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PMT16-02294 Cify of Memifee Permit No.: PMT16-02294 29714 HAUN RD.<A CCEL/ MENIFEE,CA 92586 Type: Residential Electrical MENIFEE Date Issued: 0 7/2 712 01 6 Site Address: 31779 HARDEN ST, MENIFEE,CA 92584 Parcel Number: 360-591-002 Construction Cost: $36,000.00 Existing Use: Proposed Use: Description of INSTALL 36 RESIDENTIAL ROOF MOUNT SOLAR PANELS,2INVERTERS, NO UPGRADES 8.348KW Work: Owner Contractor JONATHAN NOLAN NEW DAY SOLAR 31779 HARDEN ST 23811 WASHINGTON AVE STE C110 MENIFEE, CA 92584 #224 Applicant Phone: 8554446329 TIM STONEKING License Number.812958 NEW DAY SOLAR 23811 WASHINGTON AVE STE C110 #224 MURRIETA, CA 92562 Fee Description atv Amount I$1 Solar, Rasid Small Commercial I 252.OU Building Permit Issuance 1 27.00 Additional Plan Revlevv Electrical 158 157,50 GREEN FEE 1 2.00 SMIP RESIDENTIAL 1 5,00 General Plan Maintenance Fee-Electrical 1 12.60 $456.10 The issuance of this permit shall not prevent the building official from thereafter requiring the correction of errors in the plans and specifications or from preventing builiding operations being carried on thereunder when in violation of the Building Code or of any other ordinance of City of Menifee.Except as otherwise stated,a permit for construction under which no work is commenced within six months after issuance,or where the work commenced is suspended or abandoned for six months,shall expire,and fees paid shall be forfeited. AA_Bldg_Permit_Template.rpt Page 1 of 1 CITY OF MENIFEE LICENSED DECLARATION property who builds or improves thereon,and who contracts forthe projects 1 hereby affirm under penalty of perjurythat I am under provisions of with a licensed contractor(s)pursuant to the Contractors State License Law). Chapter9(commencing with section 7000)of Division 3 of the Business and a am exempt from licensure under the Contractor's State License Law for Professions Code and my license is in full farce and effect. the following reason: License Class r—iC,CA4 Ucense No. 3�12 ?69 By my signature below I acknowledge that'except formy personal residence Expires 9 dal 7 Signature, i( G!!ogg� in which I must have resided for at least one year prior to completion of improvements covered by this permit.I cannot legally sell a structure that I WORKER'S COMPENSATION DECLARATION have built as an owner-builder if it has not been constructed in its entirety by o l hereby affirm under penalty of perjury one of the following declarations:I licensed contractors.I understand that a copy of the applicable law,Section have and will maintain a certificate of consent of self-insure for worker's 7044 of the Business and Professions Code,is available upon request when compensation,Issued by the Director of Industrial Relations as provided for this application is submitted or at the following website: by Section 3700 of the Labor Code,for the performance of work for which this permit is issued. www.leginfo.ca.eov/calaw.htmL Policy If V Date $S I have and will maintain worker's compensation Insurance,as required by PROPERTY OWNER OR AUTHORIZED AGENT section 3700 of the Labor Code,for the performance of the work for which o By my signature below I certify to each of the following:I am the property this permit is issued.My worker's compensation insurance carrier and policy owner or authorized to act on the property owners behalf.I have read this number are: t application and the information I have provided is correct.I agree to comply Carrier 1 f cL`>rvrrn with all applicable city and county ordinances and state laws relating to !, �l7/��L buidingconstruction.I authorize representatives of this city or county to Policy# Q I$73;0.C�Expires i enter the above identified property for inspection purposes. (This section need not to be completed is the permit is for one-hundred Date dollars($100)or less PROPERTY OWNER OR AUTHORIZED AGENT o I certify that in the performance of the work for which this permit is issued, I shall not emolov any persons in any manner so as to become subject to the CITY BUSINESS LICENSE# workers compensation laws of California,and agree that if I should become HAZARDOUS MATERIAL DECLARATION subject to the workers compensation provisions of Section 3700 of the Labor Code,I shall CWthwith comply with Pose provisions. Will the applicant or future building occupant handle hazardous material or a Applicant �� . Date -'- 1 mixture containing a hazardous material equal to orgreater that the amounts specified on the Hazardous Materials Information Guide? WARNING:FAILURE TO SE[ RE WORKER'S COMPENSATION COVERAGE IS 0 Yes )Q No UNLAWFUL,AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES Will the intended use of the building by the applicant or future building AND CIVIL FINES UP TO ONE HUNDRED THOUSAND DOLLARS($100,000),IN occupant require a permit for the construction or modlRcation from South ADDITION TO THE COST OF COMPENSATION,DAMAGES AS PROVIDED FOR Coast Air Quality Management District(SC construction or See permitting checklist IN SECTION 3706 OF THE LABOR CODE,INTEREST,AND ATTORNEYS FEES fo Coast Airlines Qua CONSTRUCTION LENDING AGENCY 0 Yes atNo I hereby affirm that under the penalty of perjury there is a construction Will the proposed building or modified facility be within 1000 feet of the lending agency for the performance of the work which this permit is issued outer boundary of school? (Section 3097 Civil Code) 0 Yes ra(No OWNER BUILDER DECLARATIONS 1 have read the Hazardous Material Information Guide and the SCAQMD I hereby affirm under penalty of perjury that I am exempt from the permitting checklist.I understand my requirements under the