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HomeMy WebLinkAboutUntitled (2) 1 ,, 1 City of Arcadia, CA ', ' '" ,,d.{ .� Permit NO SOLR-18-0508 ° ; Development Services Department t: -- r ^�- f Permit Type:Solar. .1 240 West Huntington Drive,Post Office Box 60021 i i' '44 �` �r � . `' ,,,.i°,7:_.---)1., ` i, moi,- Work Classification:Residential Solar Arcadia,CA 91066-6021 $ � _ i_Ji ,, (626)574-5416 Permit Status:Issued ARCADIA Issue Date 04/04/2018 I Expiration: 10/01/2018 Addr NO. Dir Prefix Street Name Street Suffix Unit City,State,Zip Parcel Number 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: 5 0.00 Tenant SERVICE PANEL UPGRADE ? Total Sq Feet: 0.00 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..i b.( 8' CALLS FOR INSPECTIONS Request for inspection by telephone at 626-574-5450. Leave a message `,i,A-I 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 MONOXIDE 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 BE'REQUIRED Arcadia building inspector for a period of 180 consecutive days. PURSUANT TO CRC AND ET D t ....\..iii1/4./...\..... . April 04, 2018 Issued By: Date April 04,2018 Page 1 of 1 pF ARC e.;, PERMIT/PLAN REVIEW APPLICATION Development Services Department, 240 West Huntington Drive,Post Office Box 60021 \Y% Arcadia, CA 91066-6021, (626) 574-5416,Fax (626) 447-9173 City of Arcadia /LICENSED CONTRACTOR'S DECL• ' •TION WORKERS'COMPENSATION DECLARATION ❑ 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 7000 ' )ivision 3 of the Business and Professions Code,and my license is in • ••rc- .. • ffect. ❑ I have and will maintain a certificate of consent to self-insure for workers' License Class C—10 been f� "_ compensation, as provided for by Section 3700 of the Labor Code, for the r—�� performance of the work for which this permit is issued. Signature of Contractor OWNER-BUILDER DE ARATION ❑�'I have and will maintain workers'compensation insurance,as required by Section j 3700 of the Labor Code,for the performance of the work for which this permit ❑ I hereby affirm under penalty . perjury that I am exempt from the Contractors i License Law for the follow''(reason(Section 7031.5,Business and Professions I is issued.My workers'compa mon insurance carrier and policy numbers are: Code.Any city or county•1hich requires a permit to construct,alter,improve, j Carrier Cf,') t l r 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 • y 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 l ! exempt there from and the basis for the alleged exemption. Any violation of 0 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 I 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 d become subject to the workers'compensation provisions of Section 3 !!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 I ;J � - sale(Section 7044,Business and Professions Code:The Contractors License i Date // afore 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 s J employees,provided that such improvements are not intended or offered for L) 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 1100,000),in addition to the cost of compensation, did not build or improve for the purpose of sale). damages as provided / in Section 3706 of the Labor Code, interest, and attorney's fees. 0 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). 