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HomeMy WebLinkAboutUntitled City of Arcadia, CA � , 4 ��" ,,`f" Permit�NO SOLR '18 ,0150 ' . Development Services Department 77 'J'-'-«� 1'�,$.a ,,�� .� Pern?! Type• �nSolar' . 240 West Huntington Drive,Post Office Box 60021- I - , 1 F ) , ,` Arcadia,CA 91066-6021 ,, I r ; ; r t , Work Classification Residential�Solar I (626)574-5416 " f i , ; s 1b f �. ,.; ,e, Permit Status °Issued ARCADIA .. ,Issue 02/15/2018:. Expiration: 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 AG RAWAL 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 t ':'rr Total Sq Feet: 0.00 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 Inverters Amount Due: $77.78 $0.00 Panels $77.78 ' Solid Waste Management Fee 2 $1.00 Total: $300.91 3-7-18 Insert a permit notice prefix in the report text bank,entry: Permit Notice Prefix rit.lAb 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 from the date of plan submittal.This permit expires and becomes null and i CO ,• TED 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. ,,...)\ ..)\\.j 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 r A c.1/ .. �: PERMIT/PLAN REVIEW APPLICATION , , Ps Development Services Department,240 West Huntington Drive,Post Office Box 60021 0 0#40,t,of 11° Arcadia, CA 91066-6021, (626) 574-5416,Fax (626) 447-9173 City of Arcadia LICENSED CONTRACT•-'"__. 1 ECLARATION WORKERS'COMPENSATION DECLARATION hhereby affirm under penalty,.' perj that I am licensed under provisions of I hereby affirm under penalty of perjury one of the following: apter 9(commencing wi Section/000,of Division 3 of the Business and Professions Code nd my li ense is f l,fol'pe effect. 1A,Z ` ❑ I have and will maintain a certificate of consent to self-insure for workers' License Class icen.-No. QJ�l ' Exp. Date-` ) V compensation, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued.- Signature of Contractor OWNER-BUILDER DECLARATION ti I have and will maintain workers'compensation insurance,as required by Section 0 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 is 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 /Policy Number for such permit to file a signed statement that he or she is licensed pursuant to the provisions of the Contractors License Law(Chapter 9(commencing with Section (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 exempt there from and the basis for the alleged exemption. Any violation of \, that in the performance of the work f•, whi,h this permit is issued,I shall Section 7031.5 by any applicant for a permit subjects the applicant to a civil t'i'employ any person in any manner so a to b ome subject to the workers' penalty of not more than five hundred dollars($500)): compensation Laws of California,and agree i at if should become subject to the workers'compensation provisions of Sec;on 37/10 of the Labor Code,I shall 0 I, as owner of the property, or my employees with wages as their sole forthwith comply with those provisions. compensation,will do