State of California Health al Safety Code,Sec Contractors License Law for the reason(s)indicated below by the Section 25505 and 25534 concerning hazardous material reporting. checkmark(s)I have placed next to the applicable item(s)(Section 7031.5 gYes 0 No Business and Professions Code).Any city or county that requires a permit to Date construct,alter,improve,demolish or repair any structure,prior to its PROPERTY OWNER ORAU ORI ZED issuance,also requires the applicant for the permit to file a signed statement AGENT that he or she is licensed pursuant to the provisions of the Contractors State EPA RENOVATION,REPAIR AND PAINTING IRRPI License Law(Chapter 9(commencing with Section 7000)of Division 3 of the The EPA Renovation,Repair and Painting(RRP)Rule requires contractors Business and Professions Code)or that he or she is exempt from Iicensure receiving compensation for most work that disturbs paint In a pre-1978 and the basis for the alleged exemption.Any violation of Section 7031.5 by residence or childcare facility to be RRP-certified firms and comply with an Applicant fora permit subjects the applicant to a civil penalty of not more required practices.This includes rental properly owners and property than($500J. managers who do the paint-disturbing work themselves or through their 0I,as owner of the property,or my employee with wages as their sole employees.For more information about EPA's Renovation Program visit: compensation,will do( )all of or( )portion of the work,and the structure is www.epa.gov/lead or contact the National Lead Information Center at not intended or offered for sale.(Section 7044,Business and Professions 1-800-424-LEAD(5323). Code;The Contractors State License Law does not apply to an owner of a ❑An EPA Lead-Safe Certified Renovator will be responsible for this project property who,through employees'or personal effort,builds or improves the property provided that the improvements are not intended or offered for Certified Firm Name: sale.If,however,the building or Improvement is sold within one year of Firm Certification No.: completion,the Owner-Builder will have the burden of proving that it was not built or improved for the purpose of sale. 0 No EPA Lead-Safe Certified Firm is required for this project because: D 1,as owner of the property am exclusively contracting with licensed contractors to construct the project(Section 7044,Business and Professions Code:The Contractors State License Law does not apply to an owner of a If your project does not comply with EPA ARP rule please fill out the RAP Acknowledgement. City of Menifee Building 8 Safety Dept. BUILDING & SAFETY PERMIT/PLAN CHECK APPLICATION Menifee DATE —J — PERMIT/PLAN CHECK NUMBER �ImT Z TYPE: O COMMERCIAL ESIDENTIAL O MULTI-FAMILY O MOBILE HOME O POOL/SPA O SIGN SUBTYPE: O ADDITION O ALTERATION O DEMOLITION ELECTRICAL O MECHANICAL O NEW O PLUMBING O RE-ROOF-NUMBER OF SQUARES / DESCRIPTION OF WORK 4ej pp I C PROJECTADDRESS ASSESSOR'S PARCEL NUMBER {'� �� � LOT 35 TRACT 3I OWNER NAME l �a ADDRESS CS- -,Z tCA 9_osj_c/ PHONE 9(/- _e EMAIL APPLICANT NAME ADDRESS PHONE SS=LFG/G/��.3.2 /c EMAIL CONTRACTOR'S NAME llt76,,I OWNER BUILDER? OYES FAD BUSINESS NAME ADDRESS PHONE �S .S�-y�/� -Cis��/ EMAIL l CONTRACTOR'S STATE LIC NUMBER� ) /��js"�� LICENSE CLASSIFICATION VALUATION$ � ���(J SQFT LSQFT r, APPLICANT'S SIGNATURE DATE �7- CITY STAFF USE ONLY DEPARTMENT DISTRIBUTION �. CITY OF MENIFEE BUSINESS LICENSE NUMBER BUILDING PLANNING ENGINEERING FIRE GF Sf P INVOICE a PAIDAMOUNT O AMOUNT �-1 '� CASH OCHECK# OCREDIT CARD VISA/MC PLAN CHECK FEES PAIDAMOUNT 0CASH 0CHECK# OCREDITCARD VISA/MC OWNER BUILDER VERIFIED OYES O NO DL NUMBER NOTARIZED LETTER O YES O NO City of Menifee Building&Safety Department 29714 Haun Rd. Menifee, CA 92586 951-672-6777 www.cityofinenifee.us Inspection Request Line 951-246-6213 EsGil Corporation In Partnership with Government for(Bui[ ing Safety DATE: 07/22/16 11PLICANT JURis. JURISDICTION: City of Menifee ❑ PLAN REVIEWER ❑ FILE PLAN CHECK NO.: PMT16-02294 SET: I PROJECT ADDRESS: 31779 Harden St. PROJECT NAME: JONATHAN & PAULINE NOLAN (2) 5,000 Watts Solar Photovoltaic System ® The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. ❑ The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficiencies identified below are resolved and checked by building department staff. ❑ The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. ❑ The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. ❑ The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. ❑ The applicant's copy of the check list has been sent to: ® Esgil Corporation staff did not advise the applicant that the plan check has been completed. ❑ Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: _ ^ Telephone #: Date contacted: WTI/UcJ/ ) Fax #: Mail Telephone Fax In Person E-mail: ❑ REMARKS: By: Sergio Azuela Enclosures: EsGil Corporation ❑ GA ❑ EJ ❑ PC 07/19 9320 Chesapeake Drive, Suite 208 ♦ San Diego, Califomia 92123 ♦ (858)560-1468 ♦ Fax(858)560-1576 City of Menifee PMT16-02294 07/22/16 ADO NOT PAY— THIS IS NOT AN INVOICE] VALUATION AND PLAN CHECK FEE JURISDICTION: City of Menifee PLAN CHECK NO.: PMT16-02294 PREPARED BY: Sergio Azuela DATE: 07/22/16 BUILDING ADDRESS: 31779 Harden St. BUILDING OCCUPANCY: TYPE OF CONSTRUCTION: BUILDING AREA Valuation Reg. VALUE ($) PORTION ( Sq. Ft.) Multiplier Mod. Air Conditioning Fire Sprinklers TOTAL VALUE Jurisdiction Code mnf Manual Input Bldg. Permit Fee by Ordinance � Plan Check Fee by Ordinance Type of Review: Complete Review ❑ Structural Only ❑ ❑ Other ❑Repetitive Fee Hourl 1.5 Hrs. @ Repeats $157.50 ' is it Fee $105.00 Based on hourly rate Comments: 1 1/2 hours plan