0 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 PRINT NAME I I certify that I have read this application and state that the above info 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 r_ to b .. :_ construction. I hereby authorize representatives of the City of Arcadia to enter upon the above-mentioned property for in ,• . 1 Signature __/VArk .,. Date ,rf, r i +\ �9ywort�y9'91 c,PD :1715,3, AFFIDAVIT SELF.CERTIFICATION FOR CO`,IPLIANCE::•�F SMOKE ALARMS AND CARBON MONOXIDE L,\-MS Property Address: 311 C..-6A/ A Sr. CAA A- CA,(WOG� Permit Number;. got-N'!1- g Brief.Job Description: pf rl' Number of smoke alarms installed: . Number of carbon monoxide alarms installed: 3 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 habitable attics as required 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 immediatevicinity of the bedrooms, and on each additional story of the dwelling, including basements as required by Section R315 of 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.qovilicensindlistings/licenselisting 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 corregt9 and that this declarati Rn was ex-casted on (Date) . a0 . at Arcadia,.California. Owner's Name.(printed/typ_;d)o LAI- ' 11/4k1 Le k Signature of Owner: ' C Thisaffidavit must be returnedto the City of Arcadia inspector prior to final inspection SMOKE AL \'",M AND CARBON MONSX DE ALARM LICCAT ONS Guest Room y Bathroo Storage Cy 0 Family Room Garage FIRST FLOOR PLAN O® SMOKE ALARM I = CARBON MONOXIDE ALARM Bath IIP Master Bedroom Dining Room Kitchen _ fipHall Closet 0 sim N.= ��oset i , Closet Family Room rs mon ® ter---=; 0 ® a',Now c' ai Bedroom Bedroom rill SECOND FLOOR PLAN ®=SMOKE A \ti•M 111 ®.Cv, ti3ON MONOXIDE AL \r'I ..MAIN 0 221'4 0 PANEL AC PV SOOAR DIS ONNECT 7EL ARRAY . -- CURRENT CODE: INV RTER I- 2016 California Building Code N O ■ 51 v�T T —�mr �. T 0 1r a) PLAN PREPARED BY: DRIVE WAY ,14,51-3.•-•r ACA SOLAR INC. �f7�7'7 NAV CSL611:952623(C10/C46) I DISCONNECT 1 ' N/ W W- \V L `�'`U 15370-A FAIRFIELD RANCH ROAD M CHINO HILLS,CA 91709 .3 C TEL:909-606-8000 - - 5,8r3'a,_ WEST ELEVATION % s%"%r INTERACTIVE SYSTEM __ O O METEF.� , ; T> �. AC M , V. .; DISCONNECTS AC ^` , �114',ti Dc INV 111 � `.�. TRACT#:44801 l it ' - ,:;,,,,a:. DC PARCEL#: 5779-007-086 ,N '�t 13, DISCONNECT INVERTER � 3 e di STRING#1 + + I- + STRING#2 + + + + + + + + + + - + + + + + + + + + + + + + + + - + + + + + + + _+++++++++++++++ Lai Man Luk ++++++ +++++ 6.12 kW DC PV SOLAR ❑++++++ +++++ I SITE MAP + + + + + + 311 Genoa St B1 TOTAL 18 pcs AXITEC AC-340M/156-72S 340W panels Arcadia, CA 91006 Drawl BY: Stocked es gap: Shoot K.CHERN D.CHERN NONE 01 Dmo: Rovnen Lowe Dr''''''N m,bor. 2 Apr 2017 A NONE . f t 4 S 7'7`x^4 Yq f 4�.4 ll �� _ N LONG CHEN ENGINEERING (-::,:;,:t.‘,,!,,, ,1 Professional Engineer, LIC#C 55404 rt. rt 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 4 . otAc-rte PREPARED BY: Jong Chen Engineering _� „ �, "1h if ROUTING ' -- ACTION Dae d77„.. . ..,,,,:.: , �e� *InitiaSee Checker_ ' G°�'4 on Notes Sheet# Planning` I' ---qb, ,--a---- Eno. -Lci;- -- BuildinQ 7 - — . **C.ONDITION OF APPROVAL** Fire - •All exposed conduit and PWS-Water -- mechanical equipment shall be WELD =_ painted to Match roof:and.walls . 1 f • 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 1. 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 V^2(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. 