the work,and the structure is not intended or offered for 2'-1. -�2 sale(Section 7044,Business and Professions Code:The Contractors License ate Signature Law does not apply to an owner of property who builds or improves thereon, 111, 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. IName YI" 'il 1, N. Title 1 PRINT NAME I certify that I have read t;is appli t ation and state that the above information is correct and that I am the owner or duly authorized agent of the owner. 1 I agree to comply with .11 City s rdinances and State Laws relating to building construction. I hereby authorize representatives of the City of 1 4 rcadia to enter upon the',•bove entioned property for inspection purposes. Signature Date tiat-k E. LONGDEN AVENUE 31' I I 3'-1"-- r-- —9'-1"-1 I I PROPERTY CHIMNEY LINE N/FIRE_ LINEPROPERTY CLEARANCE 1 I I I (E)200 AMP MAIN SERVICE PANEL 0 1 2 3 4 5 f 6 7 8 9 10 } (N)AC DISCONNECT 7\ l20I21I22l23124I25 12 13 14 15 16 17 18 19 (N)INVERTER/ 5, DC DISCONNECT I 26 I I I I LVENT(TYP) _ARRAY#1:(26)MODULES TILT=14°,AZ=18o° 24' STRUCTURAL ANALYSIS FOR NEW PHOTOVOLTAIC SOLAR SYSTEM NOTE;: THESE 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 2 Loads: Existing Roof Dead Loads: 2 x 6 Rafters @ 24" OC 1.1 psf 1/2" Roof Sheathing 1.7 psf �.QPFESS/0N Roof Felt 1.5 psf ,t\\ tic? k,�nlS [Asphalt Shingle 5.0 psf Vic' •`� ` Miscellaneous 3.2 psf `5 No• '305 m 1 y31 m Total 12.51 psf '`: Ex;:a: Existing Snow Load: 0.0 psf .7\> y� iJ �F� Existing Roof Live Load: 20.0 psf r } w 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=A.(Kzt) (pnet30)= 14.101-39.40 psf 26= 321 Kzt= 1.00 pnet30= [11.65 I-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* 42.9 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(WVISIONCE.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 ft 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 S)= 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 tf � Section Required: 677.3 ft/lbs (12)/1518 psi= 5.4 cu in - O' til. Section Provided: 1.5 ( ]5.5 ^2)/6= 7.6 cu in y6` E.):1)7.6 cu in> 5.4 cu in,OK s�4• `t c,, Calculated Deflection: [5( 32.5 psf/12) ( 126 in^4)]/[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 ft,.. rii7,2, 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. _ ,. 0 i ' t t rIE t Lill, a I Tob � i t ..V rmyeI 1 { 1111111N111111 I il li 1 l II 011 1141101111No _ Ype crysne slon evi `�, _ , Ibuble-sided teaturod eurmce Amor amorphous layer ? Th eom rph sulmlavL yars tgtt�P'�}£m� �� - Amorphous lever .. ', electrons m minimum levoL Trwsporent alecUade trCO) `�� J' .•-�`� . ..•.