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PMT16-02154 City of Vaf1 e Heq Permit No.: PPM 6i-l02'1)64 29714 HAUN RD. Type: Residential Electrical <�CCFL/? MENIFEE, CA 92586 YP MENIFEE Date Issued: o7iaofaols Site Address: 29210 CASTLEWOOD DR, MENIFEE, CA Parcel Number: 340-562-003 92584 Construction Cost: $20,000.00 Existing Use: Proposed Use: Description of INSTALL ROOF MOUNTED SOLAR PV SYSTEM 17 MODULES, 1 INVERTER 4.505KW Work: Owner Contractor JAMES LABASTIDA SECURE ROOFING&SOLAR INC 29210 CASTLEWOOD D 999 RANCHEROS DRIVE SUITE B MENIFEE,CA 92584 SAN MARCOS, CA 92069 Applicant Phone:7605460254 ROGELIO BAEZ License Number: 990002 SECURE ROOFING&SOLAR INC 999 RANCHEROS DRIVE SUITE B SAN MARCOS, CA 92069 Fee Description Qtv Amount fEl :call Commercial - Building Permit Issuance 1 27.00 Electrical i-- - GREEN FEE 1 1.00 General Plan Maintenance Fee-Electrical 1 12.60 $453.10 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_PermitTemplate.rpt _ Page 1 of 1 CITY OF MENIFEE LICENSED DECLARATION property who builds or improves thereon,and who contracts for the projects I hereby affirm under penalty of perjurythat I am under provisions of with a licensed contractor(s)pursuant to the Contractors State License Law). Chapter!)(commencing with section 7000)of Division 3 of the Business and D I am exempt from licensure under the Contractor's State License Law for Professions Code and my license is In full force and effect. the following reason: License Class License No. GgOOOZ By mysignature below l acknowledge that,except for mypersonal residence Expires Signature _.— 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 D I 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 workers 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 ww .leeinfo.ca.apv/calaw.html. this permit is issued. sv Policy If Date M 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 1 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: application and the information I have provided is correct.I agree to comply A fI'(P(I(g1T Z,�rrCh �/T SUyfnVICC with all applicable city and county ordinances and state laws relating to Carrier building construction.I authorize representatives of this city or county to Policy q W GSti�O F. Expires enter the above identified property for inspection purposes. (This section need not to be completed is the permit is for one-hundred Date dollars($300)or less PROPERTY OWNER OR AUTHORIZED AGENT D I certify that in the performance of the work for which this permit is issued, I shall not employ any persons in any manner so as to become subject to the CITY BUSINESS LICENSE N 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 forthwith comply with those provisions. Will the applicant or future building occupant handle hazardous material or a Applicant Date 7-Z r7'1 mixture containing a hazardous material equal to or greater that the 7 amounts specified on the Hazardous Materials Information Guide? WARNING:FAILURE TO SECURE WORKER'S COMPENSATION COVERAGE IS D Yes D 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 modification from South ADDITION TO THE COST OF COMPENSATION,DAMAGES AS PROVIDED FOR Coast Air Quality Management District(SCAQMD)?See permitting checklist IN SECTION 3706 OF THE LABOR CODE,INTEREST,AND ATTORNEYS FEES forguidelines CONSTRUCTION LENDING AGENCY uYes DNo 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 a school? (Section 3097 Civil Code) u Yes ❑No OWNER BUILDER DECLARATIONS I 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,Section 25505 and 25534 concerning Contractors License Law for the reason(s)indicated below by the hazardous material reporting. checkmark(s)I have placed next to the applicable item(s)(Section 7031.5 oyes ❑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 OR AUTHORIZED AGENT issuance,also requires the applicant for the permit to file a signed statement that he or she is licensed pursuant to the provisions of the Contractors State EPA RENOVATION,REPAIR AND PAINTING(FIRM 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 licensure 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 for a permit subjects the applicant to a civil penalty of not more required practices.This includes rental property owners and property than($500). managers who do the paint-disturbing work themselves or through their D I,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.eoa.eov/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 o 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. D No EPA Lead-Safe Certified Firm is required for this project because: ❑I,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 RRP rule please fill out the RRP Acknowledgement. EsGil Corporation In Partnership with Government for ftiOng Safety DATE: 07/14/16 ❑ APPLICANT 0 JURIS. JURISDICTION: City of Menifee ❑ PLAN REVIEWER ❑ FILE PLAN CHECK NO.: PMT16-02154 SET: I PROJECT ADDRESS: 29210 Castlewood Dr. PROJECT NAME: JAMES & JENNIFER LABASTIDA 3,800 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: (by:J_K) Fax #: Mail Telephone Fax In Person E-mail: ❑ REMARKS: By: Sergio Azuela Enclosures: EsGil Corporation ❑ GA ❑ EJ ❑ PC 07/12 9320 Chesapeake Drive, Suite 208 ♦ San Diego,California 92123 ♦ (858)560-1468 ♦ Fax(858)560-1576 City of Menifee PMT16-02154 07/14/16 [DO NOT PAY— THIS IS NOT AN INVOICE] VALUATION AND PLAN CHECK FEE JURISDICTION: City of Menifee PLAN CHECK NO.: PMT16-02154 PREPARED BY: Sergio Azuela DATE: 07/14/16 BUILDING ADDRESS: 29210 Castlewood Dr. BUILDING OCCUPANCY: TYPE OF CONSTRUCTION: BUILDING AREA Valuation Reg. VALUE ($) PORTION ( Sq. Ft.) Multiplier Mod. Air Conditioning Fire Sprinklers TOTAL VALUE Jurisdiction Code mnf iManual Input Bldg. Permit Fee by Ordinance Plan Check Fee by Ordinance Type of Review: ❑ Complete Review ❑ Structural Only ❑Repetitive Fee ❑ Other Repeats 1.5 Hrs. @ EsGilFee $105.00 $157.50� Based on hourly rate Comments: 1 1/2 hours plan review. Sheet 1 of 1 macvalue.doc+ Dass Structural Engineers 1931 Newport Blvd,Costa Mesa,California, 92627 Email:dass.structural@gmail.com, Mobile No-9492957943 STRUCTURAL CALCULATIONS City of Menifee 3uilding & Safety Dept. JUL 1 1 2016 ROCeived ROOF EVALUATION FOR PV INSTALLATION Building Department oQROfE "ttal ,��QQg�EEN p9�Fy� No.742 012016 \C/V Address: ames & Jennifer Labstida Q 29210 Castlewood Dr, Menifee, CA 9 F P40- Phone 949.295.7943 1 1931 Newport Blvd, Costa Mesa, CA 92627 James & Jennifer Labstida Page 1 of 10 Dass Structural Engineers 1931 Newport Blvd, Costa Mesa,California,92627 Email:dass.structural@gmail.com, Mobile No-9492957943 Structural Evaluation Report for Roof PV Installation Scope:Structural Evaluation includes checking of the added weight to be less than 5%allowable dead load and added mass is less than 10%of existing building mass per chapter 34 of CBC.The