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HomeMy WebLinkAboutUntitled (2) City of Arcadia, CA Permit SOLR-18-0150
Development Services Department ,.) r� ,,--, �' ,---1 Permit Type;Solar
240 West Huntington Drive,Post Office Box 60021 1 1,_rr( .i I ., t
\I'
` Arcadia,CA 91066-6021 "$ " ( H ( ,j 1_, ,,i, i Work''.Classipcation:Residential Solar'
��
i (626)574-5416
, A .�Permit Status:Issued
ARCADIA Issue Date:02/15/2018Expiration: 08/14/2018
Addr NO. Dir Prefix Street Name Street Suffix City,State,Zip Parcel Number
404 E Longden AVE Arcadia,CA 5790024023 •
Contacts
AGRAWAL,ANIL K AND KUMKUM TRS Owner Sunsolar U S Inc Electrical Contractor
AGRAWAL TRUST (C-10)
404 E LONGDEN AVE 16755 Vonkarmen AVE,Irvine,CA 92606
(949)242-0088
Description:ROOF MOUNTED SOLAR FOR SFR Valuation: S 0.00 • Tenant
Total Sq Feet: 0.00 f Plan Check# Plan# .
Fees Amount Payments Amount Paid
Building Plan Check Fee Residential $50.00 Total Fees $300.91
Electrical Permit Issuance Fee $44.35 Cash/Receipt# $300.91
Fire Plan Check Fee Residential $50.00
Amount Due:
Inverters $77,78 $0.00
Panels $77.78
Solid Waste Management Fee 2 $1.00
Total: $300.91
p
3-7-1 O Insert a permit notice prefix in the report text bank,entry:
Permit Notice Prefix
rit.IAL., k
This permit/plan review expires by time limitation and becomes null and
void if the work authorized by the permit is not commenced within 180 days
from the date of issuance or if the permit is not obtained within 180 days
�T from the date of plan submittal.This permit expires and becomes null and
i CO-:,,' ED void if any work authorized by this permit is suspended or abandoned for 180
consecutive days or if no progressive work has been verified by a City of
Arcadia building inspector for a period of 180 consecutive days.
,,....),\ .. .)
February 15, 2018
Issued By: Date
February 15,2018 Insert a permit page footer in the report text bank,entry:Permit_Page_Footer Page 1 of 2
pp ARC,. r
d`PL1F0(�,9A% ,
cil! ... .„
V PERMIT/PLAN REVIEW APPLICATION
0.4 .E4 ,, Development Services Department,240 West Huntington Drive,Post Office Box 60021
'm....,,,oto Arcadia, CA 91066-6021, (626) 574-5416, Fax (626) 447-9173
City of
Arcadia
x LICENSED CONTRACT• ' 1 ECLARATION WORKERS'COMPENSATION DECLARATION
ereby affirm under penalty •,'perju that I am licensed under provisions of I hereby affirm under penalty of perjury one of the following:
iapter 9(commencing wi Section %000,of Division 3 of the Business and
Professions Codeyand my lij ense is ftl.�ofpel�neffect. 1����`�� ❑ I have and will maintain a certificate of consent to self-insure for workers'
License Class �lJ icer No.`U Exp. Date U compensation, as provided for by Section 3700 of the Labor Code, for the
performance of the work for which this permit is issued.
Tfl
Signature of Contractor ry.
OWNER-BUILDER DECLARATION I have and will maintain workers'compensation insurance,as required by Section
❑ I hereby affirm under penalty of perjury that I am exempt from the Contractors 3700 of the Labor Code,for the performance of the work for which this permit
License Law for the following reason(Section 7031.5,Business and Professions its issued.My workers'compensation insurance carrier and policy numbers are:
Code.Any city or county which requires a permit to construct,alter,improve, Carrier
demolish,or repair any structure,prior to its issuance,also required the applicant
for such permit to file a signed statement that he or she is licensed pursuant to the Policy Number
provisions of the Contractors License Law(Chapter 9(commencing with Section 1 (This section need not be completed if the permit is for one hundred dollars or less)
7000)of Division 3 of the Business and Professions Code) or that he or she is that in the performance of the work f• whi.h this permit is issued,I shall
exempt there from and the basis for the alleged exemption. Any violation of
Section 7031.5 by any applicant for a permit subjects the applicant to a civil • employ •any person in any manner so . to b ome subject to the workers'
penalty of not more than five hundred dollars($500)): compensation Laws of California,and agree, at if should become subject to the
workers'compensation provisions of Sec on 37+10 of the Labor Code,I shall
ElI, as owner of the property, or my employees with wages as their soleforthwith comply with those provisions.