-. - Latlica-bps electrodes m''''. iiiiiiiiiiiiiiiUIIIIIIIIIIIIIlI UltraWn amorphous silicon Byer i I Si 1 I. ;iiiiIIIIIIIIlIIIflhIII Electrodes Advanced bifacial cell designed for increased energy output. X111111ff1111IIIThe cell utilizes sunlight reflected back from the rear side �� f material which captures more tight and converted into energy. �I� Panasonic Conventional 1/111 I I tl 11111 J i 11111!11 s'. _ i 1 I ' , t1 NMI f jj [ iI —r Back Sheet ' L Back Sheet" r f 1.w- competitive advantsges o ® High Efficiency at High Temperatures 25 Year Product and Performance Warranty** ® As temperature increases, ® ' ter year ow ® e� erform at hi h levels due toHITthe industcontinues leadinto andIndusterformance fol warrantprisduct backed borkmanship 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 im,r4'5: Higher Efficiency 19.7% Panasonic's vertical integration, 20 years of Enables higher power output and greater energy 1,4 experience manufacturing HIT®and 20 internal yields. HIT®provides maximum production for your tests beyond those mandated by current limited roof space. standards provides extreme quality assurance. o® ' Low Degradation Unique water drainage DOD, HIT"N-type"cells result in extremely Low Light C!� The water drainage system give rain,water and Induced Degradation (LID) and zero Potential 9 g snow melt a place to go, reducing water stains and Induced Degradation (PID)which supports soiling on the panel. Less dirt on the panel means reliability and longevity.This technology reduces more sunlight getting through to generate power. annual degradation to 0.26%compare to 0.70% in conventional panels, guaranteeing more power for the long haul. HIT°is a registered trademark of Panasonic Group H I T Panasonic Photovoltaic Module . N330/N325 , ELECTRICAL SPECIFICATIONS PERFORMANCE WARRANTY Model VBHN330SA16 VBIIN325SA16 'eo% Rated Power IPmaxl' 330W 325W 9s% 0f4z ; Maximum Power Voltage(Vpm) 58.0V 57.6V '" t � t e„ 90.76% Maximum Power Current Rpm( 5.70A 5.65A 9a% , t ",` s Y' s - 'J= e0% ;�s �^ k to Y.mix ase"`° 3+t `t ow 2 O o9s Open Circuit Voltage IVocl 69.7V 69.6V "% � Z g1'a+ � k Nom': Short Circuit Current(lad 6.07A 6.03A a°% l� d'"tii v '� .'" 4 -. t ip" 1 E, em Temperature Coefficient(Pmaxl -0.258%/°C -0.258%/°C ,iit-,..,',.:,,,,,,,,p,,,,,iik: p .t • a i,;. , '' � a x lia Temperature Coefficient(Voc1 0.16V/°C 0.16V/°C ° iyi�i ��{s g ; �`�� Temperature Coefficient(Isc) 3.34mA/°C 3.32mA/°C ]0%a s 10 00 :i 25 la Panasonic ei Conventional NOCT 44.0°C 44.0°C J CEC PTC Rating 311.3W 306.5W Cell Efficiency 22.09% 21.76% DIMENSIONS 61.5110531 1.38(35] 20.31516.51 -- Module Efficiency 19.7% 19.4% I 8' 1-n_- 43 Watts per Ft' 18.3W 18.0W _g 5E i I \ "4la_ Maximum System Voltage 600V 600V 4 I ' +,® a8o Series Fuse Rating 15A 15A a I /` Warranted Tolerance 1-/+1 +10%/-0%' +10%/-0%' A A' 4l' a' . v ar il- MECHANICAL SPECIFICATIONS \ v. l Model VBHN330SA16,VBHN32SSA1di •O Internal Bypass Diodes 4 Bypass Diodes Module Area 18.02 Ft.211.67m21 39.7110091 _ Weight 40.81 Lbs.118.5kg1 I Dimensions LxWxH 62.6x41.5x1.4 in.(1590x1053x35 mml ` Cable Length+Male/-Female 40.2/40.2 in.(1020/1020 mm) - Cable Size/Type No.12 AWG/PV Cable `"`" L``` m 171 'oil Connector Type' Multi-Contact®Type IV(MC4T"I J i. c?_ 0.996[25251 - 1 0 so 6.797120.25 Static Wind/Snow Load 50 PSF 12400 Pal o Pallet Dimensions LxWxH 63.7x42.2x65.4 in. I 1.2601321 I I I 1.4571371 Quantity per Pallet/Pallet Weight 40 pcs./1719 Lbs.