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HomeMy WebLinkAboutUntitled (2) P i , Permit NO SOL R 18 0508 City of Arcadia,CA "�' �r,� r Development Services Department I "1 t "'a �' '"' �6 ` 6; PermitType Solar 240 West Huntington Drive,Post Office Box 60021 9 ffi" _ $' I. v' r 'h ° ' l I , Work Classification Residential Solar Arcadia,CA 91066 6021 - } (626)574-5416 "„^a dap 'Permit Status.*Issued A RCA OIA �n issue Date 04/04/201 Expiration: 10/01/2018 Addr NO. Dir Prefix Street Name Street Suffix Unit City,State,Zip Parcel Number r 311 Genoa ST B-1 Arcadia,CA 5779007086 Contacts LAI LUK Owner A C A SOLAR INC* Electrical Contractor 311 GENOA ST (C-10) 15370 Fairfield Ranch RD#A,Chino Hills,CA 91709 (909)606-8000 Description:ROOF MOUNT SOLAR FOR UNIT B1,NEW 200 AMP Valuation: $0.00Tenant SERVICE PANEL UPGRADE a Total Sq Feet: 0.00 f Plan Check# Plan# Fees Amount payments Amount Paid Building Plan Check Fee Residential $50.00 Total Fees $316.46 Electrical Permit Issuance Fee $44.35 Cash/Receipt#REC-000773-2018 $316.46 Fire Plan Check Fee Residential $50.00 Inverters $77.78 Amount Due: $0.00 Panels $77.78 Residential Services up to 400 amps $15.55 Solid Waste Management Fee 2 $1.00 Total: $316.46 4-1 b 4 g” CALLS FOR INSPECTIONS Request for inspection by telephone at 626-574-5450. Leave a message '/4/4IL k requesting the address,timeframe and what inspection item is needed. 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 CARBON NIONOX1UE from the date of plan submittal.This permit expires and becomes null and void if any work authorized by this permit is suspended or abandoned for 180 AND SMOKE DETECTORS • consecutive days or if no progressive work has been verified by a City of SHALL BEREQUIRED Arcadia building inspector for a period of 180 consecutive days. PURSUANT TO t i COMPLETED },la.".\.„ April 04, 2018 Issued By: Date April 04,2018 Page 1 of 1 G~, OP�FRNjC'9�� �„ PERMIT/PLAN REVIEW APPLICATION ig j� Development Services Department,240 West Huntington Drive,Post Office Box 60021 X° Arcadia, CA 91066-6021, (626) 574-5416,Fax (626) 447-9173 City of Arcadia /LICENSED CONTRACTOR'S DECL�' TION WORKERS'COMPENSATION DECLARATION .�a I hereby affirm under penalty of perjury that licensed under provisions of I hereby affirm under penalty of perjury one of the following: Chapter 9(commencing with Section 700',o' Division 3 of the Business and Professions Code,and my license is in 1 •rc- -. Iv-ffect. ❑ I have and will maintain a certificate of consent to self-insure for workers' eL'cense Class C;.—10 Licen N•r�� .. 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 DE ?ARATION ❑ l have and will maintain workers'compensation insurance,as required by Section 0 I hereby affirm under penalty �perjury p I 3700 of the Labor Code,for the performance of the work for which this permit that I am exempt from the Contractors ' i / is issued.My workers'compensation insurance carrier and policy numbers are: License Law for the followi��_reason(Section 7031.5,Business and Professions i Code.Any city or county'hich requires a permit to construct,alter,improve, ` Carrier C C r--I 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 I (T s 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 ❑�I certify that in the performance of the work for which this permit is issued,I shall Section 7031.5 by any applicant for a permit subjects the applicant to a civil not employ any person in any manner so as to become subject to the workers' penalty of not more than five hundred dollars($500)): compensation Laws of California,and agree that if I •,.'ld become subject to the workers'compensation provisions of Section 3 i! of the Labor Code,I shall ❑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 sale(Section 7044,Business and Professions Code:The Contractors License !Date afore `#_ Law does not apply to an owner of property who builds or improves thereon, P 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 1 WARNING: Failure to secur:/orkers'Compensation coverage is unlawful, sale.If,however,the building or improvement is sold within one(1)year of and shall subject an emplo r 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 ,lin 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. Name Title I PRINT NAME I certify that I have read this application and state that the above infor r- ion is correct and that I am the owner or duly authorized agent of the owner. I agree to comply with all City ordinances and State Laws rela%T_ to b ' .