design involves the withdrawal design for lag screws for wind.All other component installation and design are per manufacturer recommendations Subject:Structural Evaluation of Existing Roof and Supporting Members for Additional Loading from PV Installation for the detached single unit building. Existing Structural Description: The Structural information for the building was obtained by site investigation performed by Blitz Concepts& Design.The roof is made of 2x4 at 24"o.c,with 6'max span, with at least a min%"plywood topped by tiles.The lateral force resistance for the building is achieved by light framed stud walls in both perpendicular directions.The''/:"thick plywood acts as a diaphragm and distributes lateral forces. Proposed PV Layout and System: Blitz Concepts&Design proposes to install Solar Panels per the PV plans to produce the intended power output.A Typical PV System consists of Solar Panels installed on an Aluminum Racking system made of Rails and Connection angles.And the resulting lattice system is connected to the existing roof joists via lag screws.The panels and the racking system are rated for 130 Mph(Strength)wind velocity per manufacturer's specifications. Please see the Appendices for Layout and Connection method. Structural Calculations: Structural Assessment and Conclusion: Gravity Loading:The proposed PV system does increase the gravity weight on the structure, however, it does not increase more than 5%of the total dead load as stipulated by Chapter 34 of CBC-13. Please see the attached spreadsheet report under LOAD CRITERIA AND LOAD INCREASE CALCULATIONS for detailed calculations. Hence, no retrofit of the roof is required.As a conclusion,the roof can handle the additional weight from the PV Panels. Wind Loading: The proposed PV system has a very low profile and does not create any secondary eddies on the roof level and hence the Roof profile has no dynamic impact on the wind flow over the building. The Installation of the PV system does not increase the wind loading on the building.The panels and the racking system are rated for 130 Mph (Strength)wind velocity per manufacturer's specifications.As per the calculations,the uplift forces are well within the allowable connection capacity. Phone 949.295.7943 1 1931 Newport Blvd, Costa Mesa,CA 92627 James & Jennifer Labstida Page 2 of 10 Dass Structural Engineers 1931 Newport Blvd,Costa Mesa,California,92627 Email:dass.structural@gmail.com, Mobile No-9492957943 Snow Loading: No Snow load has been considered. Seismic Loading:The proposed PV system does increase the weight on the structure, however,it does not increase more than 10%of the seismic mass as stipulated by Chapter 34 of CBC-13.Therefore, no seismic retrofit of the structure is required. All the connections of the PV system to the existing roof members are designed to carry seismic forces generated during a seismic event. Installation of PV Racking: Typical PV panels are arranged in a portrait or landscape format.The entire array is supported by an aluminum racking system.The aluminum racking system consists of two continuous rails running parallel to the length of the panel in a portrait array format. Each of the rails are connected to two predrilled holes at the bottom of the panel frame as specified by the manufacturer.The rails are connected to the mounting angles/Fast Jack providing setoff distance to the roof.The angles/Fast Jack are connected to the roof joist/trusses with lag screws.Typically,a minimum of two bolts are common to each panel.The roof mounts with lag screws are arranged in an approximate grid format of 6'-0" maximum spacing. The rails are specific to each job and selected from the manufacturer catalog which are rated for applications at different wind velocities. Please refer to the lag screw design calculations. Serviceability Issues: The resulting deflection of the joist due to the added loads is negligible. Please note that this report doesn't warranty any existing deficiencies in structure or contractor's workmanship or work performed by other subs.This report and calculations have been performed based on information provided by the contractor. Please contact Dass Structural for any questions regarding this report. Thanks, Praveen Dass, P.E Structural Engineer Phone 949.295.7943 1 1931 Newport Blvd, Costa Mesa, CA 92627 James & Jennifer Labstida Page 3 of 10 Dass Structural Engineers 1931 Newport Blvd, Costa Mesa,California, 92627 Email: praveensjce@hotmail.com,Mobile No-9492957943 (Ex) LOAD CRITERIA & LOAD INCREASE CALCULATIONS CHECK FOR ADDED MASS << 10% OF BLDG WEIGHT PRE CBC CH 34 Location: (E)Roof System: 1/2"Plywood Roof with Tiles Gravity DL(pso (Ex)Undedayment 1.0 (Ex)Tiles 10.0 (Ex)(1) 112"plywood 1.6 (Ex)2x Framing 0.6 (Ex)Insulation 1.0 (Ex)Mach I Misc. 1.0 (Ex)Gyp Board 2.8 18.0 psf LL=20 psf reducible+Mech'I Units For Gravity Design Dead Load 18.0 Say 18 psf Seismic DL(psf) Partitions and Exterior Walls 16.0 34.0 Say 34 psf Notes: 1.Existing Framing a.(Ex)2x Framing=0.63 psf %Increase in Dead Load on the Existing Roof (Ex)Roof Area (Ex)Roof W[ (N)Add Roof %Increase in Remarks sq it psf Load(#'s) Roof D.L 2000 1 18 1100 1 3.06% 1 5%,Hence OK %Increase in Mass on the Existing Roof (Ex)Ro0'Aree Ex)Roof Wt (N)Add Roof %Increase in Remarks sq R psf Load(#'s) Roof D.L 2000 1 34 1100 1.62% 1 <10%,Hence OK James & Jennifer Labstida Page 4 of 10 ® COMPANY PROJECT WoodWorksQD snnwaxn ox w""s m�ry Apr.7,2016 09:4s ITypJoistCheck Design Check Calculation Sheet woodworks Sizer 10.2 Loads: Load Type Distribution Pat- Location Ift] Magnitude Unit tern Start End Start End Loadl Dead Full Area 20.40 (24.0)* psf Load Roof constr. Full Area 20.00 (24.0)* psf Self-wei ht Dead Full UDL 1.2 if *Tributary Width (in) Maximum Reactions(lbs), Bearing Capacities (lbs)and Bearing Lengths(in) 6.7V 0' J5. Unfactored: Dead 143 143 Roof Live 136 136 Factored: Total 279 279 Bearing: Capacity Joist 469 469 Supports 586 586 Anal/Des Joist 0.59 0.59 Support 0.48 0.48 Load comb #2 #2 Length 0.50* 0.50* Min req'd 0.50* 0.50* Cb 1.00 1.00 Cb min 1.00 1.00 Cb support 1.25 1.25 Pc su 625 625 •Minimum bearing length setting used:1/2"for end supports Lumber-soft,D.Fir-L,No.2,2x4(1-1/2"x3-1/2") Supports:All-Timber-soft Beam,D.Fir-L No.2 Roof joist spaced at 24.0"c/c;Total length:6.79'; Lateral support top=full,bottom=at supports;Repetitive factor.applied where permitted(refer to online help); Analysis vs.Allowable Stress(psi)and Deflection(in) using NDS 2012: Criterion lAnalyBiS Value Desiqn ValuelAnal4sis/2esion Shear fv = 72 Fv' 225 fv Fv' = 0.32 Bending(, ) fb = 1831 Pb' = 1941 fb/Fb' = 0.94 Live ➢efl'n 0.22 = L/371 0.34 = L/240 0.65 Total Defl'n 0.45 = L/181 0.45 = L/180 0.99 Additional Data: FACTORS: F/E(psi)CD CM Ct CL CF Cfu Cr Cfrt Ci Cn LC# [nr' 180 1.25 1.00 1.00 - - - - 