(780 kgl Unit:inches(mm) Section A-A' Section B-B' Quantity per 40'Container 560 pcs. Quantity per 20'Container 240 pcs. 1 DEPENDENCE ON IRRADIANCE 7.00 I C - \ 1000W/rd OPERATING CONDITIONS&SAFETY RATINGS 6.00 ---_-- - Model VBHN33OSA16,VBHN325SA16. 5.00 ------ -1--T1 - - a Operating Temperature -40°F to 185°F 1-40°C to 85°C1 c 4.00 ----600W/ni -i Hail Safety Impact Velocity 1"hailstone(25mm)at 52 mph(23m/s) v \\ tj 3.00 400W/n. Safety&Rating Certifications UL 1703,cUL,CEC 2.00 ----- UL 1703 Fire Classification Type 2 zoOW/m Limited Warranty 25•'YrsWorkmanshipandPowerOutput(Linearl••` 1.00 - 1 \ l L ( 1 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 websitewww.panasanicusahitwarrantv.com within 60 days Reference data for model:VBHN3305A76 in order to receive twenty-five(251 year Product workmanship.Otherwise,Product Workmanship will be (Cell temperature:25°C1 only fifteen(i 51 years. J "- ***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,AM7.5,1000W/m' Used electrical and electronic products must not be mixed with general household waste.For proper treatment, Safety lacking clip(PV-SSH41 isnot 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 Rights Reserved 6.2017 CORYRIeNT PaN3som€Corporation Specifications Are subject to change without notice Panasonic Two Riverfronl Plaza,5th Floor,Newark,NJ 07102 134/7017 panasonicHIT@us.panasonic.com business.panasonic.com/solarpanels RSI>t'pg_Cis C solar .. . . - W N SolarEdge Power Optimizer 2 Module Add-On For North America P300 / P320 / P370 / P400 / P405 CL cc W . Alio 0 CL '''I 'C. g 25Veacs ` • ,t: . o waica""R ' `-o A' 1 d,JazoWP ,� � " CJs ," 1 -1 U I 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-SOUTHAFRICA-BULGARIA-INDIA www.solaredge.us so e ri= ® � 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 (for 72&96-cell (for thin film ules) 60-cell modules) 60 and 72-cell modules) modules) modules) INPUT Rated Input DC Powerlll 300 320 370 400 405 W Absolute Maximum Input Voltage 48 60 80 125 Vdc (Voc at lowest temperature) 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 I 85 Vdc OUTPUT DURING STANDBY(POWER OPTIMIZER DISCONNECTED FROM SOLAREDGE INVERTER OR SOLAREDGE INVERTER OFF) Safety Output Voltage per Power Optimizer 1 Vdc 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(WxLxH) 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 % 1'1 Rated 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 INVERTER(2113) HD-WAVE Minimum String Length (Power Optimizers) 8 10 18 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 P1For detailed string sizing information refer to:http://www.solaredge.com/sites/default/files/string_sizing_na.pdf. 131 It is not allowed to mix P405 with P300/P370/P400/P600/P700 in one string. CECT ©SolarEdge Technologies,Inc.Au rights reserved.SOLAREDGE,the SolarEdge logo,OPTIMIZED BY SOLAREDGE are trademarks or registered trademarks of.SolarEdge Technologies;Inc.All other trademarks'mentioned herein are. • tradernarkstheirrespective Date:03/2017 V.02.Subject to change without notice. ,. _ Alti01;114#4,411.tillitaiit ii444;:?Pliit4011.10011k404;ki .4*447q-N4:0,10.3fri„:!: q4 a AiNtet4:14, ,0*-0AP*4strivlititi4k,ki 1 11. -311wo, ,i,041),."It.