• construction. I hereby authorize representatives of the City of Ar�adia to enter upon the above-mentioned property for in I• '• : : . . Signature •_�V" i'... �� —� Date r g` ll��_ f1 ),) Auup�S.SPo! . 4,4 alp. Lr c . AFFIDAVIT SELF-CERTIFIC 1 TION FOR CO I FLIANCE OF SMOKE ALARMS AND CARBON ILII&NOXIDE ALA'.MS Property Address: 3t 1 aEA/©A `- ,',„��. , AI a k CA ci IDOL p y �� / Permit Number:. SDLN'a- Brief Job Description: SoL, r . Number of smoke alarms installed: ' Number of carbon monoxide alarms installed: ' When alterations, repairs or additions requiring a permit occur, or sleeping rooms are created, Smoke alarms shall be installed in each sleeping room, and outside each separate sleeping area in the immediate vicinity of the bedrooms, and on each additional story of the dwelling, including basements and habitableattics asrequired by Section R314 of the 2016 California Residential Code (CRC) and California Health and Safety Code Section 13113.7. For dwellings or sleeping units containing fuel burning appliances or having attached garages, carbon monoxide alarms shall be installed outside each separate sleeping area in the immediate vicinity of the bedrooms, and on each additional story of the dwelling, including basements as required by Section 8315of the of the 2016 California Residential Code (CRC). Multi-purpose alarms (combination carbon monoxide and smoke alarms) may be used. All alarms shall comply with requirements for listing and approval by the Office of the State Fire Marshal. http://osfm.fire.ca.qov/licensinglistings/licenselistinq bml. searchcotest:php As owner of the above referenced property, I hereby certify that the smoke alarms and carbon monoxide alarms have been installed in accordance with the manufacturer's instructions and in compliance with the code sections referenced.above. I declare under penalty of perjury that the ore .ing is true and correct, and that this a� declarationwas executed on (Date) . 8" g .. at Arcadia, California. Owner's Name (printed/typA): s . LAI- frI.iN La ic Signature of Owner: i ' cjA di-- 6 This affidavit must be returned to the City of Arcadia inspector prior to final inspection SMOKE \LARM AND CARBON MONOXIDE ALARM LOCATIONS Guest Room I 5 j ! ® Bathroo u ' Storage Family Room El Garage FI.r ST FLOOR PLAN �m SMOKE ALARM I ® CARBON MONOXIDE ALARM 111 0 Mstr Ball' -__ Master Bedroom Dining Room Kitchen - L3ah 0 A I-Ia11 Closet 9Cl®set1 Closet FamilyE oom Tr:Bedroom' Bedroom SECOND FLOOR PLAN •SMOKE ALARM I © C MONOXIDE AL k"M J, MAIN - 221'40 0 PANEL AC DIS ONNECT PV SLOAR PA EL ARRAY CURRENT CODE: INV RTER CO 2016 California Building Code -14\A\ T ca —�mr -A6,- ./I\■ 18• a PLAN PREPARED BY: DRIVE WAV a, ,Ur ACA SOLAR INC. D CSLB#:952623(C10/C46) I DISCONNECT 1 ' \J/ \Y -Wir \L NV WW a2 15370-A FAIRFIELD RANCH ROAD CHINO HILLS,CA 91709 C — TEL:909-606-8000 - G'17_�.� WEST ELEVATION syr INTERACTIVE SYSTEM O O METE 7 AC M DISCONNECT- "a Dc INV TRACT#:44801 I ice; ` _ 4 cam :: DC / �N INVERTER PARCEL#: 5779-007-086 � ° DISCONNECT *,1,::::-'' V'�, „' Ni : j STRING#1 t + STRING#2 + + + + + + + + + + - + + + + + + + + + + + + + + + - + + + + + + -I- + +++++++++++++++ Lai Man Luk - V // ++++++—+++++� 6.12 kW DC PV SOLAR + + + - + SITE MAP + + + + + + ++++++++++++ / I 311 Genoa St B1 TOTAL 18 pcs AXITEC AC-340M/156-72S 340W panels Arcadia, CA 91006 Drawn By: Checked By. Scala: Shoot K.CHERN D.CHERN NONE 01 Date: Redden level: Drawng Nimhar. 2 Apr 2017 A NONE , I F k ,,,,--,„ i ! y LONG CHEN ENGINEERING 0,4,,,„4.-i Professional Engineer, LIC#C 55404 STRUCTURAL CALCULATION DATE: 4/4/2018 SUBJECT: PV SOLAR PROJECT NAME: Solar Project at Lai Man Luk's Residence PROJECT ADDRESS: 311 Genoa St B1, Arcadia, CA 91006 JCE PROJECT No.: 18091 CLIENT: ACA Solar �ottpRopE �,. c;c �0 G-Y o PREPARED BY: JongChen Engineering ' �' g 9 e ti� 484 Pt . _dIA31, ni ROUTfNG T--------- Date and ACTION aP' Initials d 7./zr ,Q�o,PQP��\O/ Notes Checker G° on Sheet# Planning _ !` _-_q� -�IL___ Em. Building I7I/1 , -- -- – **CONDITION OF APPROVAL**. .. All exposed conduit and: PWS-Water _. --..