compensation,will do the work,and the structure is not intended or offered for ��\���
sale(Section 7044,Business and Professions Code:The Contractors License Date Signature
Law does not apply to an owner of property who builds or improves thereon,
or who does such work himself or herself or through his or her own .
employees,provided that such improvements are not intended or offered for WARNING: Failure to secure Workers'Compensation coverage is unlawful,
sale.If,however,the building or improvement is sold within one(1)year of and shall subject an employer to criminal penalties and civil fines up to one
completion,the owner-builder will have the burden of proving that he or she hundred thousand dollars($100,000),in addition to the cost of compensation,
did not build or improve for the purpose of sale). damages as provided for in Section 3706 of the Labor Code, interest, and
attorney's fees.
❑I, as owner of the property, am exclusively contracting with licensed
contractors to construct the project(Section 7044, Business and Professions
Code:The Contractors License Law does not apply to an owner of property CONSTRUCTION LENDING AGENCY
who builds or improves thereon, and who contracts for such projects with a I hereby affirm under penalty of perjury that there is a construction lending agency
contractor(s)licensed pursuant to the Contractors License Law). for the performance of the work for which this permit is issued (Section 3097,
Civil Code).
❑ I am exempt under Section 7044,Business and Professions Code,for this reason:
Lender's Name
Date Signature Lender's Address
IMPORTANT: APPLICATION IS HEREBY MADE TO THE BUILDING OFFICIAL FOR A PERMIT SUBJECT TO THE CONDITIONS AND
RESTRICTIONS SET FORTH ON THIS APPLICATION AND THE FOLLOWING:
1. The City's approved plans and permit inspection card must remain on the job site for use by City inspection personnel.
2. Final inspection of the work authorized by this permit is required.A Certificate of Occupancy must be obtained prior to use and occupancy of new buildings
and structures.
3. Per South Coast Air Quality Management District(AQMD)regulations,renovation and remodeling work that results in the removal,stripping,or altering
of asbestos containing materials requires an asbestos survey and removal prior to disturbing the asbestos.Please contact AQMD at(909)396-2000 for
further information.
r
1 "�
[7ame
_il 1' Title
PRINT NAME
1 I certify that I have read t is appli,ation and state that the above information is correct and that I am the owner or duly authorized agent of the owner.
I agree to comply with .11 City f rdinances and State Laws relating to building construction. I hereby authorize representatives of the City of
' Arcadia to enter upon the',.Bove-1 entioned property for inspection purposes.
I
I\ Signature -- Date
Lia E. LONGDEN AVENUE
31'
3'-1"___ --
I
PROPERTY CHIMNEY
LINE1 N/FJRE_ LINEPROPERTY
CLEARANCE / 1:
\i
I I I (E)zoo AMP MAIN
SERVICE PANEL o.
1 2 3 4 5 6 7 8 9 10 r (N)AC DISCONNECT
11 12 13 14 15 16 17 18 19 (N)INVERTER/
5, DC DISCONNECT
20 21 22 23 24 25 26
LI I
I I I
VENT(TYP)
_ARRAY#1:(26)MODULES
i
TILT=14°,AZ=18o°
�4'
STRUCTURAL ANALYSIS FOR NEW PHOTOVOLTAIC SOLAR SYSTEM
NOTE:
THES CALCULATIONS ARE BASED ON INFORMATION AND MEASUREMENTS PROVIDED BY THE CONTRACTOR FROM
HIS SITE INSPECTION.
1 Project Information: ,PV SOLAR ARRAY:AGRAWAL RESIDENCE
Latitude [34.1140° deg N 404 E. LONGDEN PLACE,ARCADIA,CA 91006
Longitude -118.021° deg W
Wind Speed 110 mph
Wind Exposure C
Site Class D
Seismic Design Category [D 1
2 Loads:
Existing Roof Dead Loads:
2 x 6 Rafters @ 24" OC 1.1 psf
1/2" Roof Sheathing 1.7 psf
Roof Felt 1.5 psf •,\4
IAsphalt Shingle 5.0 psf �,<v
Miscellaneous I 3.2 psf s No.