***0%7t-4,17.fiLLoto:-: 4;:;,,!,:,,,Als-trw; ,:-.•:, ;$tatv,,f,,::,I1,,,I.„11trtf4t1!,:, gliftwist:,%IttlikavtkirRt; %.:::::,.:. 5P,440':, .Antointifl:;:,,:7,Arm:44 ,1‘t*:1':a awsiisl% ara 8 i 0 7 , 4 ,Si;i::411/ sole r12 .-.4i' 1kt e inverters . ,le Phase solarEdge Sinu for sIsE6''' H U S I ..fd'-"'5'2''.:6:Vkltltt'Al..IIPI',;:;: F.it!,::tlftitrintt,opAt North oHs A/ smE 3e8r01acHa-ij s I SE5000H-US - ,,i,"•:Nttkt*tr4:4;,4"t:,„zw,aittk-, :;:,Vt.,.'E,;.!5:'j41,1:' ,Ittz::,!:::4gpzikkE,ET-,:.,,::]Itl _, *%,-,,,4,,,,::'-:1..,:"P***4=v'w.•-•.:itilfo>1:14171„:0Z,!-i--,-,!,::::t::::vit,!::Z.it;11;-: ',74.:'.:I:;-i'V S E 3000H-- SE7600H-U° • .......,...„.„:„:,,i,;:,,,;: :,z6 - : ,..,.:5-,.,:]::':7;0",MPAI,711i.salt.it.{4.41: 4?,:',111.itp:,.-- -:71ilitat'kliatit'aw: ........„.." „-„:::41) !'417-1"I';1-'1 ,r=-„.,-,",,,427---r-;7447-71: ,: f,s4::;.-g:1:-'t..4: ':7,,,:::::::z'.:.40,'::3•11/4Rillattiikft#47$',-'73iitiElAit..::: 440ti,r,,li!*'7.-"itNiellekieS% ,, :-, ,77:77-77±' ' :,.:0,7i:: :• ' ":'03%trAW;:--'',.---,-;,-,.:0,-At*-,t,-,-,: ' ,-)7,4,::::',40;t:CAINI"Ift:)'.74:::Xl!"*ratikigrAfiiirrnkg1,1.141114410 f..;',,,,Hsil:,f:'- :„:_:.::„I.: ,,,,.L.-...--2- ,''-':'=,-!,,-,:a-1'.;,A74,",1:i,„,,,”,.,,'..A,,!;2..,,1',,ZP-T2n‘71A54174;,'.-W1':,:-,i,Z/A1.;,ZV-t-T•ik75.iia;".::f-.:-E,:-''::t::-,',!-;,-T,-i,:'i.d,i4t'';E:-:,--. :,t: 4 vla1 it,:,.ittnIiiP,tFi4:A.:1IS44k:LIMP0;',t;,;-N0i.1O.l::7,-'45'z1i:?,S.tilOCi.Eflkt'y1 tY,;:'C:Ai,i:1att:ii-71rAi4trlRljX!4i.ttti1itE4il i,X'.7•7,**:',:j77::•71;:,:..t7-1Ir4,.*ifi,::;il.rl-lit14tIkil.-iteiftivl`:itT:::*L4!Et0itl,ri:ZyA:1t.W4,gA4iiAs:i1El‘i2iiiiittl:.,si.tgVi%lr1tat.eiti1kint1itl,t1ePriiekfl1itiif1t0.Ai:,:t*,:A:i: : ,',!:.:.*tt%L:'"i.i:!E'EAW.A-v4tit,itioq-.*;-iNtit7tk.tt:N*4!oi.ttofgro..1 , '-ff.,,,r'.•:, -'::: ":',,,,,.-,.1, ilitlittif.f4:,',".S.IfNIA4'ilittik;±::',i,t4,ii3O-,1,-**Lalf."..,*:.,44,,,,tr,,,,k,k4,qtyft,,,,0„, -1!4W4ii.11.0144 -740-41-4S attril..*ITA'T".',14%:'•"-f.':'...044041.1.";•7 .-4W14411.4iiiii4.4.:47:-.4-,1744itatiAlikiL;1Z-411.: ,:i.::g Aitininitti,t, ,,4,,,,,7?,,:;:::,-,-(#4.:1;7;k4;.,-,..01,1, .',mirk:: ..,:,-, ,,,,,,!.,,,.,:,.i.,,,atsr;:.:,,,-,,,,,,,:r..A.0 .. nw.= . -0-k.A.uviNtt,-;,2,,A.N%.*Nnytittza*::-,,. : +1 :. .'I •i;4114,10tirArErnal*q:ElFiCiiiiiii2itEtrin*Ik;441 :AV.51 ',:j.::-:-:, :: - , ')'.:,‘,Zgq:1::14! :i • ; kat ---"h"' irgVgilliti*lIN.H4tH!:: : :14:*‘:7-iiiiTilti**,7'-!iltihrAfflitt%*'- 0 ,-'-'-'-'''-'-':-:'','"7. ,):,7,, ,':': '.:ft:•::,,,:04 ::!:;ii:4%'.":1,:liN,::::',44.Ntl.'1:1 ::.'1:4 *:Ii':411fAlittkg, 41,11T,,,S ,:t:i.-: 0)"'4:1"'2;:i'-'' .44,4:451"4.:k4k.:!::kilititilitilk041.144:0":4;4:]': ::k!;;A:iik'tfe::!*4.111:41 ft,fitr::::.:i:tliAtip.::,,,;,in.,:re,:"iii.:-,,::,;::*,?4,t"";-Nt;::,, , Evt:!:24.,„ : :N.f.*M4i7.4i4MiititKAirglifii:A.WI!:::IiM :::„. 