30.4-58 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 structures and equipment with a mean roof height h<60 ft Vertical projected area Af= 7.1 sf Fv= qz G Cr Af (29.5-2) Fv= 189 Ib/panel (Governs) = 9 Ib/sf Fv:The vertical uplift force Horizon. projected Ar= 20 sf Fv= qz G Cr Ar (29.5-3) Fv= 517.5 Iblpanel (Governs) = 24.7 lb/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 2= Oft h= 15 ft Fp= 0.4 ap SDS Wp(1+2zJh) 13.3-1 (Rp/Ip) 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 13.3-3 = 0.62 Wp Panel avg.Wt= 3 psf Width= 3:3 ft 39 inch Length= 5.4 ft 65 inch Wp= 53 Ib From(A), Fp=, 0.62,.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 Iblpanel= 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 OF. 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 Manufacturers 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 Misc 1/2"plywood 1.5 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 size of projection area of the building did not increase. However, the lateral load due to seismic increase due to weight increase. Wt. of building 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=Cs W= 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 theexisting 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 existing building does not increase lateral loading by more than 10% 4 4 IjsGs Design Maps Summary Report User-Specified Input Building Code Reference Document ASCE 7-10 Standard (which ub•:ites USGS hazard data available n 200S) . Site Coordinates 34.126°N, 1.17.749°W Site Soil Classification Site Class D - "Stiff Soil" Risk Category I/II/III i A r 2nm 4xt<z1 r t7iM�rritrsss I 00�im `c . atf�.vf- p y i } Azusa Glendora fk ' i� , "' pi pgrey .�'�xs', } 5 go � i�11�h Sl ki Baa San Dimas , /41-04011,1-1M):.4"'777'Coina4 3 � j a r - 't ��. s 4 r� m_„/""' M E R I C A 'Q QV l b "I a Ioe Mate �q Q • ...,+ m ...- �`C� (om! s! ®Miy1 Yost USGS-Provided Output Ss = 3.108g SM5 = 3.108g. SDS = 2.072g S1 = 1.156 g SMI = 1.735 g Sal = 1.156 g For information on how the SS and S1 values above have 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. 3.52 MCER Response Spectrum Design Response Spectrum 3.20 2.10 2.10 1.09 2.56 1.69 124 1.47 S 1.72d 1 .2i 11 1.60 ! A 1.211 in 1.05 j 0.04 0.96 0.63 0:64 0.42 0.32 0.21 0.00 0.00 0.00 0.20 0.40. 0.60 0.00 1'.00 1.20 1.40 1.60 1.00 2.00 0.00 0.20 0.40 0.60 0.110 1.00 1.20 1.40 1.60 1.00 2.00 Period, T(sec) Period.T(sec) For PGA,,,, TL, C,,S,.and C,,,values, please view the detailed report. 112 Withdrawal Design Values lieu 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 lbs./in. of shall be multiplied by the end grain factor, Cis=0.75. for a single lag scam inserted in side grain, 11.2.1.3 When lag screws are loaded in withdrawal, with the lag screvr axis perpendicular to the wood fibers, the allowable tensile strength of the lag screw at the net shall be detcamined 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 screw diameters given in Table 11.2A.Tabulated nominal design values,W, shall be multiplied by all applicable adjustment factors(see 'Ihble 10.3.1)to obtain allowable design values,W. w.1S00Ga/2Dsm (112-1) Table 1. .2A Lag Screw Withdrawal Design Values (WP Tabulated withdrawal design values(W)ars in pounds per inch of thread pion lite side grain of main member. Length of thread penetration in main member shall net include the length of the tapered tip(see Appendix L), SPecific Grevhy Lag Screw Unthreaded Shank Diameter,D G 114" 5116" 318" 7/16" 1/2" 518" 3/4" 7/3" 1" 1-1/8" 1-1/4" 0.73 397 469 UZI 604 668 789 905 1016 1226 1327 j: .a; ,�{ ,+. 