– -- mechanical equipment shall be WELO =_ painted to match roof:and.walls;: -� 1 . APPLICABLE CODE CBC2016, ASCE 7-10 This project consist of install photovoltaic panel at roof A. Vertical load and lateral force for solar panel to support B. Fastener design C. Gravity load analysis D. Lateral loading increase verification A. Vertical and lateral force for solar panel Design wind load Per ASCE 7-10 Section 29.5.1 Exposure Category: C Wind speed V: 129 mph Velocity pressure qz= 0.00256 Kz Kzt Kd VA2(I)= 24 psf Exposure coefficient Kz= 0.85 Table 6-3 Exposure C Topographic factor Kzt= 1 6.5.7 Wind directional factor Kd= 0.85 Table 6-4 Wind speed V= 129 mph Important factor I= 1 Table 6-1 GCr= 1.1 Fig. 30.4-5B Panel size: Distribute width S= 3.3 ft 39.06 inch Distribute length L= 6.42 ft 77.01 inch Max tilt angle 20 ° At= 26.11 sf ASCE7-10 Section 29.5.2 Fh: Lateral force on rooftop structuresandequipment with a mean roof height h<60 ft Vertical projected area Al= 7.1 sf Fv= qz G Cr Af (29.5-2) Fv= 189 lb/panel (Governs) = 9 lb/sf Fv:The vertical uplift force Horizon. projected Ar= 20 sf Fv= qz G Cr Ar (29:5-3) Fv= 517.5 lb/panel (Governs) = 24.7 Ib/sgft 1 2. Design seismic force for nonstructural components Per ASCE 7-10 Section 13.3.1 Ip= 1 13.1.3 ap= 1 Table 13.6-1 Rp= 2.5 Table 13.6-2 SDS= 2.072 Z= Oft h= 15 ft Fp= 0.4 ap SDS Wp(1+2zih) 13.3-1 (Rp/lp) Fp= 0.33 Wp No greater than Fp= 1.6 SDS Ip Wp 13.3-2 = 3.32 Wp No less than Fp = 0.3 SDS Ip Wp 1.3.3-3 = 0.62 Wp Panel avg.Wt= 3 psf Width= 3:3 ft 39 inch. Length= 5.4 ft 65 inch Wp= 53 lb From(A), Fp 8.62 xWp Fp= 32.8 lb/panel Compare to the wind load was lower 3. Summary Maximum Uplift(Vertical force)for design Uplifting force Fv= 517.5 lblpanel= 24.7 lb/sqft MaximumShear(later force)for design Lateral force Fh= 189 lb/panel= 9 Ib/sgft. 2 B. Fastener calculation Max fastener span on rail is 4 ft,O.C. 5/16"lag screw D.F. G=0.51 NDS Reference value Withdraw capacity is 274 lb per inch of thread penetration 4"screw with 2 inch effective thread length (See Table-Lag screw) Max. Shear capacity= 325 lb Max.Withdraw capacity= 548 lb Max tribute area= 10.83 sqft Check Shear capacity shear force Fh= 189 lb < 325 OK Check Pull out capacity Uplifting force Fv= 517.5 lb < 548 OK Combined force 0.28 + 0.46 = 0.74 <1.2 ,O.K. Use 3.5"Lag screw w/2.5" Min.effective thread length C. Gravity load analysis Per Manufacturer's specification Solar Panel weight 46.7 lb Weight of Racking 6 lb/module load of installation 2.9psf Existing Roof Existing Roof w/solar Roofing 9.0 psf Roofing 9.0 psf Roof rafter 1.5 Roof rafter 1.5 1/2"plywood 1.5 1/2"plywood 1.5 Misc 1.0 Mep 1.0 Insulation 1.0 Insulation 1.0 Ceiling 1.0 Ceiling 10 New solar 2.9 Total Dead Load 15.0 psf Total Dead I. 17.9 psf Live Load 20.0 psf Live Load 14.0 psf 35.0 psf 31.9 psf<35 psf L=L0(0.25+ 15/(KIIAt)^1/2) CBC 1607.12.3 L=20 x 0.7 14.0 lb 3 D. Lateral loading increase verification Lateral load due to wind load did not increase since sizeof projection area of the building did not increase However,the lateral load due to seismic increase due to weight increase. Wt. of budding pre-install=115x60x(15+8)+460x15x4= 186,300 lb Cs= 0.2633 V1 =Cs W= 49,053 lb PanelS+ Racks Wt.= .2842 + 320 = .3,162 lb Wt. of building post-install= 189,462 lb V2=CsW= 49885 lb increase=(V2-V1)N1 = 1.7 % < 10% The lateral loading of the new installation to the existing building does not increase lateral loading by more than 10°!. Conclusion 1 Adding solar panel allow live load reduction which results the load combination less than the existing condition, no addition reinforcement is,required. 2 Lateral analysis for the building is not required,since The lateral loading.of the new installation to the existingbuilding does not increase lateral loading by more than 10% 4 1 • MUGS Design Maps Summary Report User-Specified Input Building Code Reference Document ASCE 7-10 Standard (which utilizes USGS hazard data available Th 2005) Site Coordinates 34.126°N, 117.749°W Site Soil Classification Site Class D - "Stiff Soil" Risk Category I/II/III Zen - '.IL .* 7-) .. 1 000n► . erxa a er t ; "k� s sn y AorpMusa Glendora = . � ' :. .y o a : w, ii it i f f I, Sl lire,imidi San Dimas ri c; # ' ... 