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Outdoor and indoor installation — Ootiona.LKevenue grade data,ANSI C12.20 CIass0.5(0.5%accuracy) USA-CANADA-GERMANYITALY-FRANCEJARAN-CHNA-AUSTRALlA-THE NETHERLANDS-UK-ISRAEL-TURKEY-SOUTHAFRICA-BUL-ARIAwww•solarea— ge .us solar J8a a Single Phase Inverters for North America:�:4:,� ��'. SE3000H-US/SE3800H-US/SE5000H US/SE6000H US/SE7600H US SE3000H-US SE38AOH US SE5000H-US SE600pH US SE7600H-US OUTPUT Rated AC Power Output 3000 3300 5000 6000 7640 VA Max.AC Power Output 3000 3800 5000 6000 7600 VA AC Output Voltage Min.-Nom:Max.(183-2d$-229} I - - Vac AC Output Voltage Min.-Nom:Max.(211-240-264) ✓ ✓ ✓ ✓ / Vac AC Frequency(Nominal) 60.5(1) 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; Yes Country Configurable Thresholds INPUT Maximum DC Power 4650 5900 1 7750 9300 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 6001w Sensitivity Maximum Inverter Efficiency 99 l 99.2 /a CFC Weighted Efficiency 99 Nighttime Pourer Consumption <2.5 W SELF SUSTAINING POWER OUTLET(OPTIONAL) . Nominal Output Voltage 1.7.0 V Maximum Output Power 1S00iri W External Outlet with GFDI Yes ADDITIONAL FEATURES Supported Communication Interfaces RS4$5,Ethernet,7igBee(optional),Cellular(optional} Revenue Grade Data,ANSI C12.20 Optionafta Rapid Shutdown-NEC?.01.4 690.12 Automatic Rapid Shutdown upon AC Grid Disconnect STANDARD COMPLIANCE Safety UL1741,UL1699B,CSA C22.2,Canadian AFCI according to T.I.L.M-07 Grid Connection Standards IEEE1547,Rule 21,Rule14(HI) Emissions FCC Part 15 Class B INSTALLATION SPECIFICATIONS AC Output Conduit Size J AWG Range 0.75-.1" Conduit/14-6 AWG DC Input Conduit Size/4 of Strings/AWG Range 0.75-1" Conduit/1-2 strings J 14-6 ASHG Dimensions with Safety Switch(HxWxD) 17.7 x 14.6 x 6.$ /450 x 370 x 174 in J mm Weight with Safety Switch 25.3/1.1.5 lb/kg Noise <25 dBA Cooling Natural Convection Operating Temperature Range 13 to+140/-25 to afi0t''i(-40"F/-40"C option)t'i 'F/"C Protection Rating NEMA 3R(Inverter with Safety Switch) tri For other regional settings please contact Solartdge support t>i Depends on Fv availabi)ity t"Revenue grade inverter PIN:ScxxxxH-USODDNNc2 t'Porter de-rating Pram so'e ' t'i-4o version P/N:SErxxxH-USnooN NUA _g� oof `+s sn . .z a..«ai.-...._e— „ ,,�,, ` m an. ��„. 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"°`';'� � �.°�'�` s.. ases• � � '�, ,-- �"� - '��� � .`ear-_ �°,ir ORION Racking System Data Sheet -9I Q • ° SOLAR RACKING 0 Orionadard Rail Part# Length Finish GR-R-STD-85-MILL 85 GR-R-STD-132-MILL 132 Mill GR-R-STD-170-MILL 170 A77 GR-R-STD-208-MILL 208 GR-R-STD-85-CLR 85 GR-R-STD-132-CLR 132 Anodized 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 I 208 fl _7 6 5 4_ 3 p 1.15 0.55 C 2.22 0.55 Features: 6005 T5 Aluminum • 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 Orion Sole,Racking 2917 Vat Ave.Commerce, A 179 10.02 Copyrp7M®20110non Re e,an=ole,�kag.