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PMT16-02215
City of Menifee Permit No.: PMT16-02215 29714 HAUN RD. 4ckCCEL/> MENIFEE,CA 92586 Type: Residential Electrical MENIFEE Date Issued: 07/25/2016 PERMIT Site Address: 28599 SUMMER LN, MENIFEE, CA 92584 Parcel Number: 372-421-001 Construction Cost: $19,000.00 Existing Use: Proposed Use: Description of INSTALL ROOF MOUNTED SOLAR PV SYSTEM 24 PANELS, 1 INVERTER 7.680 Work: Owner Contractor GRANT KUSH ELECTRICARE INC 28599 SUMMER LN 29980 TECHNOLOGY DR STE#1 MENIFEE,CA 92584 MURRIETA, CA 92563 Applicant Phone:9516969669 AARON COPADO License Number:778366 ELECTRICARE INC 29980 TECHNOLOGY DR STE#1 MURRIETA,CA 92563 Fee Description ,OIL Amount ISl Solar. Residential or Small Commercial 1 252.00 Building Permit Issuance 1 27.00 Additional Plan Review Electrical 158 157.50 GREEN FEE 1 1.00 SMIP RESIDENTIAL 1 3.00 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 caned 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_Bidg_Pernd_Template.rpt Page 1 of 1 CITY OF MENIFEE LICENSED DECLARATION property who builds or improves thereon,and who contracts for the projects with a licensed contractors)pursuant to the Contractors State License law). I hereby affirm under penalty of perjury that 1 am under provisions of Chapter9(commencing with section 7000)of Division 3 of the Business and ❑I am exempt from licensure under the Contractors State License Law for Professions Code and my license is in full force and effect. the following reason: License Class [-4ti Ucens Jo.77UCC By my signature below I acknowledge that,except for my personal residence Expires 6t_4%A1-017 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 o 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 applicatt'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.le i cis. ov calaw.html. Policy# Date ! o I have and will maintain workers compensation insurance,as required by �IrROPERTY OWNER ORAUTHORIZED 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 workers compensation Insurance carrierand 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 Carrier,J'4/-e_ .f-r-.M with all applicable city and county ordinances and state laws relating to building construction.I authorize representatives of this city or county to Policy# e?U3189 Expires A6'25�� enterthea cave identified property for inspection purposes. (This section need not to he completed is the permit is for one-hundred Date 1whe dollars($100)or less P OPERTY OWNER OR AUTHORIZED AGENT o I certify that in the performance of the work for which this permit is issued, 1 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 mpensation provisions of Section 3700 of the Labor Code,I shall fort hwit omply with those provisions. Will the applicant or future building occupant handle hazardous material or a r mixture containing a hazardous material equal to or greater that the Applicant Date 7 6�. amounts specified on the Hazardous Materials Information