. _. —r W�...
INe'rals.aTrnnlcnertsTrnaet
Maximum Allowed System Voltage
Compatible inverters
D`mensions (W x L x H)
Weight (including cables) ....
Input Connector
Output Wire Type / Connector
....................<.............. 1000
All SolarEdge Single, Phase and Three phase Inverters
.........................._..,....
._.......
5
152 / x0
128x152x27.5/5x5.97x1.08 128x152x35128 xmm/in
............ ...<.......... ........................5 x 5.97i 1.37 S x 5.97 x 1.96
630 / 1.4 750 / 1.7 , . - 845/1.9 -r/lb
' <
Compatible MC4
MC4 Com /
p Amphenol AH4 MC4 Compatible
Double Insular:ed;,......................._........
Double insulated; MC4 Compatible MC4/ Double Insulated; MC4 Compatible
............�.............._.........._.,. ..,.......................... - Amphenol AH4
Output Wiry Lengt}I C 95 3.0 . <
-...... ...I....................<<.................--...................... ..3.5.._..-.....,_._ ...:......rn
.....
peratil�g Tt mperature Ranke ... -40 -•'•85 / -40 -'+185
Protection Rating .. .......... .... .............. F....
...... - I ... / NEMA6P . .
Relative Humlctlty .... _ .... 0 - 100 <...<...................................... _..........
.......................................................
4":RotrdsTC Pfl W of the r+rMf1110. Moduln of Meta #5%rowe r tolerance allowed. - • - • - - • •'
PV SYSTEM DESIGN USING SINGLE PHASE
A SOLAREDGE INVERTER12" I 14D -WAVE SINGLE PHASE THREE P14A5E.2UV THREE.PHASE 490V
Minimum String Length ....... — —
(Power ,ptimizersJ to
18
..,..,.....<_.........................................._..._........................ ........,................ ...:........ ..... ..Maximum String Length
,Power Optimizers) 25 50
.......... .I — .................... .........................
..,_.............. _.
.............
Maximum Power per String 57 0 6000 with
_ SE7600H-US 5250 GQQd 127$0 W
ParalleiStrings of Different Lengths............................................................ ._.... . .............
er Orientations Tes
...................................
..................................... .:........ ....__:................................ I .............. ..........
.....:
I ' For doTAW vri ng sfrrnR IMpoHadon rcrpr to:
Ion ��!; swNl.Sol,rtdgr. romlyltr, sJdefaldtJM1tesllrrrrrg,�piry�r�n.➢d!,
ri' It is ml ajo w_d to in:x NU5 Wit 11 1n ono 5t'Wl.
solar=
SolarEdge Single Phase Inverters
for North America
SE300 IH- S / 5 6 H- S / 500OH -U / 00O -U /
SE 6 6H -US
Optimized installation with Ha -Wave technology
50PUbCaIly oessgned to Werk With Polder ::atim ?ers
Record -b' eaking efficiency
Fixed voltage inverter for longer strings
'+ Integrated Arc Fault pratection anci Rapid Shutdown for i%c 2014 and 2C?:7, perarrttle 6W,111 and 590,12
UL 1741 5A certified, For CPUC Rule 2i. grid compliance
Extremely srna#i and eesy to in5t6110Ltdoors.or indoors
High reliability without any electrolytic capacitors
Built-in module -level monitoring wave
Optional: Revenue .-rade data, ANSI C12.20 Class 0.5 (0.5% accuracy)
2-i`:ii';,/t;:1:^ t:it:f2^r`. \[ Y'•'ist `i'•i lire:"•ai.:l•I:"F:ct d ,+: f A- I. T'€<<t.i,l-7 F. �i::YH Pi I. ti Ti €.f l RAMI-'Cl!i+i`:Y'ti'.JEF'i R;fifi;+ xF : AFi;A www. sofa redge.us
solar=es z Single Phase Inverters for North America
SE300UH-US / SE380OH-US/ SE500OH-US I'S E6000H-US/ SE760OH-US
15A 20A 30A 40A .40A
SE3000H-US SE3800H-US f10H-U
— ---- -- ---- --- ...... ....
OUTPUT
Rated Power Out 3000 3800 7600 VA
..................... ....... ........... .............. .... .. ......... ....