4. teidwin P k ''101,'Y ina .a7):('st -}l r :}1 1--i' . .. r M E. R l C A 1 � � � ; -4� p`�f,�U273�Pbaa� a-,.:w"'1po�iOfla r -�Y_.;:�,v e Monism USGS-Provided Output SS = 3.108 g SMS = 3.108 g $os = 2.072 g S1 = 1.156 g SM1 = 1.735 g Sol = 1.156 g For information on how the SS and Si values abovehave been•calculated from probabilistic (risk-targeted) and deterministic ground motions in the direction of maximum horizontal response, please return to the application and select the"2009 NEHRP" building code reference document. MCER Response Spectrum Design Response Spectrum. 3.52 3.20 2.10 2.18 1.99 2.5L 1.68 2.24 1.47 "6 1.'2 1 Si 1.26 H 1 1.211.60 ` e N 1.05 ! 0.84 0.96 0.63 0.64 0.42' 0.32 0.21 0.00 0.00 0.20 0.40 0.60 0.90 1.00 1.20 1.40 1.60 1:80 2.00 0,00 0.00, 0.20 0.40 0.60 0.90 1.00 1.20 1,40 1.60 1:80 2.00 Period,T(sec) Period,T(sec) For PG04,,, TL, CHS,.and CH, values, please view the detailed report. els. Withdrawal Deai�n Values 11.2.1 Lag Screws 11.2,1.2 When lag screws are loaded in withdraws from end grain, nominal withdrawal design values, W, 11.2.1.1 The withdrawal design values,in lbsJin. of shall be multiplied by the end grain factor,Cm=0.75. penetration, for a stele lag socew inserted in side grain, 11.2.1.3 When lag screws are loaded in withdrawal, with the lag screw axis perpendicular to the wood fibers, the allowable tensile strength of the lag screw at the net shall be determined from Table 11.2A or Equation 11.2-1, (root)section shall not be exceeded(see 10.2.3). within the range of specific gravities and ram diameters given in Table 11.2A.Tabulated nominal design values,W, shall be multiplied by all applicable adjustment fiactars(see Table 103.1)to obtain allowable design values,W. W"18000a ,a (11.2-1) Table 11.2A Lag Screw Withdrawal Design Values (W}s desios values(W)are in pounds per inch of thread penetration into side grain of maim member. Length of thread penetration in main member shall net include the length of the tapered tip**Appendix L). SPecific Gravity Lag Screw Unthreaded Shank Diameter,D G 1/4" 5/16" 3/8" 7/16" 1/2" sir 314" 7/8" 1" 1-1/8" 1-1/4" 0.73 397 469 WI 604 668 789 905 1016 1.123 1226 1327 aA r : A� Y i-ia �t,•� Ii!.�F f- '`i•' 1 : d, \` '� /�,� s - ;J7 ':-. 0.68 � 422 600 709 813 913 1009 1103 1193 r .re .. -. �•. •v 4,1R1-e:j.• � • ...A;i�,f..1S } YP: q1: Cs ,.: 0.58 281 gal559 •, 641 719 795869 940 0.51 232 390 461 528 593 656 716 775 0.49 296 367 434 498 559 617 730y � •. w 1 J' 1,a1• l 1'. ,� nC M1.. f .!' 7 er 0.46 199 269 302 _ � 508 562 613 664 0.43 179 , 302 357 409 459 508 600 0.41 0 198 11 5591 > 039 pagigraig 210 gas 261 308 leall 397 438 479 518 0.37 giguigiwp 194 367 405 MA 479 035 nisi 156 179 200 222 262 300 •407 441 1.Tabulated wl2bda rat dolga values(W)far tag screw eameetioes da be multiplied by all app le edjusteast factors(see'Able 103.1). AMERICAN w000 G1iJHC1.. � �$ wY4w.cXStBGSOi1f.t1S Ax. ;,,,,-3---,,,1:„ ,- 1;.4 ittl*ti ' :2:44464140,WIJX74,,,.4,,si".".;,. ..-:•„'42. 151171 4 y 3 A ..` ..Al!.. , :r �� �. . �..-,,,,,,,., 1,„..4. .„4,,,, 14,11.4.etautrox..,....„ ,,, ..ctrtv,,,..4...,.. ..iti.vxvi high quality german solar brand 1,rr l ` -iii " _.,... ..,,,, .„, „,„... ,., „,,,,,,, .,..,_,„., ,9 ,,,t ,,,.;.,,,, 72 cell monocrystalline ,„ :j, ,,, , High performance photovoltaic module . ,, , - ` „,a,-, ,, ,..,... g = 4t 44,4 z German engineered—made for America lig �A 12 years manufacturer's warranty44 4.?; 'SS A'• � • � :� ,,,e�*i Two more years than industry standard , �� a l :,� :III Highest performance due to specifically j -:,(t- {: #,` ;; Max selected technologies and materials *® i fa f1• P m rte _ ;' �. Positive power tolerance from 0-5 WP . i'',f°,#°'2„Sir: , Higherguaranteedyield � tv 9 ' f . - * , 7 Snow load of up to 50 psf 0 `' _ , 4? >' Stable module for a long life in extreme conditions 1 I t t � s 1 ,,, 411101”. 1 100 %electroluminescence inspection 'b 1 ' , `{: a z 11 k Micro crack and hots of free modules t .{ ! j t a00%*� P ; i . L High quality junction box and connector * ' 3 !; 1 t Kik system for a longer life time � , t "` = ,1 i _ d x .1 H 1 I r i. ri � :,,. f ai G f ..