Guide? WARNING:FAILURE TO SECURE WORKER'S COMPENSATION COVERAGE 15 o Yes o No UNLAWFUL,AND SHALL SURIECT 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 IN SECTIONON 3 THE COST LABOR CODE,INTERDAMA D ATTOES AS RNEYS EYSFEES FOR Coast Air Quality Management District(SCAQMD)?See permitting checklist IN SECTION 3706 OF THE LABOR CODE,INTEREST,ANOATTCIRNEYS FEES for guidelines CONSTRUCNON LENDING AGENCY o Yes o No 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) o Yes o 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 Contractors License Law for the reason(s)indicated below by the California Health&Safety Code,Section 25505 and 25534 concerning checkmark(s)I have placed next to the applicable item(s)(Section 7091.5 hazards material reporting. Business and Professions Code).Any city or county that requires a permitto oYes No any Date 3..: issuance,als alter,improve, applicantsh frepairt to Me ,signets its PROPERTY OWNER OR AUTHORIZED AGENT issuance,also requires the applicant for the permitto file a signed statement that he or she is licensed pursuant to the provisions of the Contractors State EPA RENOVATION.REPAIR AND PAINTING fRRP) License Law(Chapter 9(commencing with Section 7000)of Division 3 of the The EPA Renovation,Repair and Painting(RAP)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 n for to be work that distuified firms and comply with than 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 o 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.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 o An EPA Lead-Safe Certified Renovator will be responsible far this project property who,through employees'or personal effort,builds or improves the P P 1 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. o No EPA Lead-Safe Certified Firm is required for this project because: o 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 RRP rule please fill out the RRP Acknowledgement. EsGil Corporation In Partnership with Government for Bui(ding Safety DATE: 07/20/16 �❑ APPLICANT Q,Jt<1S. JURISDICTION: City of Menifee ❑ PLAN REVIEWER ❑ FILE PLAN CHECK NO.: PMT16-02215 SET: I PROJECT ADDRESS: 28599 Summer Ln. PROJECT NAME: GRANT KUSH 7,600 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: ( (�) Fax #: Mail Telephone Fax In Person E-mail: ❑ REMARKS: By: Sergio Azuela Enclosures: EsGil Corporation ❑ GA ❑ EJ ❑ PC 07/14 9320 Chesapeake Drive, Suite 208 ♦ San Diego, California 92123 ♦ (858) 560-1468 ♦ Fax(858)560-1576 City of Menifee PMT16-02215 07/20/16 [DO NOT PAY— THIS IS NOT AN INVOICE] VALUATION AND PLAN CHECK FEE JURISDICTION: City of Menifee PLAN CHECK NO.: PMT16-02215 PREPARED BY: Sergio Azuela DATE: 07/20/16 BUILDING ADDRESS: 28599 Summer Ln. BUILDING OCCUPANCY: TYPE OF CONSTRUCTION: BUILDING AREA Valuation Reg. VALUE ($) PORTION ( Sq. Ft.) Multiplier Mod. Air Conditioning Fire Sprinklers TOTAL VALUE Jurisdiction Code mnt IManual Input Bldg. Permit Fee by Ordinance Plan Check Fee by Ordinance Type of Review: ❑ Complete Review ❑ Structural Only ❑Repetitive Fee ❑ Other Repeats E--� 11.5 Hrs. @ EsGil Fee $105.00 $157.50 Based on hourly rate Comments: 1 1/2 hours plan review. Sheet 1 of 1 macvalue.doc+ City of Menifee Permit No.: PMT16-02215 29714 HAUN RD. '( ACCEL/�1. MENIFEE, CA 92586 Type: Residential Electrical MENIFEE Date Issued: 07I25/2016 PERMIT Site Address: 28599 SUMMER UN, MENIFEE, CA 92584 Parcel Number: 372-421-001 Construction Cost: $19,000.00 Existing Use: Proposed Use: Description of INSTALL ROOF MOUNTED SOLAR PV SYSTEM 21 PANELS, 1 INVERTER,6.720 kW Work: REVISIONS APPROVED 8/19/16 Owner Contractor GRANT KUSH ELECTRICARE INC 28599 SUMMER LN 29980 TECHNOLOGY DR STE#1 MENIFEE, CA 92584 MURRIETA, CA 92563 Applicant Phone:9516969669 AARON COPADO License Number:778366 ELECTRICARE INC 29980 TECHNOLOGY DR STE#1 MURRIETA, CA 92563 Fee Description OQtt Amount Solar, Residential or Small Commercial 1 252.00 Building Permit Issuance 1 27.00 Additional Plan Review Electrical 158 157.50 Additional Plan Review Electrical 158 157.50 GREEN FEE 1 1.00 SMIP RESIDENTIAL 1 3.00 General Plan Maintenance Fee-Electrical 1 12.60 $610.60 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_Perrnil_Template.rpt Page 1 of 1 CITY OF MENIFEE LICENSED DECLARATION property who builds or improves thereon,and who contracts for the projects with a licensed contractor(s)pursuant to the Contractors State License Law). I hereby affirm under penalty of perjury that I am under provisions of Chapter9(commencing with section 7000)of Division 3 of the Business and D I am exempt from licensure under the Contractors State License Law for Professions Code and my license is in full force and effect. the following reason: License Class License No. `7`IS33(ofo gy my signature below lacknowledge that,except for my personal residence Expires 3 rl 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 1 WORKER'S COMPENSATION DECLAM O 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 tabor Code,for the performance of work for which wwwleRinfo.ca.gov/calaw.html. this permit is issued. Policy# I U3--I Date PROPERTY OWNER OR AUTHORIZED AGENT �Qhave and will maintain workers compensation insurance,as required by section 3700 of the Labor Code,for the performance of the work for which u By my signature below I certify to each of the following:I am the property this permit is issued.My workers 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 Carrier C G�Orr P+�+�^-J try Ir3SU`2+'t+D C.� �`�r'a with all applicable city and county ordinances and state laws relating to building construction.I authorize representatives of this city or county to Policy# l9lo3-IS-1 Expires f2125I 'ZoLy 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 u 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# 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 mixture containing a hazardous material equal to crgreater that the Applicant Date amounts specified on the Hazardous Materials