1.00 1.00 1.00 2 Fb'+ 900 1.25 1.00 1.00 1.000 1.500 1.00 1.15 1.00 1.00 - 2 Fcp' 625 - 1.00 1.00 - - - - 1.00 1.00 - - E' 1.6 million 1.00 1.00 - - - - 1.00 1.00 - 2 Emin' 0.58 million 1.00 1.00 - - - - 1.00 1.00 - 2 CRITICAL LOAD COMBINATIONS: Shear : LC #2 = D+Lr, V = 277, V design = 251 The Bending(+) : LC #2 = D+Lr, M = 467 lbs-ft Deflection: LC #2 = D+Lr (live) LC #2 - D+Lr (total) D=dead L=live S=snow W=wind I=impact Lr=roof live Lc=concentrated E=earthquake All LC's are listed in the Analysis output Load combinations: ASCE 7-10 / IBC 2012 CALCULATIONS: Deflection: El = 9e06 lb-in2 "Live^ deflection = Deflection from all non-dead loads (live, wind, snow_) Total Deflection 1.00(Dead Load Deflection) + Live Load Deflection. James & Jennifer Labstida Page 5 of 10 Dass Structural Engineers 1931 Newport Blvd,Costa Mesa,California,92627 Email:dass.structural®gmail.com,Mobile No-9492957943 Wind Design per ASCE 7-10 Data: Exposure= C Wind speed V 130 mph(uhimate) Kz= 0.94 Table 30.3-1 ASCE 7-10 Kd= 0.85 Table 26.6-1 ASCE 7-10 1= 1 ASCE 7-10 Calculation for Kzt from Fig 6-4 ASCE 7-10 H= 9000 ft Lh= 33128 ft IFn x= 66256 ft I_ - sr"" r- 1000.4 ft il,A: mr.w _ TIDINF.IGr) ,,.... . . HILh= 0.27 Hence K7= 0 xlLh= 2.00 Hence K2= 0 z/Lh= 0.03 Hence K3= 0 ESCARPMENT Kzt=(1+KIK2K3)T Kzr 1.00 7•wenreb nminylb:.m.x.ywa..c K Mu10 M K.M. I K.F1ulU Uw Illh T-D 2-0 F-11 Yin :-D All tly YD T-D )-D MNG. Iwnrp Aalyw ivry. IHk, NW, F. AJn)m 11111 b,n H01 U]0 O,T9 0.11 (:_I I Om 1011 I.m Illq I.. IM Lm 0`3 0J6 021 1 024 1 O30 O" 067 LLIO 11.74 0.79 0b7 OM 0A3 O.M I U.I2 I I'm 075 935 On 0.35 0.61 M45 OJ5 0!1 OJD uJl 11 Odl Om D_MI OA1 CAI 0J0 nAn ..s O.V T11! Tm neo 0m 0'. A.0 .37 0T0 045 065 u3e Oil ].50 03, JIM 0." OST 03F 014 0_b O.IT Oi) USJ ).ql "s Om GO 0.17 Om P.M ).JU 0.n MCC 0.M 0.0 0.17 am im om O.m OM O.W 1114 ON 0, 007 oil n.m IA, Um 0. 0.0' 13l onl 0uE OUI TaD om am n.m Mtn: I.. Fap:IV" n0.!.1F1i•ayIn.o. wVwL 11,1- Wf1nu.vwl m!,,,K,nM¢ hu r NJ(W awOoemeUM M 3. Muh, mIkmlFY wN aPp : lIFe hill WwlV,,dlmtl n 4. hslsi- JI1.,N ar M1Jlw r,a:p:w:,vew:.a:a Yu upNN mmy 6:a+nN y Duboa up•.aJofrnvro.Iee JwJianaixe k3nwa4ek•wim i.klf 6z 6npp a! Nlla euvrwm/m:eaY(m[by. K�: FanwroaGeuq fw.lufK a(mpg.+pFIG(nmve adnuu®rmq:wdop Abel Kr: Funw mawuw lm Manion ln.lae:FyronFd..wme w�.wdw Jo-+n.N ofam: K�: lwlw u.r'.uuO Yw raNw'uun wgaxJuy u0Fla„I:l dw.a l0pllara � pi,4uae(:p.emJw Jouml:dl(mmlF[uM W'M Fu:Winf Nlc nfall:Mml ' Iing6avM.e ln.al pumlbel,u:4el lrrrbnl. ' Y Ho:.mnW�frv. iT IIer:3M Alm.u:mm fxrvu. q=0.00256K.KaKJV21 q= 13.50 pat Windforce Estimation for Mona Slop roof per 6a&18A ASCE 7-10 Gust Fac(or G= 0.85 Rigid Structure James & Jennifer Labstida Page 6 of 10 Dass Structural Engineers 1931 Newport Blvd,Costa Mesa,California,92627 Email:dass.structural@gmail.com,Mobile No-9492957943 Component Forces per ASCE 7-10 la ioo V -P.e — — I 1 . � Au ra 1 I E .xx a t t[e ffiMOOD N+� 9i1 Ps- p P?}Per 45W.1, Input Data: Effwbve Wind Area.ft'(m=) Roof Angle= 45 Degres Joist/Truss Spacing 24 in Jois7rruss Trib Span 17 ft ROOF COMPONENT WIND PRESSURES: VERTICAL FORCES GC,, 0.18 Fig 26.11-1 ASCE 7-10 GC,,- -0.18 Fig 26.11-1 ASCE 7-10 Effective Wind Area 34.00 sq It Note:The Panels are installed within the Zone 1 of the roof as per Fig 30.4-2B ASCE 7-10 Zone 1 GC,Values GCp+ 0.3 (Downward Pressure) GCp- -1 (Uplift Pressure) Max Downward Pressure= 6.5 psf Max Uplift Pressure= 15.9 psf Typical Bolt Trib Width 33 in Typical Bolt Trib Length 72 in Demand Bolt Tentions 263 Ibs Demand Bolt Shear 96 Ibs James & Jennifer Labstida Page 7 of 10 Dass Structural Engineers 1931 Newport Blvd,Costa Mesa,California,92627 Email:dass.strucutral@gmail.com,Mobile No-9492957943 Seismic Forces per Chapter 13, ASCE 7-10 1=} Input Data: Sds= 2.446 g's aP= 1 RP= 2.5 zlh= 1 Trib Area= 16.50 sf per bolt Trib Mass= 2.8 psf Wp= 46 Ibs per bolt FP= 54 Ibs per bolt(Ultimate) James & Jennifer Labstida Page 8 of 10 Dass Structural Engineers 1931 Newport Blvd,Costa Mesa,California,92627 Email:dass.structural@gmail.com,Mobile No-9492957943 LAG BOLT DESIGN CHECK PER NDS 12 FOR TYPICAL FLAT BED SYSTEM Check for 5/16"Lag Screw w/2.25"minimum penetration,W/Cd=1.6 Bolt Forces Seismci Loadings on bolts: Horizontal Force per Each Bolt 39 Ibs(Allowable) Allowable Shear Load per NDs 208 Ibs The Bolt is OK Wind Loadings on bolts: Vertical Force per Each Bolt 263 Ibs Horizontal Force per Each Bolt 96 Ibs NOS Values for 5/16"dia Lag Screw w/2.25"Embedment Allowable Tensile Load per NDS 957.6 Ibs The Bolt is OK Allowable Shear Load per NDs 304 Ibs The Bolt is OK Tension and Shear Interaction 0.59 <1.0, The Bolt is OK Conclusion: Provide:5/16"Lag Screw w/2.25"minimum penetration James & Jennifer Labstida Page 9 of 10 e � z N - m n - Sa0.9 8 T A - E � r.Tuw•a i. . .. kE� _ a _ WL Ewa »ECM IM" um � ...nsp »ZSe4.i xe_ 'G =� • 'sg M v_ t gg = Wds-`"`o ; n9 .J'� amm c �c--Z' nr. r rNi •i � sa n�� ... ' w z t Yi �� M b hNY TRPo nMn �wTjmm N _ r a — � S. TT �x . r17n!� ri� n!� c -d —Q N agv s v N!ry N y b x M n r 1 N 41 3 9' mE==x � n ^naMs � Mrrosrv� saa ^ ; ` C ; E .� =5 �'p 'e�^ a0V a. Y y���sei pp' .WI YP 0 2 0 - - v E3 p C� _ ra N wI �•S s' C v rs�-. O h a T M [gym. — 09 Y N p �.M h M (Vbb�nN r. YYT TTYTO CS c c e c c = 6 6 . 6. . 6 . o o James & Jennifer Labstida Page 10 of 10 PROJECT INFORMATION PLAN SET LEGEND ABBREVIATIONS VICINITY MAP 17 X 265 W KYOCERA KU 265-6MCA MSP MAIN SERVICE PANEL `NrN Vista�" o N (E) EXISTING ROOF MOUNTED SOLAR SUB SUB SERVICE PANEL (N) NEW �- �; PHOTOVOLTAIC MODULES AC AC DISCONNECT 1 X 3800 W Solaredge SE380OA-US(240V) EXT EXTERIOR C}Psre Dr PROJECT EKI DC DISCONNECT INT INTERIOR >® SITE 17 X 300 W Solaredge P-300 Power SLC SOLAR LOAD CENTER EMT ELECTRICAL METALLIC TUBING ea de 9i� 210 Gsllewood Dr Optimizer SYSTEM SIZE: 4.505 kW DC STC MONITORING METER RMT RIGID METALLIC TUBING City of Menifee ARRAY AREA: 301 SF J Building & Safety Dept. VOC VOLTAGE OPEN CIRCUIT AHJ: CITY OF MENIFEE INV INVERTER VMP VOLTAGE AT MAX. POWER JUL 11 2016 APN: 340-562-003 ct Ct SD SOLADECK ISC SHORT CIRCUIT CURRENT a ' Received JAMES AND JENNIFER LABASTIDA FCB COMBINER BOX IMP CURRENT AT MAX. POWER Ny 29210 CASTLEWOOD DR o MENIFEE, CA 92584 FMC CFLEXIBLE ONDUIT METALLIC NTS NOT TO SCALE 'mslabastida ahoo.com AHJ NOTF� APLICABLE CODES SHEET INDEX ALL CONDUIT TO RUN ON EXTERIOR ALL WORK TO COMPLY WITH PV-1 PROJECT INFORMATION OF HOUSE UNLESS OTHERWISE NOTED THE FOLLOWING CODES: PV-IA SITE PLAN, HOUSE PHOTO OCCUPANCY: R-3 2013 CA BUILDING CODE PV-2 ROOF PLAN CONSTRUCTION TYPE:VB 2013 CA RESIDENTIAL CODE PV-2A ATTACHMENT DETPLT S UNSPRINKLERED 2013 CA MECHANICAL CODE PV-3 ELECTRICAL LINE DIAGRAM NOTIFY SERVING UTILITY BEFORE ACTIVATION OF PV SYSTEM. 