# } f i c' I T t f i t s a r ; I— t. t ,: y ( R'• NJ Exclusive linear AXITEC high performance guarantee! ' ' f1 d N • 15 years manufacturer's guarantee on 90% of the nominal performance _ A;' • 25 years manufacturer's guarantee on 85% of the nominal performance U co c US c loon- 4X/TEC LISTED s7r-� C till—arra ntt,Add y 90%-� erg Value! o1 -8 /°more power (Il �� 85°b- ;a "r 85% O 80, n eoA after 25 years C-^' commercial nty Int rtek Module Fire Performance: level warra TYPE 1(UL 1703) 0.1 , �`p 0/ 4 �, , ` r'`' CLASS C(IEC61730) 1 5 10 15 20 25 Years AXITEC,LLC,75 Twinbridge Drive,Suite E,Pennsauken,NJ 08110,Phone 856-813-9386,info@axitecsolar.com �k ° � VdW. XIteCSOIStlS ' , 0 ' " *ht� � 1 G • r � s CI xiTi: c . . fin. ." . _,: � .�,,-... . „ . _ - "..._. ., , 4006:,,, ..,,,./,..t,:.:,..,,, high quality german solar brand Distributed by: Electrical data(at standard conditions(STC)irradiance 1000 watt/m2,spectrum AM 1.5 at a cell.temperature of 25°C) "`'yrpe Nominal output Nominal voltage Nomilril current Short circuit current Open oh cut voltage Module conversion Pmpp Jlrpp Jinni) Ise - Uoc efficiency AC-330M/156..72S 330 Wp 37.70 V 8.77 A 9.28 A 46.20 V 17.01 AD-335M/1 56-728 335 Wp 37.90 V 8.85 A 9.29 A 46.40 V 17.26%. AC-340M1156-725 340 Wp 38.00 V 8.95 A 9.40 A 46.50 V 17.52% AC- 45M/15d-72S 345 Wp 38.10 V 9.06 A 9.48 A 46.60 V 17.70% AC-350M/156-726 350 Wp 38.20 V 9.16 A 9.56 A 46.70 V 17.90% Design Limit values Frontside 0.13 inch(3.2 mm).hardened,.low-reflection white glass System voltage 1000 VDC(UL)1000 VDC(IEC) • Cells 72 monocrystalline high efficiency cells 6 inch(156 x 156 mm) NOCT(nominal operating cell temperature)* : 45°C+/-2K Backside Composite film Max.load-carrying capacity 50 PSF Frame 1.57 inch mm)silver anodized aluminium frame':, Reverse current feed IR : 15.0 A Permissible operating • Mechanical data temperature -40°C to 85°C/-40F to 185F LxWxH 77.01 x 39.06 x 1.57 inch(1956 x 992 x 40 mm) Weight • 50.7 lbs(23 kg)with frame (No external voltages greater than Vo may be applied to the module) i Power connection NOCT,irradiance 800 W/m2;AM 1,5; - Socket Protection Class IP67(3 bypass diodes) wind speed 1 m/s;Temperature 20°C Wire 43.3 inch,AWG 11 Plug-in system Plug/socket IP67 Temperature coefficients - - 37.56 - - 67 Voltage Uoc -0.30%/K � � � .i - :-� _I Current[so 0.04%/K ,r , ` s 1 Output Pmpp -0.40%/K 3 • OF 4-00.260.39 i Low light performance(Example for AC-300M/156-72S) �`1 -� mounting � P� Dios I L ci�erncienstiC CO!tic Curreni lap Voltage I;pp • • • 200 W/m2 - 1.69 A 34.55 V B ij 400 W/m2 3.30 A 35.42 V R lsg zx m c.z6 600 W/m2 4.93 A 35.70 V nA � ♦ grounding I g � , �� -1 S holes 800 W/m2 . 6.48 A 36:21 V lip 5 mm `i • 1000 W/m2 8.18 A 36.73 V 5 P} Packaging % g Modulepiecesper Pallet. 25 i ill!" ''''1%' V • Module pieces per HC-container 550 P • • All dimensions in inch • Technical data are subject to change without prior notice,errors excepted. 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''d cbmpliance . .., •-• •• ..,. . ,... ,.,. _ •... ••-r:---i4,7.f.-,,,,,z),-.2,--•-..--.„,:j...i., .i.,:....4„., .• - ••'''' (j L1.741 SA c•ertifiecii for 0.100,-i,•i(ile 21 gn . . . „ ... . , rr, 1 ,.. , ,,.,,„,.,,,,5.,, ' 'ndoors .-..,_ -- - - - ,....„...... .,..:.. , um ,,,,._ ,,. ,,,,,„ . -•'• ' 11 ud LOW to inStaii Outcloors_or. . ,, ,, ••F xtre.rn.r.:i.y si,:ia .. . . ..... • '.' hou'-'ariii&ectrolytic cdpacitOrs-' -• : \\* °C; -'-- , • - ---, iiirzhi-eliability:.yot . i„ , .. ..„ . „ . _. . . , .. . , ,, . .,. . .. - - - e-- f.;uilt•ln niodtilE.,•-,--1?vel irioni-tdring. --..- •-.-: - .. .. :.. .. . • • , 0-ptona: R4ye-ni4- grade nata....,,ANS 012.20-lasS 0,5(p.J%•at accuracy) . w‘..,•••,--0,•,...soii,.i r S.-!CliiSecu 5 44,--44:4,14•••i:..ii4GA1:1.'...:V,,E1.L''' • ® kar larI :.; 9 e Single Phase Inverters for North America I .'' _ #.a SE3000H-USi SE380011-US i SE.iO OFi-USi SES000Fi-US SE76001-1-US • SE30it8H-US SE3800H-US SESQOIWI US. 9E6000H US SEY600H US OUTPUT Rated ACPower c.utput 3000 :3800 5000 6000 7601. i VA Max.AC Power Output 30(10 3800 5000 0000 7000 VA AC Output Voltage Min.-Nom.-Max.(183_208 .229) I - / Vac AC Output Voltage Min.-Nom.^Il .(211-240-264) 1 ✓ ✓ • ✓ V V Va- AC Frequency(Namnai 50,3..60 00.Stra I He Maximum Continuous a eit O tput Current 2081 24 - Maxi€nurn Continuous Output Current 240V 12.5 16 2:E. 25 32 A 0101 Threshold 1 A Utility Monitoring,€siandh€?g Protection, • Yes Country C.cnflgyta:I>le Tnreshu ds INPUT • Maximum muin D C Power 650 5900 7 50 9300 11800W Transformer-less,Ungrounded Yes tslaxii nim Iriput Voltage 480 Vdt: Nominal DC Input Voltaire 380 ..