Information Guide? WARNING:FAILURE TO SECURE WORKER'S COMPENSATION COVERAGE IS ❑Yes NNo UNLAWFUL,AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES WIII the intended use of the building by the applicant or future building AND CIVIL FINES UP TO ONE HUNDRED THOUSAND DOLLARS($10D,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 oyes )RNo 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) ayes %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&Safety Code,Section 25505 and 25534 concerning Contractors License Law for the reason(s)indicated below by the hazardous material rep rting. checkmark(s)I have placed next to the applicable item(s)(Section 7031.5 Dyes q N Business and Professions Code).Any city or county that requires a permit to Date " 2-01 construct,alter,improve,demolish or repair any structure,prior to its p WNER 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 E R OVATION,REPAIRAND PAINTING(RRPI License Law(Chapter 9(commencing with Section 700D)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 ❑1,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.¢ov/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 D 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. o No EPA Lead-Safe Certified Firm is required for this project because: o 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 RRP rule please fill out the RRP Acknowledgement. EsGil Corporation In Partnership with Government for Building safety DATE: 08/19/16 ❑/APPLICANT M JURIS. JURISDICTION: City of Menifee ❑ PLAN REVIEWER ❑ FILE PLAN CHECK NO.: PMT16-02215.revI SET: I PROJECT ADDRESS: 28599 Summer Ln. PROJECT NAME: GRANT KUSH 7,600 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: Fax #: Mail Telephone Fax In Person E-mail: ❑ REMARKS: By: Morteza Beheshti Enclosures: EsGil Corporation ❑ GA ❑ EJ ❑ PC 8/11 9320 Chesapeake Drive, Suite 208 ♦ San Diego,California 92123 ♦ (858)560-1468 ♦ Fax(858)560-1576 City of Menifee PMT16-02215.revI 08/19/16 ADO NOT PAY- THIS IS NOT AN INVOICE] VALUATION AND PLAN CHECK FEE JURISDICTION: City of Menifee PLAN CHECK NO.: PMT16-02215.revI PREPARED BY: Morteza Beheshti DATE: 08/19/16 BUILDING ADDRESS: 28599 Summer Ln. BUILDING OCCUPANCY: TYPE OF CONSTRUCTION: BUILDING AREA Valuation Reg. VALUE ($) PORTION ( Sq. Ft.) Multiplier Mod. Air Conditioning Fire Sprinklers TOTAL VALUE Jurisdiction Code 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. @ EsGiI Fee $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 ofMenifee Building & Safety Dept. JUL 13 2016 Received ROOF EVALUATION FOR PV INSTALLATION Building Department Submittal oQ�pFESS/ON9� �Q EEN p9�FG w No.7d 1 2016 a ci Address: h Grant 28599 Summar Lane Menifee, CA Phone 949.295.7943 1 1931 Newport Blvd, Costa Mesa, CA 92627 Kush Grant Page 1 of 9 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 truss at 24"o.c,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 A"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 uand Connection