2013 CA ELECTRICAL CODE PV-3A ELECTRICAL NOTES , LOAD OLDS SMOKE ALARMS AND CARBON MONOXIDE ALARMS MUST BE 2013 CA GREEN CODE PV-4 ELECTRICAL CALCULATIONS INSTALLED PER THE 2013 FINAL INSPECNIATION RESIDENTIAL CODE AND 2013 CA PLUMBING CODE REQUIRED SIGNAGE r� VERIFIED PRIOR TO FINAL INSPECTION APPROVAL. NO BUILDING, PLUMBING OR MECHANICAL VENTS TO BE COVERED OR 2013 CA ENERGY CODE OBSTRUCTED BY SOLAR MODULES. 2013 CA FIRE CODE AIR CONDITIONING,MECHANICAL EQUIPMENT AND TRASH ENCLOSURES SHALL BE SCREENED FROM THE PUBLIC RIGHT-OF-WAY WITH SUITABLE PLANTINGS. DO NOT INSTALL INVERTER WHERE IT COULD BE EXPOSED TO DIRECT M1\fF SUNLIGHT TO AVOID UNWANTED POWER REDUCTION DUE TO AN INCREASE IN THE INTERNAL TEMPERATURE OF THE INVERTER. SHADE STRUCTURE TO BE INSTALLED THAT FULLY SHADES THE INVERTER ALL DAY AND MEETS VENTING REQUIREMENTS PER THE INVERTER MANUFACTURER INSTALLATION WHEN MOUNTING THE INVERTER,THE MOUNTING LOCATION SHOULD NOT BE EXPOSED TO DIRECT SOLAR IRRADIATION. DIRECT SOLAR IRRADIATION CAN Solar Photovoltaic System DATE: INCREASE THE OPERATING TEMPERATURE OF THE INVERTER. AS A oerzerzote RESULT,THE IN ERTEROPERA REDUCES ITS POWER OUTPUT IN ORDER TO g L I TZ JAMES AND TIDA ER PROJECT RMA-rI REMAIN WITHIN OPERATING LIMITS. SECURE SOLAR LABASTIDA iuFow.unoN eea xua,ern wi..,sun.e �`� sniiems.cnezasn CCLJiR .Dw�sax� 29210 CASTLEWOOD DR MENIFEE, CA 92584 Pv_1 concepts & designs (619) 300 9041 - PM �" I6- �0215� SITE PLAN SCALE: 1":15-0" HOUSE PHOTO SCALE: N.T.S. ARRAY LOCATION (E) PATIO COVER - FIRE ACCESS POINT 107'-1" N (E) TWO-ST DRY 18._0,1 o H USE `\I p 20'-3" � ❑ I O S+ O ih -I v O,� tu:Sf SIZE IS AN Q (E)200 A I DRIVEWAY I TOTAL.#OF PANELS — _ — 17 ER m¢Z LOCATED AT ACH 107'-1" PANEL FIRE ACCESS POINT 17 SOLAR MODULES N Solar Photovoltaic System °ATE OMM016 BLITZ JAMES AND JENNIFER SITE PLAN,HOUSE EgCaU�RE SOLAR LABASTIDA PHOTO 29210 CASTLEWOOD DR concepts & designs MENIFEE, CA 92584 PV-1A 619 300 9041 1 j ROOF PLAN SCALE: 1":10'-0" ARRAY AND ROOF INFO MSP SIZE IS AN N PITCH AZIMUTH MATERIAL SP SQ.FT ARRAY SQ,FT RAFTER SPECS ROOF AREA (E)200 A R# 1 230 1790 CONC S TILE 210 53.1 2x4 @ 24"O.C. 25.2% PITCH AZIMUTH MATERIAL SP SQ.FT ARRAY SQ.FT RAFTER SPECS ROOF AREA R# 2 ATTACHMENT PO 230 2690 CONC STILE 582.1 247.8 2x4@24"O.C. 42.5% INTS: 72"O.C. MAX OPTIMIZER (E)CHIMNEY LOCATED AT EACH (E)ROOF VENT PANEL (E)PATIO COVER ARRAY 2 14 SOLAR MODULES 34 ATTACHMENTS @ 72"O.C. MAX. CV V FIRE ACCESS POINT 5-0 SINGLE LAYER OF ROOFING (E)ROOF FRAMING, SEE ROOF INFO _ MODULE TYPE, DIMENSIONS & WEIGHT ❑ N 2-0„ EXT.WALL ,� � • �s v 3'-0" PANEL TYPE: KYOCERA KYOCERA KU 265-6MCA PANEL WEIGHT: 41.9 lb PANEL DIMENSIONS: 65.43 X 38.98 " r' R1 — JR2 \ PANEL AREA: 17.71 SF L.O _ D ra ¢ Z UNIT WEIGHT OF PANELS: 41.9/17.71 = 2.37 PSF INTERIOR RAFTER INVERTER& RACKING: 0.23 PSF SUPPORT,TYP. AREA PER ATTACHMENT: 6'X2.6 = 15.6 SF FIRE ACCESS POINT WEIGHT PER ATTACHMENT: 15.6X2.7 = 42.12 LB ARRAY 1 3/4"EMT CONDUIT, 3 SOLAR MODULES TO RUN ROOF 6 ATTACHMENTS A @ 72"O.C. MAX. AND UNDER EAVES Solar Photovoltaic System DATE. 06 W016 B L I TZ JAMES AND JENNIFER SECURE SOLAR LABASTIDA ROOF PLAN sse wmnems"m..swu a �� Sen Mvma,G4M69 CCLJR - FMna. W 58051 29210 CASTLEWOOD DR PROVIDE 3'WORKING CLEARANCES AROUND SERVICE METER MAIN,AC DISCONNECT, INVERTERS AND DC DISCONNECT. MENIFEE, CA 92584 PV-2 ALL CONDUIT TO BE PAINTED SAME COLOR AS MOUNTING SURFACE. concepts & d e s i n s NO BUILDING, PLUMBING OR MECHANICAL VENTS TO BE COVERED OR OBSTRUCTED BY SOLAR MODULES. 619 300 9041 ATTACHMENT DETAIL SCALE: 1/2" = 11-0" EVEREST END CLAMP PHOTOVOLTAIC MODULE M8x2)a"S.S.ALLEN BOLT DIN 912-EN ISO 4762 NM SLAT NUT W1 CLIP STAINLESS STEEL M8x1"S.S.ALLEN BOLT DIN 912-EN ISO 4762 GJ EVEREST CROSSRAIL 48 G7 QUICK SCREW SPANISH TILE HOOK 61 „ 2 %60x Y-6" LAG SCREW(2x) 2 1. �. <.c.. c < auocc I oe oouoco 1 404000 6 l (CCC CCCC 4 C ll 4 Solar Photovoltaic System DATE. "8I2812016 JAMES AND JENNIFER ATTACHMENT SECURE R LABASTIDA DETAILS SOLAR= ea d B LITZ CCU,7 � 29210 CASTLEWOOD DR emu. concepts a, designs MENIFEE, CA 92584 PV-2A 619 300 9041 SOLAREDGE SE380OA-US(240V)(24OV)INVERTER BUS OR CONDUCTOR RATING:NEC 690.64 4.505kW SOLAR ARRAY MAX DC VOLTAGE:500V KYOCERA KU 265-6MCA 265W (B)(2):THE SUM OF THE AMPERE RATINGS 17 KYOCERA 265W MODULES TOTAL DC VOLTAGE INPUT RANGE:200.500V a0 240V Vmp=31V Voc=36.3V OF PLYING POWER DEVICES IN CIRCUITS PEAK POWER TRACKING VOLTAGE:250-480V @ 240V Isc= 9.26A Imp=8.55A SUPPLYING POWER TO A EXCEED OR STRINGS CONNECTED IN PARALLEL AC NOMINAL VOLTAGE/RANGE:211-264V @ 240V CEC PTC POWER=238.1 W CONDUCTOR SHALL NOT EXCEED PERCENT OF THE RATING OF THE BU BUSBAR MAX AC OUTPUT CURRENT:16A SOLAREDGE POWER OPTIMIZER P300(24OV) OR CONDUCTOR. IN SYSTEM WITH 120%RULE CEC WEIGHTED EFFICIENCY:96"/0 @ 240V ALLOWED MAX MAX DC VOLTAGE:48V PANELBOARDS CONNECTED IN SERIES, F200 R MAIN BREAKER pv OCPD DC VOLTAGE INPUT RANGE:B-48V @ 240V THE RATING OF THE FIRST OVERCURRENT zoo 20 PEAK POWER TRACKING VOLTAGE:8-48V @ 240V DEVICE DIRECTLY CONNECTED TO THE AC NOMINAL VOLTAGE/RANGE:8-60 @ 240V OUTPUT OF A UTILITY INTERACTIVE MAX AC OUTPUT CURRENT:15A INVERTERS SHALL BE USED IN THE CEC WEIGHTED EFFICIENCY:98.8%@ 240V CALCULATIONS FOR ALL BUSBARS AND CONDUCTORS. IF THE MAIN SERVICE PANEL'S MAIN TOUTILRYGRIG BREAKER IS NOT LOCATED AT ONE END OF (E)200 A MAIN SERVICE DISCONNECT THE BUS,THEN THE MAXIMUM COMBINED OVERCURRENT DEVICES ALLOWED IS 100% OF THE BUS RATING,NOT 120%. BI-DIRECTIONAL O OVERCURRENT PROTECTION ON INVERTER UTILITY METER OUTPUT IS SUFFICIENT. WHEN A BACKFED BREAKER IS THE METHOD OF UTILITY INTERCONNECTION, BREAKER SHALL NOT READ"LINE AND LOAD". (E)200 A MAIN © a © WIRE TYPE SHALL BE 90 DEGREE C WET SERVICE I AND CONTINUOUS RATED. PANEL y STRING 1 ALL PV EQUIPMENT SHALL BE LISTED BY A S 17 MODULES TILT:23° RECOGNIZED TESTED LAB.PROVIDE 3' 1 PH, 120/24OV, WN7 POWER OPTIMIZERS IN SERIES - ❑ AZIMUTH:269° ❑ ELECTRICAL EQUIPMENT CALLOUTS WORKING SYSTEMS: PER P CLEARANCES AROUND SERVICE ERS 3W dO�E(T,INVERTERS NOT CENTER 1 SOLADECK BOX AND DC DISCONNECT. FOR INVERTER FED 2-POLE 20A PV BREAKER, 600 V,NEMA 3R WI TECHNICAL MANUPI L----; BACKFED EUROSTRIP OR POLARIS IT CONNECTORS INSTALLATION TO BE CARRIED OUI WITH BOND TO ! EQUIPMENT DISCONNFCfEO FROM THE EXISTING LIFER 3,8kW INVERT B ER UNGROUNDED ❑ GRID AND PV PANELS SI1ADED OR ISOLATED(APPLIES TO'A�L INVERTERS). SOLAREDGE SE3800A-US(240V)(240V) INVERTER 240 VAC,16A NEMA 3R,UL LISTED, SHADE STRUCTURE TO 6E'7NSTALLED, ; (WITH INTEGRATED DC DISCONNECT) THAT FULLY SHADES THE INVERTER ALL DAY AND MEETS VENTING REQUIREidEKTS ©AC DISCONNECT PER THE INVERTER MANUFACTURER' ' 240 VAC,30A NEMA 3R,UL LISTED INSTALLATION. PV ARRAYS ARE FLOATING PV BREAKER IS TO BE LOCATED AT WITH RESPECT TO GROUND. THE OPPOSITE END OF THE BUS BAR FROM THE MAIN BREAKER. WIRE TAG# CONDUIT WIRE QTY WIRE WIRE TYPE WIRE TEMP WIRE ADJUSTED WIRE TEMP CONDUIT FILL WIRE OCP: TERMINAL STRINGS PER SET SHORT CIRCUR NEC NEC STRING GROUND Gq H 75oC OF WIRES(DC)Oft CURRENT(DC) 690.6(A) 690.8(B) AMPS 52E (CARRY GAUGE LENGTH RATING: LOCATION WIRE TEMP AMP CORRECTION PERTable RATING F INVERTERS: ORRRENT( C) CURRENT) (AWG) (FEET) PERTABLE 310.15(B)(3)(a): UT 310.15(B)(2)(a): 1 NONE 2 10 PV WIRE 15 90°C ROOF 68 40 X 0.65 X 1.0 = z6 35 1 X 12.87 X 1.0 X LO = 12.87 #6 NE 2 3/4"EMT 2 1D THWN-2 60 90°C ROOF 68 40 X 0.65 X 1.0 = 26 35 1 X 12.87 X 1.0 X 1.0 = 12.87 #8 TNE 3 3/4"EMT 3 10 THWN-2 5 90°C WALL 46 40 X 0.82 X 1.0 = 32.8 35 1 X 15.00 X 1.25 X 1.0 = 20 #8 T 2P ROOF TOP ADDED Solar Photovoltaic SysteE. LOW MEAN TEMP O16PER ASHRAE CO VOLTAGE TEMP VOLTAGE LOW HIGH AMBIENT CONDUIT TEMP PER Table q TEMP D JAMES AND JENNIFEHANDBOOK COEFFICIENT(oC) TEMP.CORR. (oCj TEMP(oC) HEIGHT (in) 310.15(B)(3�(oC) TEMP AL LINESECURE SOLAR B -�- LAB _L WRAMROOF 4 -0.34 1.12 `M 0'�'S 19 63 seos.m,"„o,r.