�m 208 12.25 C.Schwanzmen� suleRwk AL 6063>3 wscravnoR Standard Roel SHEET 1 1 09n1!,flrinn Cniar Rarkinn unnnnrc,rinnrarVinn rnm T•/31!11 A41C_AR1R G•(31!1\A(10_Ag17 _ T5 , ORION Racking System Data Sheet 1.70 N ° SOLAR RACKING )J9 0 0.50 Orion Standard Rail 0.50 8 7 6 C , o Diamond Shaped Channel Nut exclusively -;-, "? o' ff. for our rail. D 0.79 `-rf/C-' o All attachments will use this channel nut. 0.50 1/4-20 threaded hole . • 6063 T5 Aluminum iit2-1-- 0.38 B C 1/4-20 threaded hole D Rami chart 0,38 GROUND ORION RACKING MAX.RAIL SPAN(FT)FOR ROOF ZONE 1* SNOW BXPOSURE 6 WIND SPEEDS(MPH) EXPOSURE C WIND SPEEDS(MPH) LOAD(PSF) 110 130 150 110 130 150 O 8 6 4 0.3§ 6 4 10 8 6 4 6 6 4 11 20 6 6 4 6 6 4 30 6 6 4 6 4 2 40 6 6 4 6 4 2 C 50 6 68 4 g 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) 6 6 EXPOSURE C WIND SPEEDS(MPH) 6 LOAD(PSF) 110 130 150 110 130 Orion Sola2�cking O 29 6 4 4 TEL(310)4'09 4616 e.GLirm©N2erre,CCA 10 6 4 6 4 Copyright011 Orion Racking orionoolorradiong.com 20 6 6 4 6 4 DRAWN DY 2 30 6 6 4 6 4 5C. Schwa3tzman 8 40 6 7 6 4 6 6 4 MATERIAL 2 50 6 6 4 6 4 AL 6063 2 60 6 6 4 6 4 DESCRIPTION2 70 4 6 4 4 4 Channelflut 80 4 6 4 4 4 tHEFT 1 OF 90 2 6 4 2 4 2 6 5 4 *Maximum Building Oeight Considered=30 ft O.;en Eel..rR..e4..,g 2917 Veil Ave.Commerce,CA 90040 TEL (310)409-4616 A Copyright e 2011 Orlon RONdng. orionsolarrackmg.com DRAWN BY DATE C C.Schwartzman 01/09/15 MATERIAL HSS Steel,Galvanized-Hot Dip SIZE PART NO. REV 0 noni A nrinn CnIar Rarkinn MAW nrinnrarkinn rnm T•141111 d(1Q_AR1 R P 131(9 AnQ_AM 7 DESCRIPTION A 13 sa ORION Racking System Data Sheet 9 I N ° SOLAR RACKING F Shingle Roof Flashing Kit Installation Overview 5/16" x 3.5 ------- Lag Bolt T-Bolt Assembly Metal Bonded Sealing Washer L-Foot Ezzr, —Rubber Grommet Metal Flashing o Locate rafters and chalk horizontal and vertical lines to mark location ofO5EV EV.n 03/017enetr tir: l,5 1/4" holes p and backfill with sealant. �o SSE PART NO. NR SHEETI OFI ANTS DO NOT SCALE DRAWMO 8 7 6 5 4 3 2 o Slide flashing between composition shingle and line up dimple hole with pilot hole. o Place rubber grommet on top of dimple, then the L-Foot, ensuring a secure fasten. o Take 5/16" x 3.5 Lag Bolt and tighten into rafter. 7 6 5 4 3 2 0� 'I • Completed _nate 11.90 B 3.78 (r]7(N llrinn CnIOr DOrLinn ,,n8n11nrinnrontAnn rnm T•/4101 Al1O_A11R 1.(Q1!11 Af1O_AR17 .e ORIONRacking System Data Sheet 79 ® N ° SOLAR RACKING o Shiiis:fr Roof l shing Kit 4 _,,,,, 1¢4 i ,.„., 4 0 „, 0 ..... \ ,„..„----) „: Part# Finish GR-FLA-LFT-10X12-CLR Clear x , GR-FLATLFT-10X12-BLK xI Black e-- r --s---- s 1 3 0 -+I r°325 00.44 L 032 1.38 •�:g SII 0.3 a C 11.90 136 e 20,7.1 ' 3J5 _ • Wk,",a,. -41 0.31 I _ oacTroaanumna 0;m1. n2.00 I 1000304 Steel 800E FART N0. FEV a) de Rotting Spec A RAW-FLA-10x12 B SNEET1 OF NTS OONOISOAIECRSWVAI v.... .. Features: tv�Wom111tiaa i e e A x 4 2 ,,, ce1Rmm o Weight: 0.617Ib COMM SHEET 1 o Flashing Material: 3003-H14 Aluminum Matte Black over Clear Epoxy i 4 4 x • L-Foot Material: 6063 T6 Aluminum o Hardware Material: Stainless Steel o Pre-Assembled a 3-Part water sealant system a 0 (owns F flrinn Cnlar Rarkinn loon,nrinnrarkinn rnm T•(51 Ill 4f1Q-df1 R P(51 f11 df1Q-L1 17