method. Structural Calculations: P. Structural Assessment and Conclusion: s<, 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 e from the PV Panels. lw+� 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 Kush Grant Page 2 of 9 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 hales 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 Kush Grant Page 3 of 9 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(psf) (Ex)Undedayment 1.0 (Ex)riles 10.0 (Ex)(1) 1/2"plywood 1.6 (Ex)Truss Framing' 3.0 (Ex)Insulation 1.0 (Ex)Mach/Misc. 1.0 (Ex)Gyp Board 2.8 20.4 psf LL=20 psf reducable+Mech'I Units For Gravity Design Dead Load 20.4 Say 21 psf Seismic DL(psf) Partitions and Exterior Walls 16.0 36.4 Say 37 psf Notes: 1.Existing Framing a.(Ex)Truss Framing=3.0 psf %Increase In Dead Load on the Existing Roof (Ex)Roof Area (Ex)Roof Wt (N)Add Roof %Increase in Remarks sq ft psf Load(9s) Roof D.L 3500 21 1320 1.80% <5%,Hence OK %Increase in Mass on the Existing Roof (Ex)Roof Area (Ex)Roof Wt I (N)Add Roof %Increase in Remarks sq ft psf Load(Xs) Roof D.L 3500 1 37 1320 1.02% 1 <10%,Hence OK Kush Grant Page 4 of 9 Dass Structural Engineers 1931 Newport Blvd,Costa Mesa,Califomia,92627 Email:dms.structural@gmail.com,Mobile No-9492957943 Wind Design per ASCE 7-10 Data: Exposure= C Wind speed V 130 mph(ultimate) 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 6 sw x= 66256 ft .I iup z= 1000.4 ft 67y1 _N•r�h = a _ f lRF�aE�61 HILh= 0.27 Hence K1= 0 - - xlLh= 2.00 Hence K2= 0 z/Lh= 0.03 Hence K3= 0 ESCARPMENT Kzt=(1+KIK2K3)2 Kzt-- tao Top r.fhie M.Mplkm rm E. ftC K.Mu K MMO K M lul. xA x-g S.M Vl. 2-p Atl tll. LM AM Ya RWp Eaorp. AWIm Ekalp MIM1ae RMp Ea AMMO Hm Cam m ll 0 ON 0.17 1 021 1 00f1 Itll Im O00 im I.00 IAO 0 036 all 624 030 OM 06] n3 0.10 0.14 M72 0.67 OM OAJ 0.26 032 Lm 013 013 030 035 0.61 a's 033 031 030 MJf 130 0.6J Om O30 0.41 1147 030 wb .,a ou 0.42 Sm am" O.m w40 O.M OJ] OM OA} 0.65 us oA] L" M]B U.W 030 031 036 0.1a 0.}D 0.II 0.0 933 J.m O.n Om OM Mill OM 0W 3! 0.13 0.m O.M MU 0.17 MOt 4.m 0.m 0m 0M OEM` 0.14 ow a." am 0.11 0,93 I.m 0.0 0 W 0.01 130 00, so OW zm wm m 9.m N.r.n 1. F.IA-f164 vl.mJ aM1.a6erlbn qwe aM1o.n M1nev inkap�krxin hpanNOM 2 Fa W4>0}.wvM 164=03 f- -d i,K.sd,mnime211 lm L.h.,ak"K,W K,. J. MuMpMn em bmM an lk a•vmgiav Lm xjM vwleacl2+We 6Jla ekvpnKmalone Oe Jim afw omnabpc 4. Nwtlwa N:NepM1r o(M1JI m e,rvmnu rtkn.e m Le uprlM krrYn m fm Innknf L OvmeupwmlofineN lo.6ec US LIT ci0 poied<k.a.im hNttOk M1ciyM of 611 s eaynurA m,k f1 lvelnQ K�: Facmam.pcaly fm .pe aM®®vn gee0.p elMrt K,: m sp l 1 manmm fm�Mutinn in Wkc wM LaarceMmM m6wmiM of oec KI: facYwlo snwrc ur rtOuclmnxJupilN bglu a6o`e bulkmin f}vun<c(Iq.iM ar doxmiMl fmn llr e]c+6 m 0c wilan4,iu.