°,sw°sSen Ma,maGH]WBwgLL a as wA �.vl29210 CASTLEWOOD��ur� - c o n c e p t s a d e s i n sMENIFEE, CA 92584 -3 ELECTRICAL SINGLE LINE DIAGRAM 619 3009041 rREQUIRED, RICAL NOTES FWHEN YS ARE PER SINGLE LINE. AY WIRING TO JUNCTION IS#10 AWG PV WIRE W/FIELD INSTALLED MC CONNECTORS TO INTERFACE W/MODULES. AY COMBINERIJUNCTION BOX PROVIDES TRANSITION FROM ARRAY WIRING TO CONDUIT WIRING. ER SOURCE DISCONNECT(INTEGRATED)RATED AT 36 AMPS,600Vdc,NEMA 3R RAINPROOF. LIFER GROUND ELECTRODE SYSTEM FROM INVERTER TO EXISTING MAIN SERVICE GROUND ELECTRODE PER N.E.C.250.58. MATERIAL LIST B. EQUIRED,GROUND ELECTRODE CONDUCTOR FROM INVERTER TO GROUND ELECTRODE TO BE MINIMUM PROTECTION17 KYOCERAKU 285£MCA SOLAR MODULES RMOR SHEATHED CABLE FOR ALL CONDUCTOR SIZES. 1 SMA SB4000-US INVERTER 7. ALL GROUND CONNECTED TO MAIN SERVICE GROUND IN MAIN SERVICE PANEL. 8. CONNECTORS SHALL BE POLARIS OR EUROSTRIP IT CONNECTORS. 40 QUICK SCREW SPANISH TILE ATTACHMENT 9. INVERTER SHALL BE PER ATTACHED CUT SHEET. 2227" EVEREST CROSS 48 RAIL 10. AC DISCONNECT SHALL BE PER SINGLE LINE. 4 SPLICE KIT 11. EQUIPMENT GROUNDING CONDUCTORS ON AC AND DC SIDE SIZED ACCORDING TO NEC 690. 24 MIDCLAMP 12. POLE OF PV ARRAY REFERENCED TO GROUND AT THE INVERTER IN SINGLE LINE. 20 ENDCLAMP 13. ALL CONDUCTORS SHALL BE 600V,90C STANDARD COPPER. ALL CONDUCTORS IN CONDUIT SHALL BE THWN-2. 40' 3W EMT CONDUIT 14. MAXIMUM DC VOLTAGE DROP SHALL BE 1.5% 2 SOLADECK BOX WITH CONNECTORS 16. ALL CONDUCTORS SHALL BE IN CONDUIT UNLESS OTHERWISE NOTED. 16. ALL WORK TO COMPLY WITH 2O13 CALIFORNIA ELECTRIC CODE,2013 CALIFORNIA BUILDING CODE 1 2-POLE 30A BREAKER 17. D.C.ARRAY CONDUCTORS ARE TO REMAIN OUTSIDE OF BUILDING PRIOR TO FUSIBLE COMBINER BOX OR FUSIBLE DC 17 GROUNDING CLIP DISCONNECT MEANS. 18 GROUND LUG 18. EXACT CONDUIT RUN LOCATIONS SUBJECT TO CHANGE. 19. 3.0 PSF MAX(.5 PSF FROM RACKING,2.5 PSF FROM MODULES)DEAD LOAD CONTRIBUTED FROM SOLAR ARRAY. 20.CONDUCTORS ON ROOF ARE TO BE 1/2"TO 3"OFF OF THE ROOF SURFACE. 21.GEC TO BE CONNECTED TO EXISTING LIFER. IF LIFER IS NOT PRESENT THEN A NEW GROUND ROD WILL BE ADDED FOR GROUNDNG PURPOSES. 22.PV WIRES UTILIZED IN SYSTEM ARE UL-4703 COMPLIANT. 23.ON RESIDENTIAL ROOF INSTALLATIONS ALL RACKING AND MODULES ARE UL2703 COMPLIANT o 0 o a o 0 c e RACKING&MODULES ARE GROUNDED VIA A CONTINUOUS#6AWG COPPER CONDUCTOR CONNECTED W/HELIO LUGS. , MODULES ARE FACTORY PROVIDED W/2 THREADED HOLES TO FACILITATE LANDING OF THE LUGS r c r r c r o u a < rcoec ALL EQUIPMENT SHALL BE PROPERLY GROUNDED AND BONDED IN ACCORDANCE WITH ARTICLE 250. < r _ ALL CIRCUITS CONNECTED TO MORE THAN ONE SOURCE SHALL HAVE OVERCURRENT DEVICES LOCATED SO AS TO PROVIDE OVERCURRENT PROTECTION FROM ALL SOURCES 690.9(A) - ,.roc ' , oaoaaa o r 0000 nano rra o ADDITIONAL AHJ REQUIRED ELECTRICAL NOTES BUS OR CONDUCTOR RATING:NEC 690.64(B)(2):THE SUM OF THE AMPERE RATINGS OF OVERCURRENT DEVICES IN CIRCUITS SUPPLYING POWER TO A BUSBAR OR CONDUCTOR SHALL NOT EXCEED 120 PERCENT OF THE RATING OF THE BUSBAR OR CONDUCTOR.IN SYSTEM WITH PANELBOARDS CONNECTED IN SERIES,THE RATING OF THE FIRST OVERCURRENT DEVICE DIRECTLY CONNECTED TO THE OUTPUT OF A UTILITY INTERACTIVE INVERTERS SHALL BE USED IN THE CALCULATIONS FOR ALL BUSBARS AND CONDUCTORS. IF THE MAIN SERVICE PANEL'S MAIN BREAKER IS NOT LOCATED AT ONE END OF THE BUS,THEN THE MAXIMUM COMBINED OVERCURRENT DEVICES ALLOWED IS 100%OF THE BUS RATING,NOT 120%. OVERCURRENT PROTECTION ON INVERTER OUTPUT IS SUFFICIENT. WHEN A BACKFED BREAKER IS THE METHOD OF UTILITY INTERCONNECTION,BREAKER SHALL NOT READ"LINE AND LOAD". DATE: Solar Photovoltaic System 16 WIRE TYPE SHALL BE 90 DEGREE C WET AND CONTINUOUS RATED. ELECTRICAL N ALL PV EQUIPMENT SHALL BE LISTED BY A RECOGNIZED TESTED LAB.PROVIDE 3'WORKING CLEARANCES AB LITZ DAMES AND JENNIFER ELE LOAD CANOTES, AROUND SERVICE METER MAIN,AC DISCONNECT, INVERTERS AND DC DISCONNECT. FOR INVERTER SYSTEMS: SECURE SOLAR LABASTIDA LOAD cALrs PER TECHNICAL MANUAL: INSTALLATION TO BE CARRIED OUT WITH EQUIPMENT DISCONNECTED FROM THE seen ar .om..sm.e s."M.,oM.uazaeu GRID AND PV PANELS SHADED OR ISOLATED(APPLIES TO ALL INVERTERS). SHADE STRUCTURE TO BE CCLJR - _ owes+( 29210 CASTLEWOOD DR aia xammz Ica INSTALLED THAT FULLY SHADES THE INVERTER ALL DAY AND MEETS VENTING REQUIREMENTS PER THE MENIFEE, CA 92584 PV-3A INVERTER MANUFACTURER INSTALLATION. PV ARRAYS ARE FLOATING WITH RESPECT TO GROUND. concepts & designs 619 300 9041 1�PROVIDE A PLACARD WITH THE FOLLOWING 5 PHOTOVOLTAIC POWER SOURCE SHALL BE LABELED WITH THE ®0 PLAQUE TO BE INSTALLED ON THE FACE OF THE WORDING IN 4" HIGH LETTERING PER NEC 690.17. FOLLOWING WARNING AT EACH JUNCTION BOX, COMBINER BOX, SERVICE METER PANEL: DISCONNECT,AND DEVICE WHERE ENERGIZED, UNGROUNDED WARNING CIRCUITS MAY BE EXPOSED DURING SERVICE PER NEC690.35(F) CAUTION ELECTRICAL SHOCK HAZARD. POWER TO THIS BUILDING IS ALSO SUPPLIED DO NOT TOUCH TERMINALS. TERMINALS ON BOTH WARNING FROM THE FOLLOWING SOURCES WITH THE LINE AND LOAD SIDES MAY BE ENERGIZED IN ELECTRIC SHOCK HAZARD. DISCONNECTS AS SHOWN THE OPEN POSITION. THE DC CONDUCTORS OF THIS PHOTOVOLTAIC SYSTEM ARE UNGROUNDED AND MAY BE 2❑. THE FOLLOWING SIGNAGE MUST HAVE A MINIMUM OF ENERGIZED. 