7 ! t 7°t`'r '-�',Iar�"�F.r „ ; •/ _ PR:At �.. f .T: 0.68 ., ,;.; .. .<...� 600 709 813, 913 1009 1103 1193 rte'/ • r t .•,; _ lv' 'i S '}-.. �%K-x 't .;�••`�'f - ry 1 _+��r, ,j; r�{�.j�Y� ,T�'`{.{ e � 0.58 281 473 559 641 719 795 869 940 nr • ^1 . - - . 0.51 232 390528 593 656 716 775 _ • "` r' .‘ ;lkt s .,1� :7 ;o• l �lr ra e :. . 0.49 258 296 LER 367 MI 498 559 617 674 730 > . .s • • ; " `r'. t :i` 0.46 199 269 302 508 n 562 613 664 0.43 179 212 243 273 302 409 459 508 600 0.41 1114111 198 111111111Z11111E11111011111Eallialintallliall 5591 0.39 M 183 210 236 261 308 397 438 479 518 0.37 MO 169 194 111M110110411 326 367 405 MEll 479 0.35 156 179 200 Mal 262 300 igaispais 407 441 I<Tabulated girtt design values(V6►)for lag saw imessonices abed be multiplied by ed applicable adjustment factors(see 71tbb 103.1). Il.MIRfCAN W00000UNCIL aYG.y ''.7°4'1' ; J1 ' ,:,,,,,:.le,'3-, IT-1:-- -C � �� .�c , i� ' ,,,,,,,r1:,11,4 � �� 4� .c _. 42;1.6t-i214;44;141,..1 ;'"ttliTA. .P € a g, .1�L high quality german solar brand i ., { 1ti Y g ,-,,,A, ASN'1 ? 'Y l AX ,a , " € yam )f 72 cell monocrystalline � k High performance photovoltaic module r=_ `f z !,tel German engineered–made for America l �r�; 3� '1, '/' I'If Lit ° .. 1- " j'ef ' 12 years manufacturers warranty �. a � 8 ,y ,.; Two more years than industry standard j t 8sti ; ; g pg4 * ma ep Highest performance due to specifically y� �, q ° ° selected technologies and materials I - t e°,I , , np. x, x Positive power tolerance from 0-5 WP "�e°� f' k � , r m {� Higherguaranteed field11 ' , Wp,. 9 Y I ray t _� Snow load of up to 50 psf 0 �1 Stable module for a long life in extreme conditions k 1e $iti`° °. '°f f 100% electroluminescence inspection f f Ino ,e Micro crack and hotspot free modules s # • k % } t t j tk1 PE 4 High quality junction box and connector `` ' + i 1 f system for a longer life time , ,P 1 1' �•� 1.1 F . s fi g I 1 1 t I {., g Exclusive linear AXITEC high performance guarantee! t t d j ` iE ; .II sj • 15 years manufacturer s guarantee on 90% of the nominal performance t . • 25 years manufacturer's guarantee on 85% of the nominal performance d V CCZ) US C 10o LISTED cc t s7 AXITEC Warranty d Jfrft PTtY Add •''{/at �, 9a, ��� (T11 85�s 85% 1-8%more ower j �/G 1 Tru � p a t us 4 nor e0i � eoi ��r� �,�, after 25 years commercial-, Intertek zy °° Module Fire Performance: levelwarranty TYPE 1(UL 1703) i`p 0% CLASS C(IEC61730) 1 5 10 15 20 25 Years AXITEC,LLC,75 Twinbridge Drive,Suite E,Pennsauken,NJ 08110,Phone 856-813-9386,into@axitecsolar.com a .4 >_. .. - - t ,•� www.axitecsolar.us %,:zi.,-,c..e.',,,,t4 .. Italireittliurtive,ta&VA.,,figfli:74,;;;;;,:-cti 414.* mAxITE----c - ,,,,.:;, ,,,, , -*, , 'rg.v.to,o',.-'-iq,'''',`",*'-'1v,1441f.4.A.'4.e.,4,2tefa.44,,,,,t4tv...,414,.,4'',,y,;i'114. ,> a �.. 2 a " 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) `i ype !Nominal a.rip tt , Nominal voltage 1i ir;nalcurrent Short c!cuit current Open cn c.ri voltage .,educe cunversierr Prnpp Umpp Impp Isc .',Uoc efficiency.;" . AC-330M 56-72S 330 Wp 37.70 V 8.77 A ,.9:28 A 46.20 V :17.01 AC-335M/ 6-728 335 Wp 37.90-V 8.85 A 9.29 A 46.40 V' i 17.26:'% .AC-340fv1/156-72 5 ..;'. 340 Wp - .:,' ..38.00 V _ • 8.95 A `9.40 A 46.50 V - .17.52%:! ..-. AC-345M/156-725.. ' .345 Wp . 38.10 V V. 9.06 A •9.48 A .: 46.60 V 17.70 0/; . AC.-350M/156-72S- 350.Wp 38.20_V 9.16 A 9.56 A 46;70 V 17.9? 