Total 12.51 psf 4. ° Fx5' 1 V31 LV
Existing Snow Load: 0.0 psf
Existing Roof Live Load: 20.0 psf `Jr
Proposed Roof Live Load: 20.0 psf
Wind Load: Using CBC 2016(ASCE 7-10),Components and Cladding, Part 2: Low Rise Buildings(Simplified),the
following wind pressures were calculated.
pnet=2t,(Kzt)(pnet30)= 14.101-39.40 psf
= 1.21
Kzt= 1.00 _
pnet30= [11.651-32.56 (Roof pitch=14 deg,Zone=2,Aeff= 18.0 sf,V=110 mph)
Lag Bolt Capacity:
5/16" lag bolt capacity=270 lbs per inch embedment
With 2 1/2" minimum embedment,capacity=675 lbs
Required Capacity:
39.40 psf* 26 modules* 18.0 sf= 18438.1 lbs
18438.1 lbs/ 38 lag bolt connections= 485.2 lbs
The pull-out capacity of the 5/16" lag bolts with a minimum 2 1/2"embedment into the roof rafter is sufficient
to meet the demand of the wind uplift force on the solar system.
Seismic Load: Per Section 3403A.4 of the CBC 2016, if the demand-capacity ratio of the lateral load-carrying
elements increases less than 10%due to the addition of the solar system, no special provisions or structural
modifications are required.
Existing Roof Weight= 12.5 psf* 3020 sf= 37750 lbs
Weight of Solar System= 26 modules* T 42 9j lbs+ 234 lbs of racking= 1349 lbs
1349 lbs/ 37750 lbs= 0.04
The increase in load from the solar system will not increase the demand-capacity ratio of the existing lateral
load-carrying elements by over 10%.
NOTICE: VISION CIVIL ENGINEERING:JENNIFER KEMME, PE
ANY CHANGES TO OR USES OF THESE DOCUMENTS 12273 11TH STREET,YUCAIPA,CA 92399
WITHOUT THE WRITTEN CONSENT OF VISION 909.754.8300, JENKEMME@VISIONCE.COM
CIVIL ENGINEERING IS STRICTLY PROHIBITED. RCE 73054, EXP 12/31/18
Prepared by JENNIFER KEMME 2/15/2018 Page 1
STRUCTURAL ANALYSIS FOR NEW PHOTOVOLTAIC SOLAR SYSTEM
NOTE'
THESE CALCULATIONS ARE BASED ON INFORMATION AND MEASUREMENTS PROVIDED BY THE CONTRACTOR FROM
HIS SITE INSPECTION.
3 Analysis of Existing Rafter Capacity: PV SOLAR ARRAY:AGRAWAL RESIDENCE
404 E. LONGDEN PLACE,ARCADIA,CA 91006
Rafter Loads:
Solar system dead load= 1349 lbs/ 38 lag bolts total= 35.5 lbs at each lag bolt
Existing roof dead load= 12.5 psf
Snow load= 0 psf
Roof live load= 20 psf
Wind load= 173.6 lbs, 485.2 lbs
Rafter span= 10.5 ift
Load Combinations That Apply:
#1: D+ Lr or S= 12.5 psf+ 35.5 lbs at each lag bolt+ 20.0 psf
#2: D+0.75(0.6W)+0.75(Lr or 5)= 12.5 psf+ 35.5 lbs at each lag bolt)+(0.75 (0.6) 173.6 lbs at each lag bo
(0.75 ( 20 psf))
#3:0.6D+0.6W=0.6 ( 12.5 psf+ 35.5 lbs at each lag bolt)-(0.6) 485.2 lbs at each lag bolt
Calculated Maximum Bending Moment:
#1: 447.9 ft/lbs+ 93.2 ft/lbs= 541.1 ft/lbs
[( 33 psf) ( 10.5 ft^2)]/8= 447.9 ft/lbs
[( 35.51 lbs) ( 10.5 ft)]/4= 93.2 ft/lbs
#2: 172.3 ft/lbs+ 93.2 ft/lbs+ 205.1 ft/lbs+ 206.7 ft/lbs= 677.3 ft/lbs
[( 12.5 psf) ( 10.5 ft^2)]/8= 172.3 ft/lbs
[( 35.51 lbs) ( 10.5 ft)]/4= 93.2 ft/lbs
0.75 [(0.6)( 173.6 lbs) ( 10.5 ft)]/4= 205.1 ft/lbs