• 400 Vdc Maximum Inriut Current 208V"1 l .. .. 13.5 - Mc Maximum input Currier t 240V l': 8.5 10.5 1.'s.5 5.S 20 ado Max.Input Short Circuit Current 45 I Adc Reverse-i-'olarity Protection! Yes Ground-Fault Isolation Detection l 60C ko Sensitivity Maximum Inserter Efficiency r 9 99.2 CFC Weighted Efficiency • __ Nighttlruc Power Consumption 1 <2.5 I IV ADDITIONAL FEATURES Supported Communication Interfaces RS485, .1hernet.LhEtee(optional),al),C lular(optional) Revenue Grade Data,ANSI:1.2.20 Optionai:" i • Rapid Shutdown.NEC 2014 and 2017 600.12 i Automatic Rapid Shutdown upon AC Grid Disconnect STANDARD COMPLIANCE Set-.tf LP1741,U_1741 SA,01169913,CSA C22 2,Canadian AFCl according to TAT..M-07 Grid Connection Standards IE:F:E1.5 4?,Rule 2:1,Rule 14(HI) i Emissions FCC Fart 15 Class g; INSTALLATION SPECIFICATIONS AC Output Con..u.:.Size l AWG Range i 0,75-1"' Conduit/14-6 AWG . C;�.Input C,orr)ui:;,€ze1;t:,f St:nng.s/�?t1fJC�Itarge I (),'15-.1 Conduit/1-2 strings/14iA4^1G D!rensions with Safety Switch(HxLVxD) 7.7.7 x 14.6 x 6.8 J 450 x 370 x 1.74 1 in/mm :`.'eight with Safety Switch 22/1.0 25.1./11.4 26.2/11.9 ib/kg Noise <25 <SD i dl'lA Natural convection and Cooling Natural Convection l internal fan (user• • replaceable) I. Operating Temperature Range •13 to+140/-25 w 550w(.•40`F/-40 C option)`` 1 'F,'''C Protectiori Rating NEMA 31(inverter with Safety Switch) r other regionri seal gs p eese coot ct SolarEtige caeport ' A hr current source may he asea;the ironer will limit its inma current to the untie;s:atad gew :.. av Save nue grsve inserter PjSssE<zsxH-USOAitdNC' t"Power rifl-sin's',,from•tic: .".SO versloo Pit,'SE:need i-UR000!.r0:4 ' g r ,. a:•e;°+.,A w :tea rig ", 4 ^•ss •,'w r - ,, �,_. - .. . � x M� -,,,,,..'-..,,-.".,.,x,-- & �� r a �, '^rte � r°S+� J'' � "��aF�°3°y,n. �� ... 't'u�aY °+ri"+a 11 �' 4,',,;;".%?.: y r, cao p� ! ' i.$} Y� o .._...1...,A..„ ys ,r. w.,aa._. : x;:.:,* ,kq c'`1'- :7 '° 1 r i,'l gY t x '°f +'vq a .s' s'�, �� 8 za w 7.a �s° °9 ° „,,,,,,.,:...,,t.„ '�et� rP� +�� # �,. l°'49 ab` `1x4: R F,� • ii. a a a r .e *ta .g y �s >y ” / 4 �� ,71, t Y ,. 4 ; ax 4 ,,,.,..,t,U -7:;•,-.19,:1,,,;',1,-,omnit �s>v#. , ,'�? 1 ,, a'l f ,, t;' $ '� L r «+.kc • 4 ! •tri r.Fwd r, ^+. a ^•� t ':',..:'•.,"w3 C solar - e ma SolarEdge Power Optimizer Module Add-On For North America �--- P300 / P320 / P370 / P400 / P405 C — C W 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 • I SolarEdge Power Optimizer S o a r I .".?:-.:int 9 e.°.•.`,.°" Module Add-On for North America P300/ P320/ P370/ P400/ P405 P300 P320 , P370 P400 ? P405 (for 64 tell mod- Ph-(for high- i (for higher-power Power (for 72&96-cell i (for thin film Liles) ; 60-cell modules) i 60 and 72-c211 modules) ( modules) ( modules) INPUT R :erSltrt;:t? s':..vs:r___- 300 320 3l)u_ 400 _____— • Absolute Maximur?In:;uf Voltage 1 46 Voc at lowest temperature) 1 n� 80 125 ^c I ?tire€+T.Operaringti;rige 8-48 i 8-60I 3-80 I, 1.2. -105 I Vct: Maximum Short Circuit Current list) I 10 11 • 10.1I Aric. Ivlaxirnurn DC Input:Currsrl: 12.5 13.75 i 12.63 I Ado Maximum:Efficiency 99,E wo Weighted Ebb cien<.::y 98.8 Overvoitage Category II : OUTPUT DURING OPERATION(POWER OPTIMIZER CONNECTED TO OPERATING SOI.AREDGE INVERTER) i✓:ax€:.um Output;,u.rer:t 15 Alli, g,. v1axtmunOuautVolta60 85 Vdc I OUTPUT DURING STANDBY(POWER OPTIMIZER DISCONNECTED FROM SOLAREDGE INVERTER OR SOLAREDGE INVERTER OFF) Sari.+y Output Voltage per Power __ ___ ,Optin3izfir • • 1 Vtic STANDARD COMPLIANCE __ __ _ _ EMC ____ i-CC#%art1.5 Class B,IEC6'.Oi;D-6-2,IECo1CCC-6-3 • �` Safety 1-062109-1(class llsafety),UL1741 =tori`, Yes l INSTALLATION SPECIFICATIONS Maximum t tl.,...,,System Voltage 1000 Vdc • c Compatible inverters€:ers € All SolarL:dge Single Phase and''hose-.Phase inverters .52x351 128a 1.52x`'50? Dimensions(tn:x L.x EI) 1.22;;1..`2.x 27.5,5 x 5,97 x 1..0;8 7 mn? in t23x 5x5.97x1.3 5x5.97x 1.9e Weight:(including cables) t30 11.4 1 ;Tet);1.'184zi( rs'' f r i Ib I YiC41 Input ConnectorMC4 Compatible v1C4 Compatible • • 1..Amphenoi AH4 Doubie insulated; u .tit Wire Type/Connector l Double Insulated;MCS Compatible 1 MC4; i Double Insulated;MC4 Compatible Arripheno Aro Output Wire Length 0,95'3.0 1.2/3.9t m/ft Operating Temperature Range 40-+85/-40-+1.88 i °C F Protection Rating, 11P68 j NEMA6P Relative Humidity i 0-100 i 9n ..eted 5TC.p.