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:(40 mm)silver anodized aluminium frame Reverse:current feed IR15.0 A Permissible operating Meonical•datra h¢r - : temperature -40°C to 85°C1=40Fto 185F L xW x Fi 77.01'x39.06 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)`: Pov;er connection NOCT,irradiance 800 VV/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. . : .. • • ' t 57 Voltage Uoc -0,30%/K �� W6 y I Current[so 0.04%/K - 1 Output Pmpp =0.40//K l - 1 _- �,-0 d , j `� .� ® i �0.26xe.39 `Law light performance(Example for AC-300M/156-72S) %---,- �_�.�".', mounting Holes 1-U cl a.actei stir curve Curren fop Voltage UPP i¢ �y®; 200.W/m2 1,69A 34.55V i tJ s 400 W/mr 3.30 A 35.42 V 31, _ -I6' • m a 0 o.26 ° ,F 1'' 4 ''grounding { I 6001N/m 4.93 A' 35.70 V 4s 5 '1:1 0_,- 511,1 _ holes 800 W/me 6.48 A" 36:21 V 'I is • 1000 W/m? 8.18 A 36.73 V i � � . :� p8 li � W' _ j • Packaging I, m s • • Module,pieces per pallet 25_.: m R` Module pieces per HQ container 550 • J:-41- e � ! I All dimensions in inch _ Technical data are subject to change without prior notice,errors excepted. -.,.ry.r- A. The measurement tolerances are+1-3% •- r ..,1,'.:j1—. ' — "LV*;97'' :'''''' '1't."''''',', ' '':•'•c:.:::;44 ,rtr, q: .7,,,tt,',11.t. ', , v,,,,,,, z_...,ke•,,,,,!ii'.:2 ,!:•?;.:.'il • . 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Fixed volf.age illverler - . r..1 and faii:)iii:1shi,:t.down for N • k 5'902-1:1 and '. Lilt eirt)zer,itio dg...411.1,,,,,•,4, -....„ • -„., to I nstad outc.1(.-.o.rs or indoor, wave : '...,'''Lt::;glii'alt.e.1,d4c::.'''[.i'l'-',.-..,i(l,f(,),r,,.1.:14.1C Rule 21 gid{:ornpllance, • F3',y si,lall ar d r.,,,,\. . , lir capacitors r'.:'i'''t;...er.-Pcliabirty without any-,Niectioiy._ '-v accuracy) ANSI C12.20 Class 0.5(0,5,0 s. Built-ii mocluie-level monitoring •-)ptional: Revenue grade data,, ,. ,..,A.....,,i.,...,..iiii,iiii;3.,;‘,:.ii i..,— 1.....:,.. .'fil,",';'•.1,'•i • lay" °.; ® * a Single Phase Inverters for North America iE) �?�^rr�f�titi ttyyCC� ``CC�j ppr��(���JJ CC ft J ijt!i( CC C(� r� t(,�� 7Cf t, t(( ,.. ..,y.< , sS+.L...)OC8H-LSc,37r`3i.38OOH-JS/SE5000H-US i'SE6000i!"US/ 5E7600H-US • SE30o0H US 3E3800H US 1 SES000H US ' I S60001-1-US SE7 t70H US OUTPUT Rated AC Power Output 3000 3800 5000 0000 7600 1 VA Max.AC Power Output 3000 3800 ;(;till (3000 7600 I VA AC Output Voltage tin:-Nom.-Max.(183-208_729) .. - i V .. .. Vac AC Output Voltage Min.-Nom.-Max.(211-240-264) I ✓ 1 i V I V I +r ✓ I Vac AC Frequency(Nominal) i 59.3-6i0 60.5 a H' Maximum Continuous Output Current 2.08V I - - 24 - - A Nlax t?Jura Continuous Output Current 2110V 12.5 16 21 25 � 32 i A GM Threshold 1 A Utility Monitoring,!standing Protection, i :: I Ye. Country; Configurable Thresholds : INPUT Maximum DC Power 4650 : 5900 7750 9300 11800 II W Transfornter..!ess,Ungrounded Yas Maximum Input Voltage 480 Vdc Nominal DC Input Voltage 380 '400 Vdc Maximum Input Cur:'ent 208V r, i .. .. 13.5 .