0.75 [( 20 psf) ( 10.5 ft^2)]/8= 206.7 ft/lbs
#3: 103.4 ft/lbs+ 55.9 ft/lbs- 764.2 ft/lbs= -604.9 ft/lbs
0.6 [( 12.5 psf) ( 10.5 ft^2)]/8= 103.4 ft/lbs
0.6 [( 35.51 lbs) ( 10.5 ft)]/4= 55.9 ft/lbs
0.6 [( 485.2 lbs) ( 10.5 ft)]/4= 764.2 ft/lbs 45)�'``
Section Required: 677.3 ft/lbs(12)/1518 psi= 5.4 Cu in ! ''`
Section Provided: [ 1.5 ( 5.5 ^2)/6= 7.6 cu inu+d
7.6 cu in > 5.4 cu in,OK s, , P
Calculated Deflection:
[5( 32.5 psf/12) ( 126 inA4)]/[384(1200000) ( 20.8 )] = 0.36 in
Allowable Deflection: 126 in/240= 0.53 in
0.53 in> 0.36 in, OK
NOTICE: VISION CIVIL ENGINEERING:JENNIFER KEMME, PE
ANY CHANGES TO OR USES OF THESE DOCUMENTS 12273 11TH STREET,YUCAIPA, CA 92399
WITHOUT THE WRITTEN CONSENT OF VISION 909.754.8300, JENKEMME@VISIONCE.COM
CIVIL ENGINEERING IS STRICTLY PROHIBITED. RCE 73054, EXP 12/31/18
Prepared by JENNIFER KEMME 2/15/2018 Page 2
L 07. Panasonic
Photovqltaic Module
N330/N325
Panasonic's unique heterojunction technology uses ultra-thin
amorphous silicon layers.These thin dual layers reduce losses, _.--
resulting in higher energy output than conventional panels. , I
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material which captures more tight and converted into energy. I
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B.ck Sheet 1- Back Sheet
Our competitive adv; MMages
® ® High Efficiency at High Temperatures 25 Year Product and Performance Warranty**
— As temperature increases, HIT®continues to Industry leading 25 year product workmanship
® .:" perform at high levels due to the industry leading and performance warranty is backed by a century
temperature coefficient of-0.258%/°C. No other old company- Panasonic. Power output is
module even comes close to our temperature guaranteed to 90.76%after 25 years,far greater
characteristics. That means more energy than other companies.
throughout the day.
Quality and Reliability :6" Higher Efficiency 19.7%
Panasonic's vertical integration,20 years of 't' Enables higher power output and greater energy
experience manufacturing HIT®and 20 internalyields. HIT®provides maximum production for your
tests beyond those mandated by current limited roof space.
standards provides extreme quality assurance.
®b Low Degradation �-°� Unique water drainage
®®0`I HIT"N-type" cells result in extremely Low Light The water drainage system give rain,water and
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Induced Degradation (PID)which supports soiling on the panel. Less dirt on the panel means
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HIT°is a registered trademark of Panasonic Group
H I T Panasonic
Photovcltaic Module
N330/N325
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ELECTRICAL SPECIFICATIONS PERFORMANCE WARRANTY
Model VBHN330SA16 VBNN325SA16 1ao5; i
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Rated Power IPmaxP 330W 325W 9su rtm Mv ..