�n fat Imncnl IIn6M a!o`e Lul pv+J kwl.m Rvl hkn4 µ Naimmal an«u.Mn knpr p IIei6M anmenum Luvr. q=0.00256K]KAV21 q= 13.50 pet Wrictorce Estimation for Mono Slop roof per fig 6-18A ASCE 7-10 Gust Factor G= 0.85 Rigid Structure Kush Grant Page 5 of 9 Dass Structural Engineers 1931 Newport Blvd,Costa Mesa,California,92627 Email:dass.structural@gmail.com,Mobile No-9492957943 Component Forces per ASCE 7-10 Q -2.0 an a cx 0 U OO w 1 70 al >0 tOD an lOO IG09 wl IM" MPA Ia4 IMR"I Input Data: 819*s Wind Ara,R a{m°) Roof Angle= 45 Degres Joist/Truss Spacing 24 in JoisVTruss Trib Span 17 ft ROOF COMPONENT WND PRESSURES: VERTICAL FORCES GCPi« 0.18 Fig 26.11-1 ASCE 7-10 GCPi_ -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 7 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 263lbs Demand Bolt Shear 96 Ibs Kush Grant Page 6 of 9 Dass Structural Engineers 1931 Newport Blvd,Costa Mesa,Califomia,92627 Email:dass.strucutral@gmail.com,Mobile No-9492957943 Seismic Forces per Chapter 13, ASCE 7-10 l@/ h Fr.•po1 I Wraj 1..K m4n w nerin Ilvn Fr= I.4S.Ir"'r I W-1) azd Fr ehdl as hp-1 .kes dvn F, alv"Ir Wr Ili 1.11 Input Data: Sds= 2.446 g's ap= 1 RP= 2.5 z/h= 1 Trib Area= 16.50 sf per bolt Trib Mass= 2.8 psf Wp= 46 Ibs per bolt Fp= 54 Ibs per bolt(Ultimate) Kush Grant Page 7 of 9 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 NDS 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:5116"Lag Screw w/2.25'minimum penetration Kush Grant Page 8 of 9 S3: ae FREE PeR A" Euf�vfNx6 n'ac &"Y W $ � EGA YRS_=RR3_RRRS$i�SY�F.R�g.�:$$$S9.YSRe$� �..4 r6 �;� n aE$$°ssaGGgs RRsx sRg'paaew $Ry£a:e�_ - 5 A� m y 3 0 +E`a RS S389R _RRBR�%R3�t�3e�_«RRIIeRa B� *€$,�` � AMI as$SsssR$R 5R«$R�xRRRR?S'sx RRR@sk,f3Esk@y 'a oa �°� u� 4E_R$$s €$^�`a3"c?#$$$� R$:- sa$R,A,se R. t_ e a °f E L P*Nf AG A E g�R'e`B OE �' °°° aE$EWE -AFWx.R°`«$�&3ia�g«&R:r'zxA�fat. s � � � E .m. o s .} �a?x"a3'"s-�$3�s$3$$xfi'9:$4�§ei�:"'ski'.9 R ° 4E$99 RARR 3o g 4ES$?3$E5 3A9E EEx4 A8mg R$R R b:L$gae5`a mt �v. < N o irm � m u aE$RSR«=R«G�RR«« eRk R:F'a�R&«:�a3R5�o•".'€e� 3Rb�s tser y+ER$S:RBRAG$$RRPB$GR.E �: 86'.^'. YR3F9a&i ' aE@k Y aaef-^ N e 3v-�x AY � c aaSa� aaSa aq.aS 3a9RSSRe^3`-a'.z=SAS- etQ O _ see } 44 qg wt N QQ A „ m qq m 96U i a i ry pp9 �O [IE 3 V,a6l e K Y9 S O 6` �� P'r C.�V bYl of-. PrlPPNPQ � MM � Iq �3EerV o ay e m .e e9 io0 �_e M r nh w Nr —.rN M ' eaa�.r� & r 'c1n" n 4 iS 'mQ' v�+mm,•� M.»� peg a Ge er o W �Y'EY m ffio „-_ Mm mymr rr.„�Mmge � c m a $ gg® ^ YG �C �„ meO NMrOm � ammq ^ a ^m3 U W _c G �• � e'.��o _ C '.� i.�. \'� � 'd K m F-i�. eY. +Mi r N N N �'C'I N [� t7` .:a E 1�1 pp C - P .R+1 m N M y N - N NO mM E ,yp V� O -r m a ry 3 � � � N CCOI ,m,1 M M !^. M M N N N N N N N N _ �'�tac- §�3 f 3� K50q'qh -�J ; �� M . ^ SPM fINNNNN NNN � ® ��d.S L' S y tl s.9y4ONMN a :o Av� Aa� eOyNp c fp v CS= v u'S qtl i q C h 4 Q O a m N N A N fV N N ^ S Li �S C9.2i m^p ^ S J GQ O G v y > V � - qrO nV PMC _ VI-NMr New ® m � e�� m�'y L S Se � M MMfIN � NNry ^ J _ a.58cE �Nmg o u= a f��p c c "¢n q Fs fye`$ 00 o eoa o e cocooc o oec ooe � Kush Grant Pao a e 9 of 9 PROJECT INFORMATION PLAN SET LEGEND ABBREVIATIONS VICINITY MAP PROJECT INFO MAIN SERVICE PANEL & c N MSP 24 X 320 W LG SOLAR LG320N1C-G4 (E) EXISTING SunridgeCt SunridgeCt SUB SUB