review. Sheet 1 of 1 macvalue.doc+ ' City of Menifee Building ANSIM40YIE?STRUCTURAL ENGINEERING,INC. INNOVATIVE JUL 18 2016 a997o TECHNOLOGY DR,SUITE 3.o8 0 STRUCTURAL MURRIETA,CA 92563 0 ENGINEERING ��GeIV2� PHONE:952.600.0032 L'!j d www.ISEengineers.com C,) Lf STRUCTURAL CALCULATIONS FOR: NOLAN RESIDENCE PHOTOVOLTAIC ARRAY ADDITION 31779 HARDEN STREET MENIFEE, CA 92584 �n V OWNER/DEVELOPER NEW DAY SOLAR 238m WASHINGTON AVE. SUITE C llo # 224 MURRIETA, CA 92562 1 July 15, 2oi6 ISE PROJECT#: i6-3693 OQVCFE `S/0 zr � .5627 OIml Exp.6/30/18 % N9 TRH VQ,p \P. '�OF Oql\FO ZUSGS Design Maps Summary Report User-Specified Input Report Title NOLAN RESIDENCE Fri July 15,2016 23:44:22 UiC Building Code Reference Document ASCE 7-10 Standard (which utilizes USGS hazard data available in 2008) Site Coordinates 33.659040N, 117.17948OW Site Soil Classification Site Class D - "Stiff Soil" Risk Category I/II/III .Rurnoland Hoineland • - ----- I v:, il. : 1 Hemet �.1 Aiil F: H::l Son City Winchester `tl.r - ulnrlt�vu.v L.. r 1 AL11 ,Lake Elsinore v - Lakeland sedco Hills tM ..' �- Village vtyl n I:t , Wildomar• , r .- Murrieta *1 h Hot,4Png9s 'Al"_'. USGS-Provided Output Ss = 1.500 g S" = 1.500 g Sos = 1.000 g S1 = 0.602 g S,4 = 0.903 g Sol = 0.602 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. MCER Response Spectrum Design Response Spectrum 1.65 1.50 1.10 1.35 0.59 1.20 0.88 1.05 0.77 0� 0.30 m 0.66 N 0.75 rA 0.55 O.Go 0.44 0.45 0.33 0.30 0.22 0.15 0.11 0.00 O.OD 0.00 0.20 0.40 0.60 0.90 1.00 1.20 1.40 1.Go 1.90 2.00 0.00 0.20 0.40 O.GO 0.20 1.00 1.20 1.40 1.60 1.90 2.00 Period,T(sec) Period, T(sec) For PGA,,,T,., Cas, and Cal values, please view the detailed report. Although this information is a product of the U.S. Geological Survey,we provide no warranty,expressed or implied,as to the accuracy of the data contained therein.This tool is not a substitute for technical subject-matter knowledge. ISEINNOVATIVE STRUCTURAL ENGINEERING, INC. INNOVATIVE 2997o TECHNOLOGY DR,SUITE io8 STRUCTURAL MURRIETA,CA 92563 ENGINEERING PHONE:95i.600.0032 www.ISEen ineers.com CBC SECTIONS 3403.3 &3403.4 - ADDITIONS Check Photovoltaic Array Addition at Buildings- 2013 California Building Code Gravity Design Loads: Roof Type: Concrete S-tile over 1/2"Plywood sheathing over 2x4 Rafters over 518"gypsum board with insulation and miscellaneous loading Live Load: zo.o psf Dead Load: Roofing Material: 22.0 psf Sheathing: 1.5 psf Roof Framing Members: 1.5 psf Drywall: z.o psf Insulation: 1.0 psf Miscellaneous: 1.0 psf Solar Array& Rack System 2.78 psf ----Additional Load Roof Dead Load w/o Solar Array= 19.00 psf Applied Over<S0%of Roof Dead Load at Solar Array= 21.78 psf Roof Area Total Roof Load who Solar Array= 39.0 psf Total Roof Load at Solar Array= 41.8 psf Area of Solar Array Addition(for gravity check)= 6iz ft2 Total Area of Affected Roof(for gravity check)= zzoo ft' Area of Solar Array Addition(for lateral check) Total Area of Affected Roof(for lateral check)= z75o W Check Additional Gravity Load: Total Load Increase at Affected Roof= 0.77 Ipsf Percentage of Total Load Increase= 3.98% 1 < S.o% OK Per CBC 3403.3 Additional Solar Array Weight is Structurally Acceptable Check Additional Gravity Load on Lateral Resisting System: Dead Load Increase at Entire Roof= 0.62 Ipsf Prct.Dead Load Increase on Entire Roof= 3.26% 1 < io.o% OK Per CBC 3403.4 Additional Solar Array Lateral Load is Structurally Acceptable IR INNOVATIVE STRUCTURAL ENGINEERING,INC. INNOVATIVE 2997o TECHNOLOGY DR,SUITE ao8 STRUCTURAL MURRIETA,CA 92563 ENGINEERING PHONE:951.600.0032 www.ISEen ineers.com ROOF MOUNTED SOLAR PANELS - Earthquake Analysis Earthquake Design per ASCE 7-10 - Section 13.6 (Mechanical/Electrical Components) Array Properties(Per Solar Array Designer) Warray:1 2.78 PSF AREAarray: 477.0 FT' Seismic Anchor Properties(Anchor Per Solar Array Designer) Vallow(NDS Table z1K):1 230 Ib/Mt Tallow(NDS Table 11.2A): ao64 Ib/Mt 5116"Lag Screw w/minimum 2.5" Embedment dI Design Parameters Site Class= D ASCE 7-20,Sec.21.4.2 Latitude,deg Longitude,deg Ss= 1.500 USGS 33.6590 -217.1795 Si= o.600 USGS Site Coefficient, Fa= 1.00 Table 21.4-1 Site Coefficient, Fv= 1.50 Table 11.4-2 SDs=2/3 Fa*Ss= 2.000 ASCE 7-2o, EQ 22.4-3 So,=2/3 Fv*Si= o.600 ASCE 7-2o, EQ 12.4-4 Importance Factor,le= 1.00 ASCE 7-2o,Table 1.5-2 Height of Equipment,z= 21.50 ft Height of Roof, h= 21.00 ft ap= 2.00 Table 13.6-1 RP= 2.50 Table 13.6-2 Determine Fp,Seismic Design Force(STRENGTH LEVEL)-ASCE 7-3.o Section 23.3.1 Fp=(o•4a,S0slp)(1+2z/h)/(Rp/Ip)= o.823 EQ 13.3-1 Fp max=2.6Soslp= 1.600 [Not Greater Than] EQ 13.3-2 Fp min=o.35oslP= 0.300 [Not Less Than] EQ 13-3-3 CBC/IBC Alternate Load Combinations(ASD)-Section z6o5.3.2, EQ.16-2o&26-21 Sf=Fp/1.4= 0.581 Horizontal Seismic Force ASCE 7-io, EQ 12.4-3 Sfv=0.2SDs/i.4 = 0.143 Vertical Seismic Force ASCE 7-2o, EQ 22.4-4 Number ot Required Seismic Anchors(Tension&Shear) Vseismic=Sf*Warray*AREAarray= 770 lb,Total Lateral Load on Seismic Anchors Tseismic=Sfv*Warray*AREAarray= 3.89 lb,Total Vertical Load on Seismic Anchors No. of Anchors=Vseismic/Vallow= 3.3 No.of Required Lateral Load Seismic Anchors No.of Anchors=Tseismic/Tallow= 0.2 No.of Required Vertical Load Seismic Anchors Total No.of Required Anchors= 4 Worst Case Tension or Shear No.of Anchors Supplied by Designer= 40 Standoff Mounts w/546"Lag Screw IS[ INNOVATIVE STRUCTURAL ENGINEERING,INC. INNOVATIVE 2997o TECHNOLOGY DR,SUITE io8 STRUCTURAL MURRIETA,CA 92563 ENGINEERING PHONE:952.600.0032 www.ISEen ineers.com ROOF MOUNTED SOLAR PANES - Wind Analysis Components and Cladding -Wind Load Design per ASCE 7-10, 30.4.2 - h<6o ft Array Properties(Per Solar Array Designer) Warray: 2.78 PSF AREAarray: 477.D FT' Seismic Anchor Properties(Anchor Per Solar Array Designer) Vallow(NDS Table iiK): 230 IbIMt Tallow INDS Table ii.2A): 1064dlb/Mt 5I16"Lag Screw w/minimum 2.5"Embedment Design Parameters Design Wind Velocity(3s Gust),V= 110 mph Wind Exposure= C Mean Panel Height= 22.50 ft Total Effective Area of Typical Array= 477 ft2 Panel Area to Each Support= 23-54 ft2 Angle of Panels= 19 degrees a..