- r of the module.Module orup to•S'n poste;Wierance allowed. PV SYSTEM DESIGN USING SINGLE PHASE A SC1I.AREDC�E El lVF€iTCRra:tat FID-WAVE SINGLE PHASE THREE PHASE 208V, THREE PHASE 480V Minlinurn String eng,t: 1 (Power w urnse sl • 8 i 1.0 '18 Maximum String Length 25 ': e0 • (Power Optimizers) ` :. 5700(6000 u=it" Maximum Power per String rtr: 5250 6000 12750 i tit! SE7600li LIS) Par Ilel Strings of Different Lengths or Orientations tl.S p;,. rix 3etade4 s.:i.^:g siring inforrn;ticr:rNca to:htl::rh.;ww.selara:tt-entiiite5iteiaui:. ria.pa ' .c 5 not cete:ed to mit P405 with i 550!t'355;/r-455iP6a:_iP7hs in one String. ..: i ,,� 1 3 r �y is 4 :; p8 ,.,xry 117 "' 4 ro :'r - ,, , T,r h r�rt„'4q_, ,.}� E v,,,,,:,,,,,,4,,,,,,,,,„, } tt' � ,3 • 41 . `r *”' a .f rag 5, 'V'''..;111':','.:} q h '....t:'':;1,07,17;,, Y •F'1°V,iI ,„•,:,,eor. •',A,,,,t.:-,'",,,:•••,ile.:...--,,,la;,•4•,74ition '7°A.t. ,7tt:A -.•:••••,,,r,)-ta,,,,?,,..-,,44--,.-.4:-,-..4. 04,,., ,vi,1.-, 0';'` , t�`� e.�ir a 7 .;!,....1,-' fie t a#a ,� °°"+ aiw i r s a; �s'Yg � �,. . fi iii 4 a t xlerat •a, f „ts� l'.4:4;°:::,..:20,,,4, A rx e. 1:"1 , ..< • �°a a r3+ ±Lac rt<. CS gR+ ftlf' 1�# n. :.ei ' a S �'�:®°�a�___ ,:„?‘-.,..&.°,"_ 4 :�_''^�srm_i> -�� 'fk „ + d' g:S� _ :+it�,��.. .< _ _ _a �. x a s, s. r'"� �I ,"._Y ! ',k.,. . _�, • .,fes— ,' 7_ � �_ - k i tz �'VVHiZ y x SOLAR WAREHOUSE SWH Solar Mount Tile Strut MFG-PN: MR-SW-TT-6B, MR-SW-TT-6S, MR-SW-TT-4S, MR-SW-TT-4SB Base and Channel Nut Materials: • 6005-T5 extruded aluminum alloy • Clear or black anodized Fasteners and Flashing Materials: • 304 stainless steel x •Tigten threaded rod onto channel nut , ..., to 14 ft-lbs torque *Product not recommended for clay or slat tiles. 4. ` a 6,..,7*, �� **5/16"x 3.5"Stainless Steel lag bolt included. f' § k \'''� , � ax 34 day` _ "� �� � �, CONFORMS TO UL SUB 2703 i a ,., E' .��' d F 40. us are � ...'�. ... ,...... "`... `�- : .,.,...'.. . intertek SW-TT-6 SW-TT-6B SW-TT-4S SW-TT-4SB 4009330 6" ROD 6" ROD 4" ROD 4" ROD Lag pull-out(withdrawal)capacities(lbs)in typical roof lumber(ASD) Sources: American Wood Council, NDS 2005, Table 11.2a, 11.3.2A. ` 5A6"lag screw*specifications Notes: Specific gravity per inch thread depth (1)Thread must be embedded in the side grain of a iafter.or:;other structural.member integral with Douglas Fir,Larch ` 0.50 266 building structure. Douglas Fir,Larch 235 (2)Lag bolts must be located in the.middle third of 9 the structural member. Engelmann Spruce,Lodgepole Pinel .46 235 (3)These'values are not valid for wet seryice. Hem,Fir,Redwood(close grain) .43 212 f." (4)This table does not include shear capacities. If Hem,Fir .46 235 i necessary,contact a local engineer to specifiy lag, Southern, ir(North)ine .55 307 x bolt size with regard to shear forces. -' (5) Install;lag bolts with head and washer flush to Spruce,Pine,Fir .42 205 0 surface(no gap).Do not over-torque. Spruce;Pine,Firz 50 266 (6)Withdrawal design values for lag screw connec- Thread tions shall be multiplied by,applicable adjustment depth factors if necessary. See Table 10.3.1 in the I MSR 1650 f &higher American Wood Council NDS for Wood Construc- 2E of 2 million psi and higher grades of MSR and MEL tion. *Use flat washers with lag screws. z • Axial Load Capacity Note: Loads are given for tile strut only. Check load limits for lag screw X ''7~Y or other attachment methods. Average Average Average Base Assembled �a Ultimate Load Ultimate Load Ultimate Load Dimension Weight lbs(N)X± lbs(N)Y± lbs(N)Z± WxLxH SWTTO8 6" rod 154(685) 137 (609) 7688(34198) 1.75" x 8" x 1" 0.936 lbs SWTTO8 4" rod 359 (1597) 370(1646) 8569(38117) 1.75"x 8" x 1" 0.888 lbs SWTTO8S 6" rod 150(667) 139(618) 4215(18749) 1.75"x 8"x 0.75" 0.870 lbs SWTTO8S 4" rod 313 (1392) 313 (1392) 4279(19034) 1.75"x 8"x 0.75" 0.822 lbs *Independent Laboratory Tested Volley Blvd, Rosemead,CA 91770 1 Phone 628-579-3208 3208 info i r r l h . ,. bra ' 'c: °rte. v. StfilaicrRci •kst iristcsllatia3si [=�/ersicsrs T � vl SOLAR WAREHOUSE ... .. -. . [3.x.4] Tile Strut Installation �".�" '"'- m amu'^ ��3°� ' ►- '� � �„, � tea: L' �54�' s� sC tli k0.40„.s.,;,-„E...