SERVICE PANEL A 50 (N) NEW 0 Day&Night DJ Service ROOF MOUNTED SOLAR x PHOTOVOLTAIC MODULES AC AC DISCONNECT EXT EXTERIOR ttio woad Way 1 X 7600 W Solaredge SE7600A-US(240V) DC I DC DISCONNECT INT INTERIOR 3 CMS�Ln gagI ECT ITE SOLAR LOAD CENTER EMT ELECTRICAL METALLIC TUBING a 24 X 400 W Solaredge P1300 Power SLC Optimizer MONITORING METER RMT RIGID METALLIC TUBING SYSTEM ARRAYRIEA: 424 0 SF W DC STC VOC VOLTAGE OPEN CIRCUIT a 9`y�n^CN a AHJ: CITY OF MENIFEE INV INVERTER VMP VOLTAGE AT MAX. POWER B APN: 372-421-001 JB JUNCTION BOX Craig Ave Craig Ave ISC SHORT CIRCUIT CURRENT GRANT KUSH 28599 SUMMER LANE CB COMBINER BOX IMP CURRENT AT MAX. POWER MENIFEE, CA 92584 , o�c< grant.kush@gmail.com FMC FLEXIBLE METALLIC NTS NOT TO SCALE CONDUIT 9 Pierro AHJ NOTES 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-1A SITE PLAN, HOUSE PHOTO m� 2013 CA BUILDING CODE OCCUPANCY: R-3 PV-2 ROOF PLAN ' v CONSTRUCTION TYPE:VB 2013 CA RESIDENTIAL CODE PV-2A ATTACHMENT DETAILS 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 CALCS SMOKE ALARMS AND CARBON MONOXIDE ALARMS MUST BE 2013 CA GREEN CODE PV-4 ELECTRICAL CALCULATIONS O INSTALLED PER THE 2013 CALIFORNIA RESIDENTIAL CODE AND 2013 CA PLUMBING CODE VERIFIED PRIOR TO FINAL INSPECTION APPROVAL. 2013 CA ENERGY CODE City of Menifee NO BUILDING, PLUMBING OR MECHANICAL VENTS TO BE COVERED OR Building & Safety Dept. OBSTRUCTED BY SOLAR MODULES. 2013 CA FIRE CODE AIR CONDITIONING, MECHANICAL EQUIPMENT AND TRASH ENCLOSURES SHALL BE SCREENED FROM THE PUBLIC RIGHT-OF-WAY JUL 13 2016 WITH SUITABLE PLANTINGS. NOT INSTALL INVERTER WHERE IT COULD BE EXPOSED DIRECT SUNLIGHT Receive„{SUNLIGHT TO AVOID UNWANTED POWER REDUCTION DUE TOO l.1 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 711=16 RESULT,THE NVERTER REDUCES ITS POWER OUTPUT IN ORDER TO fir ELECTRICARE GRANT KUSH PROJECT REMAIN WITHIN OPERATING LIMITS. INFORMAT1oN awe 28599 SUMMER LANE �: CSLB 78366 (C-10) MENIFEE, CA 92584 PV_1 (215)-837-1049 ^A SITE PLAN SCALE: 1":15'-0" HOUSE PHOTO SCALE: N.T.S. SUMMER LANE ARRAY LOCATION 65'-9" _ — --FL R - I FIRE ACCESS POINT FIRE ACCESS POINT DRIVEWAY I (E) LOCKABLE GATE , . I SP -b SO SA SO _ _ o INV � . , 24 SOLAR MODULES I rnsP SIZE IS AN n ° ° (E)200 A 2 12'-3" o (E) ONE-STORY 24 I 2 2 HOUSE 9, 2„ I TOTAL#OF PANE'_S 2 2 2 2 I p. A OPTIMIZER° 1 LOCATED AT EACH PANEL 0 '�. 2 1 1 , 1 1 I 2 2 1 1 1 1 I O I 0 2 2 r 6„ 1 1 1 I I N I I I (E) POOL N — — — — — — — — DATE: Solar Photovoltaic System 7/12016 8" EleclflCare GRANT KUSH SITE PLAN.HOUSE 88'-5 � ELECTRICARE PHOTO 2999oTa ")m.,sane 12 M.Mc.'ugnv 28599 SUMMER LANE • PM1are:'95 69M CSLB 778366 (C-10) PROVIDE S WORKING CLEARANCES AROUND SERVICE METER MAIN,AC DISCONNECT, INVERTERS AND DC DISCONNECT. x _ MENIFEE, CA 92584 pV-1A ALL CONDUIT TO BE PAINTED SAME COLOR AS MOUNTING SURFACE. •°••^•°•` " "°NO BUILDING, PLUMBING OR MECHANICAL VENTS TO BE COVERED OR OBSTRUCTED BY SOLAR MODULES. (215)-837-1049 ROOF PLAN SCALE: 1":10'-0" ARRAY AND ROOF INFO N R# 1 