= 3 Ift(3ft. Min.) Determine Wind Force at Each Roof Mount qh=0.00256 K�Krt Kd V'I=1 psf Load case o.6*W K�= o.g2 Table30.3-1, Page 327 Kn= i.0 Figure 26.8-3., Page 252-253 Kd= o.85 Table 26.6-1, Page 250 1= 1 1.00 GC,(Zone i)= o.50 I -o.8o Per Figures 30.4-1 thru 30.4-7 GCP(Zone 2)=1 0.50 1 -1.20 Per Figures 30.4-1 thru 30.4-7 GCp(Zone 3)=1 0.50 1 -2.00 (NO PANELS IN ZONE 3 FOR THIS PROJECT) (+j P=qh(GCP-GCp;)=1 30.0 -i7.4 psf,Positive Wind(io psf min)-Worst Case Lateral Load at Each Mount= 44 -77 Ibs Compression/Uplift at Each Mount= 128 -223 Ibs Roof Mount is attached to aligned roof member w/(i)51..6"Lag Screw w/Min.2.5"thread Embedment per Solar Designer Roof Mount Specification. Analysis SummarK Since allow. attachment design loads are greater than Wind demad, design is structurally acceptable. r ni k 3 a WORLD'S FIRST SECURE POWER SUPPLY • Value-Added Improvements Reduced Labor Unmatched Flexibility Trouble-Free Servicing • World's first Secure Power Supply • New Installation Assistant with • SMA's proprietary OptiTrac- • Two-part enclosure concept rrow offers up to 2,000 W direct access via smortphone Global Peak technology mitigates allows for simple,expedited • Full grid management capabilities minimizes time in the field shade with ease servicing ensures a ufilitycompliant solution • Integrated disconnect simplifies • Multiple independent MPPFs • Glanced AFCI technology reduces for any market equipment stocking and speeds accommodate hundreds of false tripping while impravi g installation stringing possibilities sensilivdy in real arcs,greatly, reducing unneeded service calls SUNNY BOY 5.0-US/6.0-US Reduce costs across your entire residential business model The residential PV market is changing rapidly, and we understand that your bottom line matters more than ever.That's why we've designed a superior residential solution that will help you decrease costs throughout all stages of your business operations.The Sunny Boy 5.0-US/6.0-US join the SMA lineup of field-proven solar technology backed by the world's #1 service team, along with a wealth of improvements. Simple design, improved stocking and ordering, value driven sales support and streamlined installation are just some of the ways that SMA is working to help your business operate more efficiently. www.SMA-Amedco.com BOTTOM LINE SAVINGS. FROM THE FACTORY TO THE FIELD. SMA understands that hard and soft cost reductions must be achieved in order to maintain a competitive presence in the market. That's why we've designed a superior residential solution that will help you decrease costs throughout all stages of your business model. Speed the completion of customer proposals and maximize the efficiency of your design team with the Sunny Boy 5.0-US/6.0-US,which provides a new level of flexibility in system design by offering: v Hundreds of stringing configurations °•� _ » Multiple independent MPPTs b SMA's proprietary OptiTroem Global Peak shade mitigation technology n Diverse application options including on-and offgrid compatibility L� SMA wants to enable your sales team by arming them with an abundance of feature/ benefit support. Show your customers the value of the Sunny Boy 5.0-US/6.0-US by utilizing: t n Secure Power Supply, now with 2,000 W of opportunity power in the event of a grid outage, as an increased value-add or upsell opportunity » SMA's 30 year history and status as the#1 global inverter manufacturer instills homeowners with peace of mind and the long-term security they demand from a PV investment SMA n An economical solution for shade mitigation and the challenges of complex roofs n Complete grid-management capabilities,ensuring a utility-compliant solution for #1 INVERTER --- customers operating in any market :..................................................................................................................: . .•. Ensure that your back office business operations run smoothly and succinctly while mitigating potential errors.The Sunny Boy 5.0-US/6.0-US can help achieve cost savings in These areas by providing: n An integrated DC disconnect that simplifies equipment stocking and allows for a -� single inverter part number t_A a Accurate order processing by eliminating the potential errors associated with incompatible disconnects provided to your installation team • . • • ..................................... Expedite your operations in the field by taking advantage of the new Sunny Boys installer#riendly feature set including: Direct access via smart hone and utilization of SMA's Installation Assistant,which minimizes time/labor spent in the field and speeds the path to commissioning Improved communication capabilities that remove the need to install additional equipment . Integrated DC disconnect that simplifies onsite logistics and eliminates the need to install a separate disconnect unit,speeding overall installation time ................................................................................................................... �. SMA understands the factors that contribute to lifetime PV ownership cost,that's 1 why the Sunny Boy 5.0-US/6.0-US was designed for maximum reliability and backstopped by an unmatched service offering.Benefit from: n Enhanced AFCI