3/8- HIGH LETTERING, IN ARIAL FONT(NON-BOLD), EQUIPMENT AT o WITH CAPITAL LETTERS,WHITE ON RED BACKGROUND © LABEL FOR SOLAR AC DISCONNECT: ° ° —METER AND MAIN SERVICE AND ON A REFLECTIVE, WEATHER RESISTANT MATERIAL. $ AC DISCONNECT AT THE MAIN SERVICE DISCONNECT PROVIDE A SIGN "SOLAR AC DISCONNECT" w ° WITH THE FOLLOWING WORDING: < EQUIPMENTATLY] CAUTION: ❑7. PROVIDE WARNING LABEL AT THE UTILITY U _NVERCONNECf SOLAR ELECTRIC SYSTEM CONNECTED INTERACTIVE INVERTER OR GROUND FAULT INDICATOR STATING: THE SIGN SHOULD BE PLACED ON THE OUTSIDE COVER WARNING ELECTRICAL SHOCK HAZARD. IF A IF THE MAIN SERVICE DISCONNECT IS OPERABLE WITH GROUND FAULT IS INDICATED,NORMALLY 11 LABEL FOR SOLAR DC DISCONNECT: THE SERVICE PANEL CLOSED GROUNDED CONDUCTORS MAY BE UNDERGROUNDED AND ENERGIZED. F3.]ON ALL INTERIOR AND EXTERIOR PV CONDUIT, "SOLAR DC DISCONNECT' RACEWAYS, ENCLOSURES, CABLE ASSEMBLIES AND ®PLAQUE TO BE INSTALLED ON FACE OF THE JUNCTION BOXES PROVIDE A SIGN WITH THE FOLLOWING UTILITY AC DISCONNECT: 12 LABEL FOR SOLAREDGE SE380OA-US (240V)(240V) INVERTER WORDING: PV SYSTEM DISCONNECT "GRID-TIED PHOTOVOLTAIC POWER SOURCE" ---� WARNING: PHOTOVOLTAIC POWER SOURCE FOR UTILITY OPERATION OPERATING CURRENT= 12.87 A OPERATING VOLTAGE= 350.00 V MARKING SHALL BE REFLECTIVE AND MAX SYSTEM VOLTAGE= 392.00 V PLACED EVERY 10 FEET AT TURNS ❑9.TO BE INSTALLED ON THE FACE OF THE MAX SYSTEM CURRENT= 16.1 A AND ABOVE AND/OR BELOW PENETRATIONS AND AT SERVICE METER PANEL: MAX INVERTER OUTPUT= 3.8 kW, 16A,240VAG ALL PV COMBINER AND JUNCTION BOXES. PLAQUES SHALL BE METAL OR PLASTIC WITH ENGRAVED CAUTION: LABEL DC DISCONNECT, SOLADECK BOXES, OR MACHINE PRINTED LETTERS, OR ELECTRO-PHOTO POWER TO THIS BUILDING IS ALSO SUPPLIED FROM COMBINER AND DEVICES IN UNGROUNDED SYSTEMS PLATING, IN A CONTRASTING COLOR TO THE PLAQUE. THE FOLLOWING SOURCES WITH DISCONNECT (TRANSFORMER LESS) PER CEC690.35(F): PLAQUE SHALL BE ATTACHED TO THE SERVICE EQUIPMENT LOCATED AS SHOWN WITH POP-RIVETS OR SCREWS. WARNING ANY PHOTOVOLTAIC DC CONDUCTORS ENTERING THE ELECTRIC SHOCK HAZARD.THE DC CONDUCTORS BUILDING SHALL BE INSTALLED IN A METALLIC ON THIS PHOTOVOLTAIC SYSTEM ARE UNGROUNDED RACEWAY AND SHALL ALSO HAVE LABEL IDENTIFIED AND MAY BE ENERGIZED. EVERY 10 FEET-AND WITHIN 1 FOOT OF TURNS OR BENDS AND WITHIN 1 FOOT ABOVE AND BELOW PENETRATIONS OF ROOF/CEILING ASSEMBLIES, WALLS OR BARRIERS-WITH A MINIMUM OF 3/8" HIGH WHITE LETTERING ON RED BACKGROUND READING: 4. PER NEC 690.64 AND 705.12(D)(4) EQUIPMENT CONTAINING IREQUIREDSIGNAGE ERCURRENT DEVICES IN CIRCUITS SUPPLYING POWER TO A Solar Photovoltaic System BUSBAR FROM MULTIPLE SOURCES SHALL BE MARKED TO INDICATE THE PRESENCE OF ALL SOURCES. JAMES AND TIDA ER LOCATED AT BACKFED BREAKERSECURE SOLAR gLITZ LABASTIDACCLJR (M 29210 CASTLEWOOD DRWARNING cisINVERTER CONNECTION. "" "" "" '" '� � MEN]FEE, CA 92584 DO NOT RELOCATE THIS OVERCURRENT DEVICE. concepts & designs 619 300 9041 KU-60 1000V Serves ELECTRICAL SPECIFICATIONS MODULE CHARACTERISTICS I(YOEERa KU-60 1000V Series • • ConditionsDm=per�° 6D 3inJ3 � J Dimensions. 78621mm 11.81 in KU260-6MCA KU265-6MCA •• • l iNddo-ght l 1 1 ) Weight 41.911as(1909) Pm. 260 265 w CUTTING EDGE TECHNOLOGY y As a pioneer with four decades of experience in the ERE _�� �� V. 31.0 31.0 PACKAGING SPECIFICATIONS development of photovoltaic systems, Kyocera drives the Ml�r. ER = imp 8.39 8.55 A Modulesperpallet 20 market as a leading provider of PV products.We =� a� � so our Kalzen philosophy, or commitment to ��FgazPgWWM� V. 38.3 38.3 V Pallets per53'container. 36 continuous improvement, b setting the industry standard ®� Pallet box dimensions: 66in 4an 47m 1 1 p Y g Y e ®� � Iss 9.09 9.26 A leVt/widrh/height (1675mm 11005mm 11175mm) in the innovation of best-in-class solar energy equipment. _ ri9iWON 11 p[... . +51-0 +sl-D % Pallet box weight 95ahs(430kg) QUALITY BUILT IN � E � � •.- . . • °+' •U _ PINTO V stabilized, anodized aluminum frame in black a ® -I E �m AWTO T 45 45 C easwa4 •Supported by major mounting structure manufacturers T. wpu� p 187 191 W •Easily accessible grounding points on all four corners X; eE Pm. C W1 1_1 (+1 for fast installation �c � _ V . 27.9 27.9 V L •Proven junction box technology with 12 AWG PV wire M��Nmmlll1 6.71 6.85 A PDT works with transformerless inverters ° V 35.1 35.1 V •Amphenol H4-UTX Locking plug-in connectors a provide safe, quick Connections ® ® la` 7.36 7.49 AWAK 233.5 238.1 W � [ PROVEN RELIABILITY rrc • Kyocera modules confirmed by the Desert Knowledge NERAustralia Solar Centre to have the highest average _ _ airc�t output of any crystalline module = _- pma o.as 0.45 %1°c ` •First module manufacturer in the world to pass long- _ vm. -0.48 -0.48 %1°c term sequential testing performed by TUV Rheinland Ima o.oz o.02 %(°C War •Only module manufacturer to achieve the rank of �_ +\ �= -0.36 -0.36 %1°C 1 ° "Performance Leader" in all six categories of GTM �� .. ._-- _ .-__.--- V. o Research's 2014 PV Module Reliability Scorecard OUR VALUED PARTNER 1 0.06 0.06 fC Sraatlirc Mal. •,mallrc Mola bmdlq WIa •.ortlrc Mob CERTIFICATIONS operating Temp -40 to+90 -40 to+90 °C air air n.Tm1 0.2rOW a.xr hW •UL1703 Certified and Registered, UL Module Fire •- . FRAME CROSSSECTION DIAGRAM Performance: Type 2,CEC a3 • NEC2008 Compliant, IEC 61215161730,and ISO 14001 series ruse Rating 15 A -'rt - • IEC61701 Ed.2 Severity 6 (Salt Mist Corrosion Test) Maximum DC System Voltage(UL) 1000 V Hailstone Impact In(25mm) 51 mp(23m15) uc �feXEP -Lhe Iitl a, Y E WMN11K P=aa N.. wm..'I lY•Sim MT Sim UQ K;{EPo,rrervcU fight n:, especiSraLcmwrthc.u[noh:e. I. mea�a,n it,ermi ClPn to 0 1 r{/Q Inns y.Jns;alhn.apera:- ing I.fl0aea5°Iai muaJe:. 022414 • • • : 1 1 • 1 • • 1 • • Tube HIGH EFFICIENCY MULTICRYSTAL PHOTOVOLTAIC MODULE solar=* @ solar i i Single Phase Inverters for North America SE3000A-US/SE330OA-USISE5000A-US,'SE000OA-US/ SE760OA-US/SE1000DA-USISE11400A-US SE300DA-U5 5E38OOA-Us SESDODA-US SEEDDDA-Us SE760DA-US SEIDOOOA-Us sE]]4DDA•US , SolarEdge Single Phase Inverters . OUTPUT_ Q� - - - - NarYnalACPntverOu4xq -.-----..I,... .....L... .... .....9°'9.....L..,G°°° .. I,,,-TEOD I ]DODO I— 11400 VA For North America Max.ACPa ,TO pxlt 33M 4150 m� woo BAD 12M V; ... ................. ..... - - ........................ ...... I .. . . l _.. .. I.................I AC tydt MtR- . .. .. .. ... .. .....DuQNi age N°m:Mas` . SE3000A US/ SE3800A US/ SE5000A-US/SE6000A-US/ JM-208-229 V.................... .... ..:....... . ... .:... .. .......'.. I. . -. .. L....... ........ ........ ....... SE7600A-US/SE10000A-US/SE1140OA-US AL - �"` w'°'""" "'�`' V r r f r . .. . ... ...... ae '..._...L.............. ..........._.59.3-w ws(xilh rR�wd!X.? sr 9-ws}..._........ .............. _ rh . .......... Ma CarR,ttnusOWpurtuter,t 125 16 20@ is 32 4B®2d,ay 4]3_. A .,._....I. 8N2ADY_.I. I. 42 Ea 341N _... '.'__..._ _._..._.. GFp ..._L-_. ..__...._.. A Utidy A{aifexirG„blsdrg �ererter Pr°LerZ CmMryfnnfigvable yes ' 7Fa[�ExJrJs INPUT 1 Ve:art q Remnrnended Max.OC Pbwer°• L� T —_—._-- War,aDtY ............... 37'�......I 47'nD.. .. 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I ..1% Nghtgrrre P°wucuPumpU°u <7.5 - 4 `H 4 t ADDITIONAL FEATURES .� i., ... .. . .......... .._......... ... cno c. r onr el u Su n ...... ................. .......%...a. RrnueG .&-DaaAKCRI r ....' STANDARD COMPLIANCE ' '� P Gidfm,ectinn 9ar,dards .._L. . .. UU741,U1]G49Hr UC1`A.R,�60.722. IJ ...... .. .. .. .. .. . .. I(EE1547 000 Findsi°ns - .. FCCPatlS tlassH .. .. ... . NSTALLATION SPECIFICATIONS ° I M-tp,.am,a."_tmc/AW6tange..... ...... . . 3/4'mmmam/26.6Awc. .., ......f. .. 3/4`'mnin,m11 AwG............i- 4° °o °r ...... ..... • ', OCYqurtccexl,ii[sUe/R4f5ttings/ ....... r : Awti range_..