• Adz,: Maximum input Current 240V c 8.5 10,5 13.5 16.5 20 ! Ado Max.Input Short Circuit Current 45 Ado Reverse-Polarity Protection Ground-FaultIsolation Detection 60014 Sensitivity • Maximum Inverter Efficiency 99 99.2 % CEO Weighted Efficiency 99 , Nighttime Power Consumption � 0 2.5 tr ADDITIONAL FEATURES Supported Commun tion Interfaces I 85481, Ethernet. iglsee(optional),Cellular(optional) Revenue Grade Date,ANSI C12.20 Optirrlal0 • Rapid Shutdown-NEC Cl2 : `and 2.017 690.12 Automatic Rapid Shutdown upon AC Grid Dtseonr,.ot STANDARD COMPLIANCE . Safety ,1!..17.1,UL1741 SA,U110998,CSA 022.2,Canadian AFCI according to 7.1.1..M-07 Grid Conne.ction Standards IEE.E'.5 7,Rule 2.1,Rule 14(HI) Emissions IFCC Part 15 Class INSTALLATION SPECIFICATIOJNS ` AC Output Conduit Size/AWG Range I, 0.751. Conduit/14-6 AWG DC.Input Conduit Size/8 of Strings/,1Vtir7 Range 1 0.75-1" Conduit/1-2 strings/14.5 AWG • Dimensions with Safety Switch(HAW); 17.7 a 14 x 6.8;450 x 370 x 1.74 I in/mm Weight with Safety Switch 22/10 25.1/11.4 26.2/11.9 i !Cs/<r Noise <25 • <50dRA hiatus! convection and Cooling Natural Convection 1 internal fan (user r=_aplacr phial Operating Temperature Range •13 to+2140/-25 to+601`2'(••40_F/-40"C opt on)v`x f/`C. Protection Rating NEMA 3R(Inverter with Safety Switch) l '':Jr Otter regirti?i s'a.'gs p!051e coils(SoizrEdge support A sig'::or,gd,_ 'b urr i_moo tt0 nope;:I'e.Iri00rmr will ii Rift To inp,: current to the ottioi Stattri ':?owur d .rain ItIn3rnC',r pj N:tiErr:;x.ii USCOUti'-0C: ?�t)'Jli?Y CI!?-r:tilrF:?J'i.,r:'•Cr C. ,i.GO versian P1t-'•SEnc-41r-1i5000Ns ii4 tJ �l ��� �-: y' arP' % fir= -., +a... ug.., '�b ' ';. ;' C,.•. � °° et 'Fe i =ay,r 1 A C,,q ° 7!,i-i,.�br •z # . end y yes moi i , 1,, f lol �� t , • .::::,...: ll S— � rs9 6 a�, c1 ,s i; # yy����t 3 ^ •„ a ' .r,. t°°" u� k�. - ,.;.a� s . 'Ai'4',.,11... '� +. �'�' ' • 'e,' , solar SolarEdge Power Optimizer _ Module Add-On For North America I— P300 / P320 / P370 / P400 / P405 Cl- CC LLI 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 , . . . , :.z.:f,..:* ,,,,,..7.„.way i so ....a r, rr.-','„ 0 I,0 e So arEdge Power Optimizer '- .,• 'j1j Module Add-On for North America P300/ P320/ P370/ P400/ P405 P300 P320 P37 P400 1 P405 ii (for 6o-cell mod- ;for high-power i (for higher-power (fo,72&96-cell (for thin film tales) : 60-cell modules) i 68 and 72 -cell, r ocfu€nst j modules) • I noduses} INPUT atec3 Input DC f ow4,rn; _ 300 - 320 370 400 405 `_, _.__. Absolute Maximum :5put Voltage Vo at lowest temperature) 48 60 0 125 v'dC. I MDPT Operating Range 8-48 8-60 8-80 , 12.`i-10' Ode Maximum Short Circuit Current(Ise) 10 i 11 10.1 Ark Maximum DC Input:Current i 12.5 1:3.75 12.63 i Ade Maximum Efficiency 0I.T5 I A StJri1,'^.t:eci Efficiency 98.$ A G.''rvel_ata Category I1 . OUTPUT DURING OPERATION(POWER OPTIMIZER CONNECTED TO OPERATING SOLAREDGE INVERTER) Maximum Output Current ' 15 I Ade i _ maximum OutputOutputVoltageVoltage 6085 Ode OUTPUT DURING STANDBY(POWER OPTIMIZER DISCONNECTED FROM SOLAREDGE INVERTER OR SOLAREDGE INVERTER OFF)� ,_... Output t er Output voltage perPower ..._�__..._.. ._. Optimize! Ode • STANDARD COMPLIANCE _ :EV'C _. FCC I;aril,Class B.ii Ct"000-n 2,, C61C0^v-6-3 Safety 15062109-1(class II safety),UL1741 Rol-l5 Yes INSTALLATION SPECIFICATIONS ,;a; .um Allowed d S stern voltage 1000 € VQC Compatible i,ver:ers Ali 5n ar€:rlge Single€'r;3srz and I hn r. Phase inverters ;t, i 128x152 x35/ 122 x 152x 50/ Dimension...;�d x L.x id) I 1.2.8 r,1:..z.x t_..-:i s 7.1Y7 x 1..08 c G ^F. 0"U1i j ih _x 97x1.37 . 5xs._7x_ae Weight(including cables) z(i:1.4750;'1.7 845/7. gr j lb ':rt Connecter tvii�,.Compatible ri(.�Ie I( MC/ ; .... ..... ..<...... Input ,:.. 