technology that improves resistance against false tripping while improving sensitivity in detecting real arcs,which greatly reduces unneeded service calls and increases safety x The new Sunny Boy's two-part enclosure concept that separates the connection unit from the power unit,which allows for simple,expedited servicing . The#1 service team in the PV industry,as recognized by IMS research,with experience servicing an installed base of more than 40 GW SAME NAME, NEW GAME The Sunny Boy 5.0-US and 6.0-US are once again raising the bar by offering improved performance, enhanced features, and most importantly, an economical approach to residential solar. Your business model is a value chain. The new Sunny Boy-US series can help you stay competitive in an increasingly price sensitive residential market by driving down costs across all of your business operations. Technical data Sunny Boy 5.0-US Sunny Boy 6.0-US 208 V 240 V 208 V 240 V Input(DC) Max usable DC power 5300 W 5300 W 5500 W 6300 W Max.DC Voltage 600 V Rated MPP Voltage range 220-480 V MPPT operating voltage range 100-550 V Min.DC voltage/start voltage 100 V/125 V Max operating input current per MPPT 10 A Number of MPPT hacker/string per MPPT mocker 3/1 Output(AC) AC nominal power 5000 W 5000 W 5200 W 6000 W Max.AC apparent power 5000 VA SODO VA 5200 VA 60DO VA Nominal voltage/adjustable 208V/e 240 V/a 208 V/e 24OV/e AC volluge range 183-229 V 211-264 V 183-229 V 211 -264 V AC grid frequency 60 H./50 H. Moe output current 24.0 A 24.0 A 25.0 A 25.0 A Power factor(uts) 1 Output phoses/line connections 1/2 Harmonks <4% EfBdency Max.efficiency 972% 97.5% 97.2% 97.6% CEC efficiency 96.5% 97% 965% 97% Protection devices DC disconnect device e DC reverse polarity protection e Ground fault monitoring/Grid monitoring e AC short circuit protection e /Jlpole sensitive residual current monitoring unit(RCMU) e Arc fault circuit interrupter IAFCI) e Prolection class/overvoltage category I/IV General data Dimensions(W/H/D)in mm(in) 535 x 730 x 198 121.1 x 28.5 x 7.8) Packaging Dimensions[W/H/D)in min(in) 600 x 800 x 300(23.6 x 31.5 x 11.8) Weight 26 kg(5716) Packaging weight 30 kg(66 lb) Operating temperature range -25eC...+60°C Noise emission(typical) <25 dB(A) _ Internal power consumption at night <5 W - - Topology Traosformedess Cooling concept Convection _- Features Secure Power Supply e = - Display(2 x 16 characters) e _ Interfaces:Ethernet/WIAN 0/0 y Sensor module/External WIAN antenna 0/0 - Warranty:l0/15/20 years •/O/O - Certificotes and approvals UL 1741,UL 1998,UL 16978,IEEE1547,FCC Part 15(Class A&B),CAN/CSA V22.2 107.1-1 e Standard features O Optional features -Not available Data at nominal condifions NOTE US inverters ship with gray lids.Type designation SB 5.0-1SP-US-40 SBS.O-ISP-US-40 58 6.0-1SP-US-40 SB6-0-15P-US-40 Accessories Serra module O Exr m WLW oxen,e e MD.SENL540 � FSrANTU540 � al •------- Prdlmmarye(ficiancyau_w__SUNNY BOY 6.0-15P-US-40__t---------- ° E I vF 98 I _ '... ............. .................................... Ei 94 i,.... ................. 94 Ss i Ti 92 F. � =8 vseffll�� ^e 98 f M Be IV„-37SV1 66 -.. flolV.'4BOVf m V.,M eeo 00 0.2 0.4 a6 a8 1.0 LJ - —Owpul /dared pa xe-- -- — a :► KYOCERa KU -60 1000V Series KU265-6MCA CUTTING EDGE TECHNOLOGY ® ®� As a pioneer with four decades of experience in the development of photovoltaic systems, Kyocera drives the market a leading provider of PV products. MENNEN demonstrate ate our Kaizen philosophy, or commitment to continuous improvement, by setting the industry standard in the innovation of best-in-class solar energy equipment. ONE ■ QUALITY BUILT IN ■ ■ • UV-stabilized, anodized aluminum frame in black •Supported by major mounting structure manufacturers •Easily accessible grounding points on all four corners MOMMIN for fast installation •Proven junction box technology with 12 AWG PV wire MENNEN works with transformerless inverters •Amphenol H4-UTX locking plug-in connectors MEMINE provide safe, quick connections PROVEN RELIABILITY MEN ■ •Kyocera modules confirmed by the Desert Knowledge Australia Solar Centre to have the highest average output of any crystalline module M11100 • First module manufacturer in the world to pass long term sequential testing performed Th Rheinland _■___ _®_ •Only module manufacturer to achievv e the rank of "Performance Leader" in all six categories of GTM _ Research's 2014 PV Module Reliability Scorecard CERTIFICATIONS • UL1703 Certified and Registered, UL Module Fire Performance:Type 2, CEC • NEC 2008 Compliant,IEC 61215161730,and ISO 14001 C UL US - E HIGH EFFICIENCY MULTICRYSTAL PHOTOVOLTAIC MODULE KU-60 1 OOOV Series ELECTRICAL SPECIFICATIONS MODULE CHARACTERISTICS ;'Standard Test ConditionsCells per module 60(6 x 10) 1/1 WIM'irrodiance, _ - Dimensions 65.43in(38.98in)1.81 In lengdViaidMAi fight (1662mm)990mm/46mm) P. 265 W Weight 41.916s(19.Okg) Vm• 31.0 V PACKAGING SPECIFICATIONS Imp 8.55 A Modules per pallet 20 V1. 38.3 V Pallets per 53'container- 36 Pallet box dimensions 66in)4Oin)47in I� 9.26 A length/width/height (1675mm(1005mm(1175mm) Ptd +51-0 % Palletboxweight 950lbs(430kg) Nominal Operating Cell Temperature Conditions(NONCT) Br NOCT=80020�Cambienr temperature,AM 1.5 spectrum' T. 45 °C 1 h aoTtEo JUNCTION P,,,a 191 W eox(lHss) Vmp 27.9 V N CABLE W1 I I ❑ CONNECTOR LABEL ImR 6.85 A V. 35.1 V IR 7.49 A — PTC 238.1 W to Temperature Coefficients P. -0.45 %'eC aeT'trmW Vm• -0.48 %)nC 0.02 %)°C )mp � ae.w-ngmW V_ -0.36 %)°C \ 4c 0.06 %/eC o o o � Operating Temp -40 to+90 eC Orewding B.I. 0.16' (4e0 Orwra'ng NEW Ormmli,Hole Igwntmg Hole 0.I•- µ.Tn) atB- CAW 0.35' (9.W System Design FRAME CROSS SECTION DIAGRAM Series Fuse Rating 15 A a.Nr aa- Maximum DC System Voltage(UL) 1000 V Hailstone Impact in(25mm)@ 51 mp(23m/s) 'Subjectto simulator measurement uncertainty of a1-3%. Tie-uov gay MUM right to modify these specifications without notice. Low SIDE SNORT S10E WARNINGRead thein nuction manual in its entirety prior o handling,installing eopeal- ing Kyocera Solar modules. 