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Maximum Power Voltage(Vpm1 58.0V 57.6V
Maximum Power Current(Ipml 5.70A 5.65A
k. Mon power
Open Circuit Voltage(Vocl 69.7V 69.6V 55% eve sme e
Short Circuit Current(lscl 6.07A 6.03Aeow � Y eo%
Temperature Coefficient(Pmax1 -0.258%/°C -0.258%/°C 1
Temperature Coefficient(Voc) -0.16V/°C - -0.16V1°C
6 ,°.•7...ti .. zno- s.zazc¢,,...t1., i..rz,z l',,.-.°"y;v .�,�1...;�'• s�`
Temperature Coefficient fisc) 3.34mA/°C 3.32mA/°C 70%v s 10 IS m 55
60 Panasonic as Conventional
NOCT 44.0°C 44.0°C
CEC PTC Rating 311.3W 306.5W
, 1
Cell Efficiency 22.09% 21.76% DIMENSIONS _
41.5110531 1381351 253106.51
Module Efficiency 19.7% 19.4% I B' I'(r- 1
Watts per Ft.v 18.3W 18.0W ©m -
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Maximum System Voltage 600V 600V 1% II
3 3
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F''L �°
Series Fuse Rating 15A 15A .. b
A
Warranted Tolerance(-/+I +10%/-0%• +10%/-0%' A s p$'` b
c A'
MECHANICAL SPECIFICATIONS - 471
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Model V.DHN33DSA16 VDHN3255Atd I'
Internal Bypass Diodes 4 Bypass Diodes
Module Area 18.02 Ft.'(1.67m'I * 30.010091 1
Weight 40.81 Lbs.(18.5kg1 1 I '''''''''''..Q43/44.2)
°°n,
ro=04 4.2)'
Dimensions LxWxH 62.6x41.5x1.4 in.(1590x1053x35 mml d \�
u°'umuw
Cable Length+Male/-Female 40.2/40.2 in.(1020/1020 mml
-
Cable Size/Type No.12 AWG/PV Cable L74 174
`"
Connector Type' Multi-Contact.Type IV IMC41"l F.
0.994175751 0
Static Wind/Snow Load 50 PSF(2400 Pal ,- U
0.797170.2510
0
-
Pallet Dimensions LxWxH 63.7x42.2x65.4 in. I 1.2601321 i I I 1.457)371
Quantity per Pallet/Pallet Weight 40 pcs./1719 Lbs.1780 kg) Unit:inches(mm) Section A-A' Section B-B'
Quantity per 40'Container 560 pcs. \
Quantity per 20'Container 240 pcs. -\
DEPENDENCE ON IRRADIANCE
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OPERATING CONDITIONS&SAFETY RATINGS 6.00 =--1- ----------- `1
Model. VBHN330SA16,VBHN325SA16 5.00 anew/ro -
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Operating Temperature -40°F to 185°F(40°C to 85°C1 4.00 ---600W/ni-- - -+ \
Hail Safety Impact Velocity 1"hailstone 125mm)at 52 mph 123m/sl ` ___-_-__ 111
c_i= 3.00 -- 4nnW/tri
Safety&Rating Certifications UL 1703,cUL,CEC _...__ _.._._
2.00 -XII --
UL 1703 Fire Classification Type 2 I2oowmi
Limited Warranty 25°°Yrs Workmanship and Power Output(Linear)'•' 1.00 -- I ---r- ---
I/ \\
0.00
NOTE:Standard Test Conditions:Air mass 1.5;irradiance=1000W/m';cell temp.25°C 0 10 20 30 40 50 60 70 80
•Maximum power at delivery.For guarantee conditions,please check our guarantee document. Voltage IV)
••Installation need to be registered through our website www.panasonieusahitwarrantv.com within 60 days Reference data for model:VBHN3305A76
in order to receive twenty-five 1251 year Product workmanship.Otherwise,Product Workmanship will be (Cell temperature:25°CI
l
only fifteen(151 years.
•••1st year 97%.after 2nd year 0.26%annual degradation to year 25. ®CAUTION!Please read the installation manual carefully before using the products.
'STC:Cell temp.25°C,AM1.5,1 '
supplied electrical and electronic products must not be mixed with general household waste.For proper treatment,
'Safety locking clip IPV-55H41 is riot supplied with the module. recovery and recycling of old products,please take them to applicable collection points in accordance with
NOTE:Specifications and information above may change without notice. your national legislation.