___ 3/4'miniuum/129,, /24bAvdG -......-. 3/4'mininnan(i-2#d /1L6 AWG .. pmemlDM WR11 ................. ................. A[/DCsaleiy 305 x125x7/ � 3D.Sx125:7s7 I in/ L.. ._.... .. ..............I ..... ..... .. .....:... _.. 1Z5 x los/T75 x3,sx]60 O •' SeaRcR phWxO) ................... 773x375xI72 775x315x L91 - ............. ... min ti�Att mdrAc�csa,etyswiMt_. , s,.z/2T3 I. ..... ..sa.7/ae.7 I... asgl4at .• I In/F:; Cs+ollg_ Nntural C4,xeeTsro„ �.... .. F.Rs•(useY Rpkmllde) - J Noise . .... - . .. . < . - ......-_ I d, — 50 The best choice for SolarEdge enabled systems Mi MaxUpMalLgTa pe]atre i3Tngao/-25to+A(CANvn,an -0Dtw60) I F/"c lategrated arc fault protection(Type 1)for NEC 2011690.11 compliance F ...jam.. .. . ........... ....... ..... . . .. -. . - - ... . .......... . . .... .. ..... ...... ... . . .....I. NEMA3R . . I'-.- Su Superior •r�.R .._.... .._......... _.. P CY I989o) r.�.+,au+n+aex...narc�..n�trrgnrrtrr. - -.._.. ._ .-.. ........ .... .. ... . . F— ..... w Small,lightweight and easy to install on provided bracket w "'xnkhrrrarrc,xwrrxmaybxenea;da"rmy,erablmx q;ipttrviiemwthcud!svxcd,Built-in module-level monitoring -•--ar,,;v.,..rku.ear,win,�msa..arrr(�,„m.Q.ss.�r��eac+x,. a::U) — Internet connection through Ethernet or Wireless U Outdoor and Indoor installation w0- - Fixed voltage inverter,DC/AC conversion only 0 Pre-assembled AC DC Safety Switch for faster installation w — Optional—revenue grade data,ANSI C12.1 (�llif%TRoHS F U _. i . -f,ALY F,;ANCE-JAPAN-CHINA AUSTRALIA THE NETHEKLANDS-ISRAFL www.solaredge.us a L� Z a • solaril=@ "W- solar=se SolarEdge Power Optimizer Module Add-On for North America P300 / P320 / P40.0 / P405 SolarEdge Power Optimizer P320 P400 P405 (for high-Power (for 72&96-cell (tor thNlAm Module Add-On For North America —IN _ To-607 6atellmodales modalm) PUT _ _ Rated Input DC Powell°I -... 320 400 _ 405 W P300 / P320 / P�00 / P405 ........... ................. .... i • Absolute Maxmum Input Voltage � � - (Voc at lowest temperature) 48 80 125 Vdc .. .. ... _ ,MPPT OPerating Range L. 8-q8 - - - 8 80 125 105 Vdc . .. .. ... . . ..... . . ... . .. __. . ...... Maximum Short Circuit Current(Isc) 10 1. 10 Adc . S-7 .. . ... . ... ....... . Maximum DC Input Current i 12 5 13J5 12.5 Adc Maximum Efficiency 99.5 % Weighted Efficiency gg,g Overvoltage Category II _ OUTPUT DURING OPERATION(POWER OPTIMIZER CONNECTED TO OPERATING SOLAREDGE INVERTER) r .� . Maximum Output Current 15 Adc. . ..... ......... . . . . ........... .. . .. ........ .... .. ....... . ... ..... " Maximum Output Voltage 60 � 85 Vdc OUTPUT DURING-STANDBY(POWER OPTIMIZER DISCONNECTED FROM SOLAREDGE INVERTER OR SOLAREDGE INVERTER OFF) Safety Output Voltage per Power 1 Vdc - Optimizer •Q0`""a STANDARD COMPLIANCE EMC............ .. .. . . . .. FCC Part15 Class B,IEC61000 6 2,IEC61000-6_3 Warranty£ Safey( IEC62109-1 (class II safety) UL1741 f* ;d•.Pxlmn� .. ROHS -- ....- .. .Yes .. . .. .. INSTALLATION SPECIFICATIONS Maximum Allowed System Voltage. 1000 Compatible inverters All SolarEdge Single Phase and Three Phase Inverters y , / Dlmenslons(WxLxH) 128x152x275/ 128x152x35/ 128g152x48/ flp0 __ mi Sx 5.97x 108 5x 597 x137 5x°97x189 R/In Weight(including cables) 770/1 7 930/2 O5 If 930;2 05 gr/Ib . MC4 Compatible ` In ` ..Put Connector .._ _. .. .... ..._ . .. . .. . .. ....... ._ x, ,.,.c ........ .o.... .. a , Output Wire Type;Connector Double Insulated;MC4 Compatible /r Output Wire Length... ... a95/P3.O ...... .. L.. ... 12/3.9 .. m/R occcc Operating Temperature Range „ ... -40 +85/40 +285 44OC` Protection Rating IP68/1.NEMA6P ..... ... Relative Humidity 0-100 i IVflekY.41L R%we.,tl,e mo:IWo,N.alul ul,m-.-yM1 .. .....•pawl Nleranx allonM - - - • PV SYSTEM DESIGN USING -- - -- ASOLAREDGEINVERTERM SINGLE PHASE THREE PHASE 208V THREE PHASE 480V ---------------- _—_ Minimum String Length 8 10 18 (Power Optimizers) ................._L....._......_....._............,.. . .. . . _. .. ... ...... ....... ... ....... . . ...... ..._ ......., PV power optimization at the module-level INaxhnumsitingLength zs PowerOptimizers zs so , — Up to25%more energy .,( .._. .. I ... .. .. . . ... ._. ....... . .. .. . . .. Maximum Power er Strin 5250 6000 1. ... W 750 __. — Superior efficiency(99.5%) Parallel Stnngs of Different Lengths I Yes — Mitigates all types of module mismatch losses,from manufacturing tolerance to partial shading or orientations ...... ........ . .. .I _... .� ..__ .. .. ....... ......... . ._ .. . . ..... ...... . . ., ..... .. �'llcisnotallomwMk Paps Vd,P3COP4KF Ipnmoin one aui,g. — 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 GERMANY - ITALY - FRANCE - -APAN - CHINA - ISRAEL - AUSTRALIA WWW.solaredge.US a,. x HelioLug A m p h e n o I IDSb2 3 Ql 2703 E338 QIMS7 (Canada) E338690 c Included Components: 1) Lay in lug (tin-plated, solid copper lay-in lug with a stainless-steel set screw) 2) Stainless star washer 3) Stainless steel bolt 4) Stainless serrated lock nut T L6rL000 Cq v! N t' b ` •0 boa va ' How to order 1 - Hfi (. U I - PrW"lLvw PRvlxl Trpv ruva6 Pd:1..pnu ° v H' HeM3 G,a,Mmy P-od"b L HaiT"IWvo Rango.L IL PW."--) U VL h1.'.Jua ri INSTALLATION INSTRUCTIONS: o'r? l o ,- ! • • Place the 1uq to the designated module grounding hole with the star washer t,•elween the grounding lug and � - the rnodule frame in order to break thmuoh the anodizing and establish electrical contact with the aluminum. Torque the bull and nut to 30 in-lbs. NOTE: 77jese rnsir"cliuns provide puidefires fur general use. It availablek vg the specilrc rrndufe manufacturer s insyuctiors tor,the foration of the star washer are to be followed. W ppqq r ° , . ° •` - • ` `' Fur the al:aclrrren( lu lire raokrng, siide the bull mto the nluunung cfranner ul ;he dxUusiun ul rr,(u a y WI& ddifed through Ore extrusion. Place the star washer cetween the rackino and rug and secure the rut and bolt P4 A U • to 30 in-lbs. NOTE a It .- N 61 m ` Irrserr a 4 to 12 AVVG cooper wire into the fug and tinhten the lug set screw to the copper were to the ro que �� r� based urr fire wi•e size (4-6 AL1'G al 35 in-Ills end B-12 AVirG dt 30 in-ibs) Du rul excecK!fhe maxiuruur rated overcurreniorotedron, e0A (12AVrG),40A(70.AWG), 90A (6ALrVG), 1S0A (6AWG) ard200A (4AWG). ) r s • ' ..'• n. ..xe mq•r n•°'wt r�i.' 1 . ma p°.:n ym ..-..� m.,,.., n. ,4` i^ ry v .. )d , ''• .«.v a.,Mir .. .., � QrIUrALf - 1 - • • 1 . rir �YfaMrr 1 , .--. _. ...