0M21.5 OUR VALUED PARTNER VINCI & ASSOCIATES Structural Engineers CLIENT. Professional Solar Products,Inc. 1551 S.Rose Ave.,Oxnard,CA 93033 Tel:805-486-4700 Subject: Static load test results for the following: Min Rail Height Max Span(in.) Maximum Frame Maximum Frame Load EquivalentWind Speed Mounting System (in) Length*on.) Width*(in.) (lbs/ft2) (mph)** RoofTrac® 2-1/2 72 65(77**) 40 50 125(100**) TEST SETUP(as shown in attached drawing detail):Three modules,as specified above,were bolted to 2.5"tallProfessional Solar Products(PSP)patented RoofTracs support rails using an assembly of 5/16"Stainiess Steel(SS)bolts, SS lock washers and proprietary PSP aluminum clamps and inserts.The RoofTrac®support rail was attached to the PSP Roof rrac®structural attachment device with 3/8"SS hardware at four attachment points.The setup was attached to 2"x6" wooden rafters using 5/16"x 3-1/2"SS lag bolts.The attachment spans consisted of 48"front to rear with structural attachments spaced 72"on center. TEST PROCEDURE(as shown in attached drawing detail):The test set up was top loaded to above specified load.The setup remained loaded for an approximate period of 30 minutes.The maximum deflection and any signs of permanent deformation were recorded.The test setup was then inverted and loaded to simulate the uplift condition.The test set up was re-loaded to above specified load.The setup remained loaded for an approximate period of 30 minutes.The maximum deflection and any signs of permanent deformation were recorded. TEST RESULTS: The maximum top load deflection was recorded at 0.313",with no permanent deformation. The maximum uplift deflection was recorded at 0.250",with no permanent deformation. This document certifies the Rooffrac®mounting system used with the modules,as specified above,withstands the stated static pressure load,equivalent to the stated wind speeds**. The mounting system performed as expected. Sincerely, James R.Vinci,S.E. This engineering report verifies that Vinci&Associates has provided independent observation for load testing as described in this report The results of this load test reflect actual deflection values and are generally accepted as the industry standard for testing module mounting systems. Vinci&Associates does not field check installations or verify that the mounting system is installed as described in this engineering report. Structural attachment lag bolt attachment should be installed using the proper pilot hole for optimum strength.A 5/16"lag bolt requires a 3/16"pilot hole. It is the responsibility of the installer to insure a proper attachment is made to the structural member of the roof. Failure to securely attach to the roof structure may result in damage to equipment,personal injury or property damage. The purposed racking system may be installed on any roof up to a maximum of 24 foot above grade without further analysis. Racking can be Installed at any location on the roof. Racking shall be installed into a roof member or blocking with a 5/16"diameter screw at each Fast-jack location. Screws shall have minimum of 2%penetration into framing member for zone 1&2,and a minimum of 3"penetration into-framing member for zone S. (Zone 3 is defined as the approximately 4'-0"square at each corner of the roof) This office does not express an opinion as to the load bearing characteristics of the structure the mounting system/modules are being installed on. ICC accredited laboratory tested structural attachments manufactured by Professional Solar Products S (including,but not limited to Fastlack®,TileTrac®,and FoamJacks)can be interchanged with this system. S Check with local building department or AHJ for she specific requirements. 4 t *Modules measuring within stated specifications and tested to 111-1703,or equivalent,are included Ex in this engineering **Wind loading values relative to defined bad values using wind load exposure(125 mph for 5/12 J rupP� roof pitch or less;100 mph for greater than 5/12 roof pitch)and gust factor coefficient"exposure C" qTf C iFOCy as defined in the 2012(IBC)/2013(CBC).For 77"x 40"module,equivalent wind speed derated to 100 mph. ***Module tested:64.6"x 39.4"x 1.7"(sin) ****Est.snow load rating or 251b/ft2 based on 2.0 safety factor.(15 Ib/ft2 for 77"x 40"module) 175 E. Wilbur Rd, Suite 103 Thousand Oaks, CA 91360 Page 1 of 2 RT 6 < 72" —a 65" 48" Module Area= 18 ft2 each —>rl Appmzha max I<— overhang 40" Total module (45 Ibs ea.) 2,50 psf / 50 sf and rail (12 Ibs ea.)weight: 159 Ibs y y y Number of attachments: 4 ea Weight/ attachment point: 40 IbsArea: 54 ft2 Distributed weight: 2.95 lb/ft2 5116"Stainless Top Load Deflection: 0.313" Steel Hex bolt 2,710 5/16" Stainless Steel 50 psfs/ Lock Washer L CCt.