1 tit.:4 o pat i;le Air nenoi AH4 ii Croub>e!insulated; Output Wire TypeConnector Double insulate,);NIC4 Compatible i MC4/ Double Insulated;v'iC4 Compatible tp / •pati;ie Arnphenoi AH4 Output Wire Length 0.05/3.0 1 1.2/3.9 m,1tt Operating Tnmt;cra'ture Flange -4.0-+85/-40-+185: i >' f'I:. Protection Rating I 11268/NEMA6P Relative Humidity li) II A ',Rated sic power of the module Mock ie,r u,^,to CA powa,tclerarae allowed. PO SYSTEM DESIGN USING • SINGLE PHASE SINGLE PHASE . THREE PHASE 2080 THREE PHASE 430V 501..A€?EDGE INVERTS. r''''-' HD-WAVE (Minimum_i ring I eril;ti 1 €Power Optimizers) 8 i0 8 Maximum String Length (Power Optimizers) • 5700(6000 with Maximum Power per String :5250 5000 12750 i L"! S:/uutjIi_L c, 1 Paralle€Strings of Different Lengths }y or Orientations rcr detailed�nng scant information reri�r to:^:1::::a;•:v;.w!ar<J �• -� ^vysite%celaa! r.+^-'• +•:: . ..;,,not a liewod to 1015 540 with?300/1-'3?011'40c/PfiJ4iPw0s in one 5tr,ng. 1'�,;9,ct '� t -at'; a;a';: "�` t si'; d�nt4, r 1 s ' a• a ��'�',,, *. . tii!��, $r �a a< � & ,� i �,-�3i �37 y��1r a � ii' � -,:,...,.4 1,t ® slit V'a i ." i.' :'<;;;, '*:,;44i.::;,..F:T:',''''',F:4,,,r4:).k.,::'.-.:,,:x:4?,:..-,.-4:1,-,i,7,:r:•.,,.. ,,,4,,,-,-,7-t.„.„,,,,...„,..,„.,,,,,,,„4,..., ;._, }- ;? t a A 'S1 qt�, ,,,l'— r . A }yW 4.11. A t - ,.. _l ®" $� aaz. V£�s 51c9r31 .10 V ., SOLAR WAREHOUSE SWH Solar Mount Tele Strut MFG-PN: MR-SW-TT-6B, MR-SW-TT-6S, MR-SW-TT-4S, MR-SW-TT4SB Base and Channel Nut Materials: • 6005-T5 extruded aluminum alloy • Clear or black anodized Fasteners and Flashing Materials: • 304 stainless steel '1 •Tigten threaded rod onto channel nut a to 14 ft-lbs torque ' *Product not recommended for clay or slat tiles. ?:':4 r g'�, { ** Steel bolt1 d d � P1 �* � � 5/16"x 3.5"Stainless lag inc u e . 4 ;`' ir c- 3 �� CONFORMS TO UL SUB 2703 s �3 17,8= -fit i I N, '�� ETVUS L, o _ ..... _ ._. _. __.. 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. 5/6"lag screw*specifications - Notes: Specific gravity per inch thread depth (1)Thread must be embedded in the side grain of a rafter or other structural member integral with building structure. Douglas Fir,Larch 0.50 266 (2)Lag bolts must be located in the middle third of Douglas Fir,South .46 235 the structural member. Engelmann Spruce,Lodgepole Pine? .46 235 (3)These values are not valid for wet service. Hem,Fir,Redwood(close grain) .43 212 c' (4)This table does not include shear capacities.If Hem,Fir(North) .46 235 necessary,contact a local engineer to specifiy lag bolt size with regard to shear forces. Southern Pine .55 307 (5) Install lag bolts with head and washer flush to Spruce,Pine,Fir .42 205 surface(no gap).Do not over-torque. Pine,Firz .50 266 (6)Withdrawal design values for lag screw connec- Spruce, Thread tions shall be multiplied by applicable adjustment depth factors if necessary. See Table 10.3.1 in the 1MSR 1650 f &higher American Wood Council NDS for Wood Construc- 2E of 2 million psi and higher grades of MSR and MEL tion. *Use flatwashers with lag screws. Z Axial Load Capacity Note: Loads are given for tile strut only. Check load limits for lag screw X Y or other attachment methods. Average Average Average Base Assembled Part 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 Ibs SWTTO8S 4" rod 313 (1392) 313 (1392) 4279(19034) 1.75" x 8" x 0.75" 0.822 lbs *Independent Laboratory Tested 962$Valley Blvd. Rosemead, CA:91770' I Phone 626-579-3288 I Info@esolarwarehouse.corh • • s�' a,� • •• iin u e OLAR WAREHOUSE stfH, Ct'CTr`HQCICIrI iT'f5$C%11C7tf :er'5iOrt .47�.: (3.2.4] Tile Strut Installation i. xw . 'ma x ..u'� �r - I�-P`4. %' f .1.„..,•••.'•.. ...,..0.:„ 'ti, '..';:ii;"-,e.,-'4. 