%.,,,,403-09;:: :,,:„;::,0, ,.z,•.3 4.4a,„:,,,, : i. � S _ �, a v '4. ,, nrt ,'rte '.,y z r '� � � � z a i �yi � � I 4 STEP 1:Select a tile above STEP 2:Remove the tile by STEP 3:Use an Electric stud Step 4:Drill several holes to roof rafter. pushing and pulling the tile,usu- finder to.ocate the rafter center. locate the exact center.A 3/16" -„..(..,...,,.. .,..,,,!:,..*...,::11„I„,..?,,,. .,,,,y,.:,...„::...11:.,....::,::,,iss: 141101,1',!::::',,,,,,,t,it;:; ;11%11.1Vgt: ''''''''''''•,..,,,:::4",,, ally held in place by a small nail. Mark a reference point on the pilot hole drill bit is recom- tile above. mended. v r � > s : � �.`�-: g›:'.;.,,-''''' . �� aha �� fir; t 1‘17; -.5,-..„,. sZilfilit%-'1':'1111:1101?': Pi''--Ittt':::': '-' '::'-''.:".''''',! '-4:4.i.110, b J fl �' d �. .`.\ 18.,J 3 "�.. +ty=� & &` ^w S STEP 5:Insert the lag bolt STEP b:Install lag bolt into STEP 7.Slide Channel nut to STEP 8.Using 3/8"carbide bit and and washer through the Tile the roof using a 1,/.79"socket line up with the crown of tile. a rotary hammer,drill through the Strut and apply fresh sealant drive until lag bolt is seated. crown of the the at the intersection to the base. of the chalk line. ry sem`+' 3 r Fe�. e .� �,_.„ .ki i 3 «itii € _ r E a„, x s sL yr `3a om F n w : m ilt C.3 � � � �t t, z a i � j s -�' 1 :� ' bra �L fr , `r 5 i k - 4 ply iVilill _� �•%� al e�a7 alk. ,. � .., STEP 9:Return tile back to STEP 10:Insert and hand STEP 11:Using the provided STEP 12:Use two flange place. tighten threaded rod. flashing and •nut to secure nuts to hold L-bracket into threaded rod.Tighten to 14 place.Use Solar Mount rails ft lbs. to attach to L brackets. NOTE:Water and debris 'runs through the lowest point. Always attach..points at the peak of the tile: . �� I � Blvd r r � � € fr 29 r. w WAREHOUSESOLAR �AJI I Solar Rock ic�g t aficshee , �/� Version 16.08.v1 SWH Ecolite Rail Part No.MR-SW-SRL-1 0.5, MR-SW-SRL-1 2, MR-SW-SRL-1 2B, MR-SW-SRL-1 2M MR-SW-SRL-14, MR-SW-SRL-14B, MR-SW-SRL-14M, MR-SW-SRL-17, MR-SW-SRL-17M SLOT FOR 1/4"T-BOLT • Rail material:6005-T5 extruded OR HEX BOLT r� n aluminum alloy �I �J SLOT FOR 1 „ • Finish: Mill finish, clear or black anodized 3/8"T-BOLT 1.689 SLOT FOR —% /–OR HEX BOLT 3/8"T-BOLT OR HEX BOLT UL2703 X LISTED .744" fol GUS usrE0 Properties Units Ecolite Intertek Beam Height in 1.689 #4009330 Approximate Weight plf 0.466 Total Cross Sectional Area in2 0.391 Area Moment of Inertia X-Axis in4 0.111 Area Moment of Inertia Y-Axis in4 0.024 Tensile Strength MPa 260 Yield Strength MPa 240 Elongation at Break % 8 Hardness,Vickers 107 Radius of Gyration X-Axis in 0.533 Radius of Gyration Y-Axis in 0.247 Typical Composition Material %Si %Fe %Cu %Mn %Mg %Zn %Cr %Ti Others %Al 6005 0.638 0.213 0.0597 0.0368 0.496 0.0694 0.0167 0.0237 <0.0467 98.4 Solar Warehouse is a registered trademark and DBA of Calmonte Corporation. 9628 Valley Blvd. Rosemead,CA 91770 1 Phone 626-579-3288 1 info olcarwarehouse. or } 8�0�,, �g y^y oy "' "£ 8 h'''' fi.'Y^ � c System �. heet S1 ..ARJ.v2 � ' '',:l:' Version SOLAR WAREHOUSE SWH Grounding Mid Clamp Part No.EA-SW-GM-25B, EA-SW-GM-25K • Conforms to UL STD 467(10 AWG) EA-SW-GM-25E • Mid clamp material:304 or 316 stainless steel • Bolt&nut material:304 and/or 316 stainless steel 7 ,_k ,^ • Assembled mid clamp weight 0.078 lbs(with hardware) • Assemble mid clamp with one 1/4" Grounding T bolt and ` one 1/4"-20 ASTM F594 serrated flange nut % 6 , Ai . Use anti-seize and tighten to 8 ft-lbs of torque ti I's tit' MODEL# T BOLT LENGTH MODULE HEIGHT EA-SW-GM-25B 50MM <=32mm EA-SW-GM-25K 60MM 33-42mm t EA-SW-GM-25E 70MM 43-50 mm f'. ii SWH stainless steel UL2703 i` SIDE LISTED FRONTI mid clamp penetrates ! solar module frame t • ' fik anodization to create N I f.; %,A.. grounding path. uS 3 G '. Intertek #4009330 ,: SWH stainless steel . grounding T-bolt penetrates solar rail € anodization to create r ' '-., ,---1--.2, /r__ / grounding path. GROUNDING I , ,,, ' BOLT/LUG 1 '' E 25"DISTANCE imi r- i a MODULES "'�� c.�� ' *' ��: -� � �' t ..." .'r:'''''':.:7i.','..'. ',,,,,,i.:,,A.,,ir, ,,,i,it'-'', "---,-° ;4.k.a.t1,,k•-,,,-.7i-,' , ° f °-4. , ,- ,:,. MODULE MODULE 'w f Y ` , ,�r r .ylf$ ::,:,:,:',*'1,1!,',;:: :1��� $'€ d^'k 5 R " RAIL �:' �' " � �s ` � ��_� `�� Via, », lif,i',istelmffe,tai 7,14,... o'w, Dimensions specified in inches unless noted �. , - -.. 9628 €€eyplvd oserr� ad,"CA.91770 I Phone 6 6 579-328$ I in o e o€ rwarouse.corr '