Panasonic Eco Solutions of North America All Righty Reserved 172017 COPYRIGHT Pan38onit Corporation
Two Riverfronl Plaza,5th Floor,Newark,NJ 07102 $pecd¢ahons are subject to change,w.lhoul notice
Panasonic panasonicHlTQus.panasonic.com 04/7017
business.panasonic.com/solarpanels Rs1717o_OS
solar ® ® ® W
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SolarEdge Power Optimizer2
Module Add-On For North America F_
P300 / P320 / P370 / P400 / P405 c
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PV power optimization at the module-level
- Up to 25%more energy
' — Superior efficiency(99.5%)
- Mitigates all types of module mismatch losses,from manufacturing tolerance to partial shading '
— Flexible system design for maximum space utilization
- Fast installation with a single bolt
— Next generation maintenance with module-level monitoring
— Module-level voltage shutdown for installer and firefighter safety
USA-CANADA-GERMANY-ITALY-FRANCE-JAPAN-CHINA-AUSTRALIA-THE NETHERLANDS-UK-ISRAEL-TURKEY-SOUTH AFRICA-BULGARIA-INDIA www.solaredge.us
solar " • • M SolarEdge Power Optimizer
Module Add-On for North America
P300/ P320/ P370/ P400/ P405
P300 P320 P370 P400 P405
for 60-cell mod- (for high-power (for higher-power
( g -power 60 and 72-cell (for 72&96-cell (for thin film
ules) 60-cell modules) modules) modules) modules)
INPUT
Rated Input DC Power1�1 300 320 370 400 405 W
Absolute Maximum Input Voltage
(Voc at lowest temperature) 48 60 80 125 Vdc
MPPT Operating Range 8-48 8-60 8-80 12.5-105 Vdc
Maximum Short Circuit Current(Isc) 10 11 10.1 Adc
Maximum DC Input Current 12.5 13.75 12.63 Adc
Maximum Efficiency 99.5
Weighted Efficiency 98.8
Overvoltage Category II
OUTPUT DURING OPERATION(POWER OPTIMIZER CONNECTED TO OPERATING SOLAREDGE INVERTER)
Maximum Output Current 15 Adc
Maximum Output Voltage 60 85 Vdc
OUTPUT DURING STANDBY(POWER OPTIMIZER DISCONNECTED FROM SOLAREDGE INVERTER OR SOLAREDGE INVERTER OFF)
Safety Output Voltage per Power
1 Vdc
Optimizer
STANDARD COMPLIANCE
EMC FCC Part15 Class B,IEC61000-6-2,IEC61000-6-3
Safety IEC62109-1(class II safety),UL1741
RoHS Yes
INSTALLATION SPECIFICATIONS
Maximum Allowed System Voltage 1000 Vdc
Compatible inverters All SolarEdge Single Phase and Three Phase inverters
Dimensions(W x i(W x L x H) 128 x 152 x 27.5/5 x 5.97 x 1.08 128x152x35/ 128x152x50/ mm/in
5 x 5.97 x 1.37 5 x 5.97 x 1.96
Weight(including cables) 630/1.4 750/1.7 845/1.9 gr/lb
Input Connector MC4 Compatible MC4/ MC4 Compatible
Amphenol AH4
Double Insulated;
Output Wire Type/Connector Double Insulated;MC4 Compatible MC4/ Double Insulated;MC4 Compatible
Amphenol AH4
Output Wire Length 0.95/3.0 1.2/3.9 m/ft
Operating Temperature Range -40-+85/-40-+185 °C/°F
Protection Rating IP68/NEMA6P
Relative Humidity 0-100
111Rated STC power of the module.Module of up to+5%power tolerance allowed.
PV SYSTEM DESIGN USING SINGLE PHASE SINGLE PHASE THREE PHASE 208V THREE PHASE 480V
A SOLAREDGE INVERTERI� ) HD-WAVE
Minimum String Length
8 10 18
(Power Optimizers)
Maximum String Length
(Power Optimizers) 25 25 50
Maximum Power per String 5700(6000 with 5250 6000 12750 W
SE7600H-US)
Parallel Strings of Different Lengths
or Orientations Yes
121 For detailed string sizing information refer to:http://www.solaredge.com/sites/default/files/string_sizing_na.pdf.
(al It is not allowed to mix P405 with P300/P370/P400/P600/P700 in one string.