{CR E B LA' I — Aluminum ProSolar --- T Inter-Module Clamp Aluminum ProSolar Up lift Deflection: 0.250" Rail nut 2-1/2"Aluminum ProSolar RoofTrac®Support Rail pao N, ` c 3/8"Stainless Steel Hex Qv ° 1 Bolt and Flat Washer ' y z. r F� Aluminum ProSolar patented w Ex /3 /' ®®® J FastJack®Roof Attachment* qTf CA�tf��� < 5/16" Stainless Steel Lag Bolt and Flat Washer "Lab tested structural attachments manufactured by Professional Solar Products ROOfTrac" (including Fastlack®,TileTrac®,and Foamtacka)can be interchanged with this system. Solar Modules Professional SolarProducts Roofrrac® Patent#6,360,491 Static load test illustration Photovoltaic mounting system Page 2 of 2 RT 6 Third Park � Lab 4, 0 l , n a d TlleTlrac 500s [a T' 0l6UpSteWatep''oaT � nt#5,146,02 9 Tile Roof Structural Attachment NEWT STAINLESS STEEL TILE FLASHING The patented TileTma attachment allows for a structural roof rafter connection with optimal attachment stud location adjustability.Design results in the hest looking systems in the industry. Tile Trac®for s-curve TileTrac®for flat concrete tile concrete file (6" Tall Threaded Stud) 0" Tall Threaded Stud) Part#Tf--1&T6 Pod#Tf--1&T4 Benefits of TileTrac, •Easiest and lowest cost waterproof tile roof •Includes Stainless Steel tile flashing and attachment Stainless Steel lag bolt • Over 15 years of industry preferred single lag •Aluminum and Stainless Steel components for bolt design maximum corrosion resistance and strength • 3,d party lab waterproof and load tested - Large roof surface contact area evenly • Compression sealed at underlayment and top distributes load of tile profess&al The TileTrac% Design • LAR Structurally attaches to roof rafter and allows the rail attachment stud to be located at the strongest point of the tile (the crown) where water does not flow. products inc. Without TileTrac® With TileTrac° Water Flows High Point/ in the Valley Crown e Sealed at fop of file Y of the Tile �. _ - of the Tile (optimum) i I i • I I f /—Support -, 4 Support-Rail / 1551 S. Rose Ave. Oxnard, CA 93033 / L_ Il .. A • assembly Not structurally __ Sealed at structurally 4 Rafter underlayment attached to attached to the rafter Rafter the rafter Installation steps for both s-curve and flat concrete tile* STEP I:Select a file in the area of the roof rafter. STEP 2:Remove the file by pushing and pulling. STEP 3:Using an electronic stud finder(recommended), It is usually held in place by a small nail. or other means,locate the rafter center. Mark a reference point on the file above. Tip: Drill 3/16'pilot hole. Use a cordless impact wrench Step 4:Seol the initial file nail hole.Using a 3/16" Step 5:Insert the lag bolt and washer through Step 6:Using a 1/2"socket,install the log bolt until drill bit and drill guide(FI-Drill),drill pilot hole the TileTrafi)and apply fresh compatible seated.Do not overtighten.The sealant should flow along the rafter center sealant to the base. outward sealing any holes. Use a Rotary Hammer drill for a 5 Seca d drill time.,,; Step 7:After halting the hose to the roof,slide the upper carriage Step 8:Replace the tile by lining up the snap lines Step 9:Using a 1/2"carbide drill bit and ROTARY HAMMER into the correct pos8ion under the crown of the tile.For Flat tile, and mark the drill location accordingly. DRILL in hummer mode,drill through the tile.See online slide the upper carriage near the middle of the file. video at www.prosolar.com for details. ter. Tip: 7- . Bind (2) 3/8" nuts to top of stud prio to roof work Step 10:Insert threaded stud through file and hand-tighten Step 11:Unbind nuts and remove from stud.Apply Step 12:Fasten rail with lower and upper to engage with base.Bind two 3/8"nuts(included)using sealant around stud at file opening and compress 3/8"nuts/washers as shown. 9/16"wrenches and tighten. with Stainless Steel flashing(included)until seated. 'Not recommended for clay or slate files. ©Professional Solar Products, Inc. Mar. 2011.TileTrac is a registered trademark and covered under Pat. #5,746,029 professional �T SOLAR ��� "= ProSolaro RoofTrac® prods Intertek Bonding and Grounding Guide .it� UL2703 (Potent Pending) i For RoofTrac®Rail Bonding Splice • Drill 1/2"holes at bottom of rails with 1/2"110 Irwin Unibits using the rail support as a hole location guide. No buss bar •Insert 5/16"bolt through support holes and hand thread into thread splice rail support insert.Fasten to 15 ft-Ibs. I For bonding module frame and clamps to support rail Green lock • Fasten pre-assembled mid-clamp assembly to module washer indicates electrical bond frame,to 15 ft-Ibs. Module Frame Design: double wall, aluminum, 1.2"-2.0"tall,0.059"-0.250" thickness, UL1703 or equivalent tested module. UL467 standard tested bonding equipment for use with Professional Solar Products(ProSolar®)support rail. Bonding of module to RoofTrae rail via ProSolare rail channel nut using buss bar. Bonding of Roofrra&rail to RoofTrac®rail via ProSolar® UL467 tested universal splice kit(splice insert and splice support). Assembled Self-bonding Self-bonding Mid Mid Clamp With SS Bus Bar Clamp Fastened on Rail Grounding of Roofrrace rail via Ilsco SGB-4 rail lug. (Solar Module not shown) System to be grounded per National Electrical Code(NEC). See NEC and/or Authority Having Jurisdiction(AHJ)for grounding requirements prior to installation.See final run (racking to ground electrode)grounding equipment installation instructions for specific installation information. COPYRIGHT PROFESSIONAL SOLAR PRODUCTS 2015:All information contained in this manual is property of Professional Solar Products(PSP). TneTra&is a registered trademark for PSP and is covered under U.S.patent#5,746,029.Roorrra&and FastJack°are registered trademarks for PSP and are covered under U.S.patent#6,360,491.RoolTrac-bonding designs patent pending. Page 1 of 4 professional SOLAR ProSolar® RoofTrac® products- Bonding and Grounding Guide (Patent Pending) Can be placed under module to hide connection if desired FOR GROUNDING CONNECTION • ILSCO SGB-4 rail ground connection BASIC WIRING DIAGRAM RoofTrac®Universal Rail Bonding Splice / Grounding Lug Grounding Lug COPYRIGHT PROFESSIONAL SOLAR PRODUCTS 2015:All information contained in this manual is property of Professional Solar