•. _ 86w1 o SP-6 Product Data Sheet DU221 RB Safety Switch , 30A, Non-Fusible, 2-Pole m SQUARE E3 by Schneider E l....i s List Price S177.00 USD Availability Stock Item:This item is normally stocked in our distribution facility. Technical Characteristics Number of Poles 2-Pole Terminal Type Lugs Type of Duty General Duty Maximum Voltage Rating 240VAC Wire Size #14 to#8 AWG(AYCu) Action Single Throw Ampere Rating 30A Approvals UL Listed File Number E2875 Enclosure Rating NEMA 3R Enclosure Type Rainproof and Sleet/Ice proof(Indoor/Outdoor) Factory Installed Neutral No Disconnect Type Non-Fusible Mounting Type Surface Shipping and Ordering Category 00106-Safety Svritch,General Duty,30-200 Amp,NEMA3R < Discount Schedule DEtA r o GTIN 00785901490340 Package Quantity 1 Weight 4.62 lbs. r Availability Code Stock Item:This item is normally stocked in our distribution facility. o Relumability Y Country of Origin MX rcoc r c r As standards,specifications,and designs change from time to time.please ask for confirmation of the information given in this document. F U W Z Z O U U) 0 U Q r w Ld U W d to Ld Of F U Of _ 'r c. Q Q imIQ Schneider E se ectac.Ali rights reserved, Schneider ''_��.� L, Electric • a NOTICE OF COMPLETION AND Q 9L AUTHORIZATION TO APPLY THE UL MARK r1 }' 01/072015 Everest Solar Systems Dan Glaser Ste 111 3809 Ocean Ranch Blvd Oceanside Ca 92056,Us u - w Our Reference: File E467724,Vol.1 Project Number 4786601840 Your Reference: D.Glaser 1 W07-3 7' Project Scope: Fire System Testing- Everest CrossRail System utilizing Cross Rail 48 rails.Class A System fire rating with Listed Type 1 and 2 modules. Dear Dan Glaser: �- Congmtulationsl UL's investigation of your product(s)has been completed under the above Reference Number and the product was determined to comply with the applicable requirements. This letter temporarily supplements the UL Fallow-Up Services Procedure and serves as authorization to applythe UL Mark at authorized factories under UUs Follow-Up Service Program. To provide your manufacturer(s)with the intended authorization to use the UL Mark, 41Y. OANTILE'1E2 1/3 OF MU SPAN you must send a copy of this notice to each manufacturing location currently authorized under File E467724,Vol.1. = E Records in the Follow-Up Services Procedure covering the product are now being prepared and will be sent in the near future. Until then,this letter authorizes application of the UL Mark for 90 days from the date indicated above. SE3inIe5e SLEET Hex Edl Additional requirements related to your responsibilities as the Applicant can be found in the document`'Apphce.lt responsibilities related to Early Authorizations°that can be found at the following web-site: httpJA .ul.com/EAResoonsibilites Aluminum Everest Solar hid Clamp w Any information and documentation provided to you involving UL Mark services are provided on behalf o.U:.LLC (UL)or any authorized licensee of UL. Stainless Steel Eve st Solar hIK2 We are excited you are now able to apply the UL Mark to your products and appreciate your business. Feel free to contact me or any of our Customer Service representatives ifyou have any questions. Aluminum Everest Solar CrossRat 49 n Aluminum Everest Solar CrassRad 48 Very truly yours, Reviewed by: Nathan Wang Bruce A.Mahrenholz Nu aoa+crR•9'+en rtetear2zr' 847-664-3951 847-664-3009 T IMCEC St3 Senior Project Engineer CPO Director •va a.:.rron vnn2 2'.. Nathan.Wan-.Jac:ccc 2...LRaa g@ul.com Bruce.A.Mahrenholz@ul.com •aoa+::'ma Pra:ve 2me I •Eaae:ve s anc c ^Fort P!t� -:MG rA-ua'.R.]M xCY^enl c'.1FJ t.:4:CCT�rage—ens Everest Salor Systems. LLC DATA�Hmr CROSSiAIL 49 MAX 4AIL SPAN LTA 3609 Ccenn Ranch Blvd Suit, 1•I NE1KE968-OF116B w6m� Oceanside. CA 92056 PAP n"wee: N/A ALL nlMErslans 90140422 wTERRL '4uMRaM N2 REFER}210E'+,4WR y/A2011"24 RNsic W11 slim SOME 1:/ SERIES; PAPEETY 1-P 0 It a'`•Ir',,aF F e Ir^'*N M+RrmAF RIO ni R}I 1•e:ltd.nlm1rd r BIId�MI+�R tRJ Ianl MI ndrt mmmnl This Is an electronically generated letter.Signatures are not required forthis document to be valid. Page 1 of 1 ArIlliF 980 4151 Street Tel: (510) 420-8190 Oakland, CA 94608 FAX (510) 420-8186 e-mail: info@appmateng.com \Ir. Rick (ientr Pnti.-cl Numb•., i !2_-8( QUCKSCREWS INTERNATIONAL Spanish Tile Roof Hook July 25,2012 JulN 25- 2012 Mr. Rick Gentry Project Number 112448C Test setup and typical bracket bending at maximum load are provided in Appendix A- Based on the QUICKSCREWS INTERNATIONAL above tesdng. the avera m ge maximu tensile load of the Spanish tile hook attached to a _T'x4" Douglas 5830 Las Positas Road Fir rafter using=12 Quickscrew was determined to be 7 336 lbf. Livermore. CA 94551 3. Specific Gravity of A ood Subject: Spanish Tile Roof Hook (Part#STRH90) Laboratory Load Testing The specific gravity and moisture content of the lumber(rafter)were tested in accordance with AST?t'1 Dear Mr. Gentry: D'_395,Method A(oven-drv) and was determined to be 11-457 and 12.9"/o. respectively. As requested, Applied Materials&Engineering, Inc. (AME)has completed load-testing Spanish tile If you have any questions regarding the above- please do not hesitate to call the undersigned. roof hook(see Appendix A, Figure 1). The purpose of our testing was to evaluate the tensile and compressive load capacity of the Spanish tile roof hook attached to a 2"x4" Douglas Fir rafter using#12 Respectfully Submitted. Quickscrew(5/16"Ox 3" L T17 302 SS). "cc SAMPLE DESCRIPTION APPLIED MATERIALS & ENGINEERING, INC. Reviewed By: ", „• Mockup samples were delivered to our laboratory on July 6, 2012. Mockup configuration consisted of three 16"long rafters at 7"o.e.. screwed to I/2" OSB sheathing. The Spanish tile roof hook is attached `Y \ — through the OSB into the rafter with two fasteners. C�fw attune vat Armen T 'Irian- h,l)„P ` TEST PROCEDURES & RESULTS Laboraton Manager Principal 1.Compressive Load Test A total of three tests were conducted for compressive load capacity on July 14,2012 using a United �Q�O T� FyO Universal testing machine. Samples were rigidly attached to the testing machine and a compressive load m was applied to the hook. The samples were loaded in compression at a constant rate of axial deformation m of 0.09 in./min. without shock until the bracket was in contact with the OSB sheathing:. maximum y a gWll * W deflection at maximum load was recorded.Detailed results are provdded in Table I. Test setup and typical bracket bending at maximum load are provided in Appendix A. Based on the above testing,the srgTF average maximum compression load of the Spanish file roof hook attached to a 2"x4" Douglas Fir rafter or Cap F using#12 Quickscrew was determined to be 230 lbf. 2.Tensile Load Test UJ A total of three tests were conducted for tensile load capacity on July 14, 2012 using a United Universal = testing machine.Samples were rigidly attached to the testing machineto and a tensile load was applied to the hook. The samples were loaded in tension at a constant rate of axial deformation of 0.09 in./min. L)w wi a_out shock until the bracket was bent and the bolt began to pull out;to deflection at m maximum load was recorded. Detailed results are provided in Table II. tr w of L) U Q Page 1 of 8 Page 2 of 8a _ a