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©Sol'arEdge Technologies,Inc.All rightstreserved.SOLAREDGE,the SolarEdge.logo,OPTIMIZED BY SOLAREDGE
are trademarks-or registered trademarks of SolarEdge Technologies,Inc.All other trademarks,mentioned herein are.
trademarks of their resoedtive owners.Dater 03/2017 \t02.Subject to change without notice. •
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solar„® ' • e . , Single Phase Inverters for North America
SE3000H-US I SE3800H-US I SE5000H-US I SE6000H-US/SE7600H-US
SE3000H-US SE3800H-US SE5000H-US SE6000H-US SE7600H-US
OUTPUT
Rated AC Power Output 3000 3800 5000 6000 7600 VA
Max.AC Power Output 3000 3800 5000 6000 7600 VA
AC Output Voltage Min.-Nom.-Max.(183-208-229) - • - ✓ - - Vac
AC Output Voltage Min.-Nom.-Max.(211-240-264) ✓ ✓ ✓ ✓ ✓ Vac
AC Frequency(Nominal) 59.3-60-60.5(�) Hz
Maximum Continuous Output Current 208V - - 24 - - A
Maximum Continuous Output Current 240V 12.5 16 21 25 32 A
GFDI Threshold 1 A
Utility Monitoring,Islanding Protection,
Country Configurable Thresholds Yes
INPUT
Maximum DC Power 4650 I 5900 I '7750 I 9300 I 11800 W
Transformer-less,Ungrounded Yes
Maximum Input Voltage • 480 Vdc
Nominal DC Input Voltage 380 400 Vdc
Maximum Input Current 208V - - 15.5 - - Adc
Maximum Input Current 240V 8.5 10.5 13.5 16.5 20 Adc
Max.Input Short Circuit Current 45 Adc
Reverse-Polarity Protection Yes
Ground-Fault Isolation Detection 600ku Sensitivity
Maximum Inverter Efficiency 99 I 99.2 %
CFE Weighted Efficiency 99
Nighttime Power Consumption <2.5 W
SELF-SUSTAINING POWER OUTLET(OPTIONAL)
Nominal Output Voltage 120 V
Maximum Output Power 1500"1 W
External Outlet with GFDI Yes
ADDITIONAL FEATURES
Supported Communication Interfaces RS485,Ethernet,ZigBee(optional),Cellular(optional)
Revenue Grade Data,ANSI C12.20 Optional
Rapid Shutdown-NEC 2014 690.12 Automatic Rapid Shutdown upon AC Grid Disconnect
STANDARD COMPLIANCE
Safety U11741,UL1699B,CSA C22.2,Canadian AFCI according to T.I.L.M-07
Grid Connection Standards IEEE1547,Rule 21,Rule14(HI)
Emissions FCC Part 15 Class B
INSTALLATION SPECIFICATIONS
AC Output Conduit Size./AWG Range 0.75-1" Conduit/14-6 AWG
DC Input Conduit Size/#of Strings/AWG Range 0.75-1" Conduit/1-2 strings/14-6 AWG -
Dimensions with Safety Switch(HxWxD) 17.7 x 14.6 x 6.8 /450 x 370 x 174 in/mm
Weight with Safety Switch 25.3/11.5 lb/kg
Noise <25 dBA
Cooling Natural Convection
Operating Temperature Range -13 to+140/-25 to+6011(-40'F/-40"C option)l`'1 "F/"C
Protection Rating NEMA 312(Inverter with Safety Switch)
irl For other regional settings please contact Solar Edge support
Irl Depends on PV availability
hl Revenue grade inverter P/N:SExxxxH-US000NNC2
E'l Power de-rating from 50T
1'1-40 version P/N:SExxxxH-US000N NU4
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are eadetatv5oktrtespeotfve owners,Date;0172017_110,1SuptegJo cHangeWithout notice. s
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ORION Racking System Data Sheet I' J
° SOLAR RACKING
0
Oriontandard Rail
Part# Length Finish
GR-R-STD-85-MILL 85
GR-R-STD-132-MILL 132 Mill
GR-R-STD-170-MILL 170
° GR-R-STD-208-MILL 208
GR-R-STD-85-CLR 85
GR-R-STD-132-CLR 132 Anodized
• ,,4-, „7 GR-R-STD-170-CLR 170 Clear
GR-R-STD-208-CLR 208
GR-R-STD-85-BLK 85
GR-R-STD-132-BLK 132 Anodized
GR-R-STD-170-BLK 170 Black
GR-R-STD-208-BLK 208
a_ 7 6 5 4- 3
D 1.15
I 0.55 1
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0.55
1
Features: F,.
o 6005 T5 Aluminum Its
o Available in Mill, Clear Anodized, or Black Anodized
o Conforms to UL STD 1703 and 2703
• Weight:
Length Weight(lbs)
85 5.01
132 7.78 orlon Sow Raaamg
A 1tL• 316 409-4616ef�
179 10.02 ` '
a�Re�Omnw
208 12.25 DRAWN DY
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SMEET 1
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ORION Racking System Data Sheet ( 1.7 FttrttJ1
•
1.79 ° SOLAR RACKING
0 0.50
Oriontandard Rail
0.50 B 7 6
Diamond Shaped Channel Nut exclusively -�= ' ��— --4 , .'. of
for our rail. \\ -�
D 0.79 \^-�._-----\ I ''J
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° All attachments will use this channel nut. .