1 4£ � � R 4 � T GGG �''� F 3 t � Yk7 l 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 pullng the tile,usu finder to locate the rafter center. locate the exact center.A 3/16" ally held in place by a small nail. Mark a reference point on the pilot hole drill bit is recom- tileabove. mended. I1 ` r ^� �' $ „,:::-.'f,” 4,/ 4 ..' -ice.+ A - fir' r - : -J .. ' S 4 a� r..,-,:,.7:4•.;„1.74,'r w aY•' 1:r,,,,,,„,.„:„...,:::„.,,„,:.,,, •,:,„ ,_- A. %F",'' q�„ i 7ra� .� v^` t. I .z.�,r' fr...-••-„....4A1'-:':.:•.....•,"44.1: ....=-.:„.!;.„,:.: 5..,.. 1 ' dy,, �4 a b •. �t'x r �'" r' 1,': -:,...:''...'.-."-k`.-- d `S'�s v. k. ,.,r`` ' f `f Lr' a` '' ,, .,- a 4 `-'...`,...f...,,, [:"..t4.4#'''.,-ffl4f..'-'.,'':::- .-,:;.. .-,q,-,.;•:.01! f':Ii'...f.,'...11".: ki4 '''''''45'.':.;*:''''''' I .,','a' '•. f ,�...__Wiz`-��.�...,_._ •�.. STEP 5:Insert the lag bolt STEP 6:Install lag bolt into STEP 7.Slide Channel nut to STEP 8.Using 3/8"carbide bit and and washerthrough the Tile the roof using a 1/2"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. '} „p s !:'...:,',',,,s,.::::,„ yyyyyy z — � x n pas � L �� { f rY Y C y I q` , '� E Zx r'•l i 1 .. Yf W j Sx {h 1a. u a '� � d 5� } S 4. d 44. 1 : .... ,. ......,.,..w,..d,.w.c�.......�_...e.........� ...a�.'l..^ �a..u................m.....a...�._...... .�.s.._.n 1 ,,,=,:,','--. ..�r:F.s. ... ...........�.."r .....- .A.,... ._ STEP 9:Return the back to STEP 10:Insert and hand STEP 11:Using the provided STEP 12:Use two flange 29 place. tighten threaded rod. flashing and nut to secure nuts to hold L bracket into se•corn. threaded rod.Tighten to 14 place.Use Solar Mount rails ft lbs. to attach to[--brackets. NOTE: VVater:and debris'funs through the lowest point. Always attach points at the;peak of the tile.` A/jr ' SOLAR WAREHOUSE Racking Datasheet ersion16.0 .v 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 aluminum alloy SLOT FOR 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 11•-X LISTED .744" US uo 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 I Phone 626-5/9 3288 1 Info olar arehouse orr Version 12.10 v2 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 ., , f :>--.., " • Assembled mid clamp weight: 0.078 lbs(with hardware) " ~ � .� • Assemble mid clamp with one 1/4" Grounding T-bolt and one '/4"-20 ASTM F594 serrated flange nut - ; - ` . Use anti-seize and tighten to 8 ft-lbs of torque �{ MODEL# T BOLT LENGTH MODULE HEIGHT P EA-SW-GM-25B 50MM <=32mm i."-: EA-SW-GM-25K 60MM 33-42mm •0_ EA-SW-GM-25E 70MM 43-50 mm d4«Y14 ' SWH stainless steel UL2703 1' SIDE • „,,,, FRONT„I, 4A j 7 • mid clamp penetrates LISTED i"-i '� , g '1 solar module frame ,,,,„„ anodization to create ,::,,„ .,),,,„,,t ,3: " grounding path. US T.E }� a 9TE - - Intertek 61,S ....... #4009330 SWH stainless steel i -kJ '1. grounding T-bolt .Z .. 1 penetrates solar rail j- anodization to create •- grounding path. 1 GROUNDING i BOLT/LUG t 1 ......._._ l TA- .25"DISTANCES ,:a?i,:::'''„.:','.... .'''.t d fi. EBF BETWEEN ,a n i', "t I, A. ,-7 MODULES ! i�. Agr. ;.%V.6:.'3]''''',':'''',:-': ii-alt I'i'''''t.'''' ';';::::::',4‘'.:( :::::':::1-- :P''''.. Hf.:''11''''1?.'Plji.OT-,''''' MODULE MODULE 1 t � ''� ''1.x RAILJ,iti ' ...y. 0 ':, %.,‘R.w.g.i.v. rmik.,,,,,w,1-.:,,-.4:-.K. sil Dimensions specified in inches unless noted r tt.,..., : ....; , t'> , , a 9628 Volley Blvd.Rosemec':4'C. A Rosemead91770 1 Phone 628-579-3288.1 info c©a e. larw reho se•cor,