Products(PSP). TleTra&is a registered trademark for PSP and is covered under U.S.patent#5,746,029.Roofl-raO and Fast lace are registered trademarks for PSP and are covered under U.S.patent#6,360,491.RoofTrac8 bonding designs patent pending. Page 2 of 4 Listing Constructional Data Report (CDR) 1.0 Reference and Address Reportm 100779407wc-003 Original Issued: 14-Se -2012 Revised: 28-A r-2015 Standard(s) UL Subject 2703-Outline of Investigation Rack Mounting Systems and Clamping Devices for Flat-Plate Photovoltaic Modules and Panels. Issue#2:2012/11/13 Applicant Professional Solar Products, Inc. Manufacturer Professional Solar Products, Inc. Address 1551 S. Rose Avenue Address 1551 S. Rose Avenue Oxnard, CA 93033 Oxnard, CA 93033 Country USA Country USA Contact Stan Ullman Contact Stan Ullman Phone (805)486-4700 Phone 805 486-4700 FAX (805)486-4799 FAX (805)486-4799 Email s@prosolar.com Email s@prosolar.com Page 1 of 63 This report is for the exclusive use of Intertek's Client and is provided pursuant to the agreement between Intenek and Its Client Imertek's responsibility and liability are limited to the terms and conditions of the agreement. Intertek assumes no liability to any party. other than to the Client in accordance vbth the agreement,for any loss,expense or damage occasioned by the use of this report.Only the Client is authorized to permit copying or distnbukon of this report and then only in its entirety.Any use of the Intertek name or one of its marks for the sale or advertisement of the tested material, product or service must first be approved in vrtiting by Intertek.The observations and test results in this report are relevant Only to the sample tested.This report by itself does not imply that the material.product,or service is or has ever been under an Intertek certificabon program. Page 3 of 4 Report No. 100779407LAX-003 Page 2 of 63 Issued: 14-Sep-2012 Professional Solar Products, Inc. Revised: 28-Apr-2015 2.0 Product Description - Product Photovoltaic Racking System Brand name ProSolar The product covered by this listing report is a rack mounting system. It is designed to be installed on a roof. It will be secured by means of Fast Jack or Tile Trac attachments, depending on the type of roof it is intended to be installed upon.The Rooftrac mounting system is comprised of support rails and top-down clamping hardware.This device can be used on most standard construction residential roof-tops. This system is in compliance with the mounting, bonding and grounding portions of UL Subject 2703.This system has the following fire class resistance ratings: Class A for Steep Slope Applications when using Type 1 or Type 2, Listed Photovoltaic Modules. Class A for Steep Slope Applications when using Type 2, Listed Photovoltaic Modules with or without the wind skirt. Class A for Low Slope Applications when using Type 1, Listed Photovoltaic Modules when a minimum of 12" gap between the roof surface and the bottom of the module is maintained. Class A for Low Slope Applications when using Type 2, Listed Photovoltaic Modules when a minimum of 14" gap between the roof surface and the bottom of the module is maintained. RoofTrac has different types of bonding and grounding, below is a list of them: Bonding of module-to-Roof Trac rail via Weeb PMC Description Bonding of module-to-RoofTrac rail via ProSolar rail channel nut using buss bar Banding of module-to-Roof Trac rail via Ilsco SGB-4 lugs Bonding of Roof Trac rail-to-Roof Trac rail via W eeb Bonding Jumper-6.7 Bonding of Roof Trac rail-to-Roof Trac rail via Ilsco SGB4 Lugs Banding of RoofTrac rail-to-Roof-rrac rail via ProSolar UL 467 tested universal splice kit(Splice Insert and Splice Support) Issuance of this report is based on testing to PV module frames with a height of 1 1/4 inch to 2 inches The grounding of the entire system is intended to be in accordance with the latest edition of the National Electrical Code, including NEC 250: Grounding and Bonding, and NEC 690: Solar Photovoltaic Systems.Any local electrical codes must be adhered in addition to the national electrical codes. This product investigation was performed only with respect to specific properties,a limited range of hazards, or suitability for use under limited or special conditions.The following risks and other properties of this product have not been evaluated: electric shock, Ultraviolet light exposure. Models RootTrac Model Similar N/A Fuse rating: 20 A Mechanical Load: 30 PSF Fire Class Resistance Rating: Ratings Class A for Steep Slope Applications when using Type 1 and Type 2, Listed Photovoltaic Modules. Class A for Low Slope Applications when using Type 1 and Type 2, Listed Photovoltaic Modules Mechanical load was tested using 60 Cell Canadian Solar Modules model CS6P with 40mm Other Ratings frame height and maximum span of 48 inches using 4 inch and 6 inch TileTrac or FastJack posts with 1-1/2 inch tall RoofTrac rail.And maximum span of 72 inches using 4 inch and 6 inch TileTrac or FastJack with 2-1/2 inch tall RoofTrac rail. Page 4 of 4 E016.3.15(IJan-13)Mandatory CAUTION -DUAL POWER SUPPLY- POWER TO THIS BUILDING IS ALSO SUPPLIED FROM THE FOLLOWING SOURCES WITH DISCONNECTS LOCATED AS SHOWN 3 Driveway -a ca Inverters Location AC Disconnects Location Utility Point Service Metering - Photovoltaic System Specifications - Rated Maximum Power-point Current (DC): 34.2 Amps Rated Maximum Power-point Voltage (DC): 403.0 Volts Maximum System Voltage (DC): 557.6 Volts Short Circuit Current (DC): 11 .57 Amps Rated output Current (AC): 48.0 Amps Nominal Operating Voltage (AC): 240.0 Volts ' New Day Solar 1 (855) 444-6329 SERVICE BY QUALIFIED PERSONNEL ONLY