�� 0.50
1/4-20 threaded hole #'�
T5 Aluminum ��� �'
° 6063 ��� 0.38
6 5 4 3 2
BI
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D
I Span Chan
0,38 GROUND ORION RACKING MAX.RAIL SPAN(FT)FOR ROOF ZONE 1*
SNOW pXPOSURE B WIND SPEEDS(MPH) EXPOSURE C WIND SPEEDS(MPH)
LOAD(PSF) 110 _ 130 150 110Q130 150
0 8 6 4 O'16
6 4
10 8 6 4 6 6 4
20 6 6 4 6 6 4
30 6 6 4 6 4 2
40 6 6 4 6 4 2 C
50 6 66 4 4 6 2
60 6 6 4 6 4 2
70 4 6 4 4 4 2
80 4 6 4 4 4 2
90 2 6 4 2 4 2
*Maximum Building Height Considered=30 ft
GROUND ORION RACKING MAX.RAIL SPAN(FT)FOR ROOF ZONE 2*
SNOW EXPOSURE B WIND SPEEDS(MPH) EXPOSURE C WIND SPEEDS(MPH)
LOAD(PSF) 110 130 150 110 130 Oric n Sola2Rocking
291i Vail Ave.Curlrli erre,CA I
0 6 6 4 6 4 TEL: (310)409-4616
10 6 6 4 6 4 Copyright© 011 Orion Rackinc
20 6 6 4 6 4 2
orionam
olerrecing.co
30 6 6 _ 4 6 4 DRAWN DY
8 40 6 6 4 6 6 4 CgMCA. SchwaZtzmart
TERIAL
50 6 6 4 6 4 AL 6063 2
60 6 6 4 6 4 DESCRIPTION2
70 4 6 4 4 4 Channeltlut
80 4 6 4 4 4 Al-IFFT 1 OF
90 2 6 4 2 4 2
6 5 4 *Maximum Building Leight Considered=30 ft
O..e,.Cel..ril..ek„g
2917 Veil Ave.Commerce,CA 90040
TEL:(310)409-4616 A
Copyright 0 2011 Orlon Racking.
orionsolarracking.com
DRAWN BY DATE
C.Schwartzman 01/09/15
MATERIAL
HSIZE PART NO. REV 0
HSS Steel,Galvanized-Hot Dip
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ORION Racking System Data Sheet I
OLAR RACKING
Shingle RRoof Flashing Kit
11nstallation Overview
5/16" x 3.5 ---
Lag Bolt
T-Bolt
`� f Assembly
Metal Bonded T
L-Foot
Sealing Washer
Rubber Grommet
B �r
Metal Flashing
O Locate rafters and chalk horizontal and vertical lines to mark location of enetrCc s 03 " 03a/0l„ 1/4” holes
5
and backfill with sealant. A PARTND. NR
SHEETI OF1 NTS DO NOT SCALE DRAWMD
8 7 6 5 4 3 2
o Slide flashing between composition shingle and line up dimple hole with pilot hole.
Q Place rubber grommet on top of dimple, then the L-Foot, ensuring,a secure fasten.
Q Take 5/16" x 3.5 Lag Bolt and tighten into rafter.
] 6 5 4 3 2
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ORION Racking System Data Sheet ('"DI I
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Part# Finish
GR-FLA-LFT-10X12-CLR Clear
GR-FLA=LFT-10X12-BLK x Black
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n i I.325 u
00.44
L.032 O
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o Weight: 0.617Ib
SHEET,.
o Flashing Material: 3003-H14 Aluminum Matte Black over Clear Epoxy 7 e e 6 3
o L-Foot Material: 6063 T6 Aluminum
o Hardware Material: Stainless Steel
o Pre-Assembled
o 3-Part water sealant system
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0
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