Max. AC Power Output 3000 •WO VA
. ............................... ..... ............. ...... ... ...
AC Output Voltage Mir:.-Nom.-Max. (183 - 208:!.
Vac
AC Output Voltage in Nor -Mx (211 - 240 - 264) V Vic
......... 1-1 — . — �4—:-,—r ' I —. r..- . ... ... . ........ ............... ............ . ....
.�AC'r qUency. (Nominal) 59.3 - 60 - 60S!' Hz
........
.... ................... .... ...........
J�aximum Conn n U OUS OkAPUt Current 208V 24 ....... ...
-- .................. * ......... * ........ . ....... ........ ------ — ...... .... ...
Maximum Continuous Output Current 240V 12.5 1 2
. ........... ................ ....... ....... ........ 25A
..........
Gf-'4DI Threshold ......
. .......... .................... ............ ................. ........... ........
Utility Monitoring,, Islarding Protection,
Yes
INPUT
Maximum DC Power —4650 59pD 7750 9300
..... ............ W ......
Transformer-less, Ungrounded Yes
ly!aXiFLInputVoltag
............................ ..... .................. .....480 ........... .........
,rr
1 PIM11-11— ...e Voltage......,.. 11 ...... I—. .................I....... ......... — ...... ..
"�orntnal'DC'lr put VoMq�, 380
........ I ........... . 400 Vdc
....... .... Adc-
IV1aXi1-nUmInP1,'tC1Jrren1, 208V
............................... ......... ......
—Maxirnual Input Current 240V 8.s S 16.5 20 i Ci Ade
MaX. Input Short Circuit 45 .... Adc
111-111-1-1 _puit Curren
.......... ......... ... ......... ........................... ...... ............ —... ..... .... I .......
Reverse-Polarity Protection yes
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 4 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
isolation Detection E Sensitivity
............
............ ..........
jyjaximum. Inverter Effi9 ciency
............. ........ ... ... ..... —1— ...... ............99.2
................. ........— ......... .... ......
CEC ti!q,Efficiency
99 %
.............................................. ...............
Nighttime PowvlConsurrij�ffSn <2.5 W ......
ADDITIONAL FEATURES
Supported Communication
.......interta Cellular
Grade Data, '1N51 C12 20 .........
Rapid S ......
�uldloy�n - NEC 2014-and 2017 690,12 Automatic Uoion AC Grid Disconnect
STANDARD COMPLIANCE
UL! 741, U 11741 SA, UL1699B,. CSA C27.2, Canadian AF
CI ............. 1— ....... .. —.- .11 ;. —1 1 1 — — 1-1.11-1-11.1 1-1 1-1— — � I—, I 1. ....... ............
Grid Connection Standards IEEE1547, Rule 21, Rule V1 (HI)
.......................... ....... ....... ..........
Emissions FCC Part 15 Class B
INSTALLATION SPECIFICATIONS
AC Output ConduitSize/AWG RangeConduit 114-6 AWG
. . . . . . . . . . . ........................ , , . , , P '�� � . I ' ' I I I I I � I I I I I � I I � . I A I I . I � I .......... ............. ............
DC Input ConduitSize/# of /AWG Range 0,75-1" Conduit strings trings/ 14-6 AWG
......................... .. .........
—Dimensions with Safety Switch 'lAxWxW
........ .... ........... ...... ............ 450 x 370 x 174 in'/kg/ nim
...... ......
1tvvith5afebySv-jitch 22/10 25 1/11.
..�Ipti5e - I -- — ....... ................ lb............
............. ....... . .. ... I ...... -- ................ < 50
dBA
.............
Natural
convection and
Cooling
Natural Convection internal far.
(user
....... ...... ....................... ......... .... .. ........... .......... .................. ........ ..... .. �qplaqeablel I
Ope13 ratingTe;Uerature. R,a.n.Fe .................... ...... (-40"Fl/
..... .............
...........
3R'(lpverter with Safety%vit-,h)
v;ppciiT
'Fw4i 01chwenvwill Ihnitiv input current to stated
AMIAWt V WQ InWrILIF WN
pawg de-F%17 Imm SVC