PITCH AZIMUTH MATERIAL SP SQ,FI' ARRAY SQ.Ff TRUSS SPECS ROOF AREA MSP SIZE IS AN 19 265 CONC."S"TILE 1171 124 2X4@24 O.C. 10.5% (E)200 A 1'-2" 6cg s'-B" 6'-B" s'-B" R# 2 PITCH AZIMUTH MATERIAL SP SQ.FT ARRAY SQ.FF TRUSS SPECS ROOF AREA 19 175 CONC."S"TILE 751 300 2X4@ 24 O.C. 39.9% ATTACHMENT POINTS: I 72" O.C. MAX i i i SP o zo MICROINVERTER I LOCATED AT EACH i ® AC 4 PANEL I INV I I I I I I I I r I 6� I I I fV I I I I I I I EXT.WALL I I I cono (E) CHIMNEY R1 (E) PLUMBING t [CCOC OC OGC C VENT c o e c o c c I o o n I I 1 , c FLAT ROOF)V NT ;------+-- --b-----� � �---- MODULE TYPE, DIMENSIONS & WEIGHT " (rc u< e o(cc of o -r -- ---� ---- I N INTERIOR TRUSS ( DIAGONAL,TYP —r --�—r-•------T ----- 1 o . (E) ROOF --- --r-- + --r-----1------ FRAMING, SEE ROOF INFO I • • ro A'� PANEL TYPE: LG.SOLAR LG320NlC-G4 ARRAY 1 I + �' �_ 37 lb I � �----- , v--1 I PANEL WEIGHT: 7 SOLAR MODULES JB o 9• 10 ATTACHMENTS R2 I 0 PANEL DIMENSIONS: 39.37 X 64.57 " @ 72"O.C. MAX. j It, i O`�' I coI I , I PANEL AREA: 17.65 SF (E) CHIMNEY --- - 1 UNIT WEIGHT OF PANELS: 37/17.65 = 2.10 PSF j� O 1 + ^• o m INVERTER R RACKING: 0.23 PSF • dB i I AREA PER ATTACHMENT: 6'X2.33 = 14.0 SF -- --- -- --- -------4 -1----r --- ---- 6' „1 I + WEIGHT PER ATTACHMENT: 14X2.7 = 37.8 LB I o b I 1 T ' ry m ----- -- —� — — — I— ----- -- N Q�OFESS/Oy9l EEN 3/4"EMT CONDUIT, \��`OQ�g� p9�Fz TO RUN ON ROOF No,74200 m z ARRAY 2 AND UNDER EAVES * DATE: 17 SOLAR MODULES hotovoltaic System 3B ATTACHMENTS 711/2016 @ 72"O.C. MAX. 9 CI V1 GRANT KUSH ROOF PLAN FF EIeCMCare ELECTRICARE 19990 hC 9J5 0R+4 Wft« 28599 SUMMER LANE Mu" Tf . 6l pl (95� %9669 CSLB 78366 (C-1o) PROVIDE a WORKING CLEARANCES AROUND SERVICE METER MAIN,AC DISCONNECT, INVERTERS AND DC DISCONNECT. X MENIFEE, CA 92584 Pv-Z ALL CONDUIT TO BE PAINTED SAME COLOR AS MOUNTING SURFACE. (215)-837-1049 NO BUILDING, PLUMBING OR MECHANICAL VENTS TO BE COVERED OR OBSTRUCTED BY SOLAR MODULES. ATTACHMENT DETAIL SCALE: 1/2" = r-0" SWH RAILS PV MODULES MATCH (E) ROOF SLOPE ALUMINUM "L" BRACKET W/ 3/8" BOLT AND NUT (E) ROOF FRAMING, SEE ROOF INFO (N) SWH TILE STRUT ATTACHMENTS 5/16" STAINLESS STEEL LAG BOLT MIN. 2.5" PENETRATION SEALED W/ ° a M1 SEALANT `°° ° °O o ° c o0 000 or_° o c n 0 0 0 EQUIPMENT ELEVATION DETAIL SCALE: h.Ts. EAST WALL EXISTING EXISTING GATE GARAGE NEW SOLAREDGE F- — EXISTING 200A I200A MAIN DOOR SE7600A-US(240V) BREAKER 1201240V 10 3W INVERTER I UNDERGROUND MAIN SERVICE PANEL& METER i i0 O O NEW 60A AC I - DISCONNECT Gas oQ�OFESS/ay,� 3 3' ���QQgyEEN p9�F2 AS METER EASEMENT w No.74200 � z DATE: 9 IVk( tovoltaic System 7/i/2018 Ffydl� rB ELECTRICARE RANT KUSH ATTACHMENT DETAILS 28599 SUMMER LANE U CSL C6L8 /) 83fi6 (C-10) X _ MENIFEE, CA 92584 PV-2A (215)-837-1049 7.680kW SOLAR ARRAY MAX PV VOLTAGE&CURRENT CALCS: LG SOLAR LG320N1C-G4 320W RECORD LOW TEMP('C):(PER ASHRAE HANDBOOK) -2 Vmp=33.6V Vow 40.9V 24 LG SOLAR 320W MODULES TOTAL TEMP COEFFICIENT(VOC)PER MANUFACTURER: -0.31 %/C Ism 10.05A Imp=9.53A VOLTAGE CORRECTION: 1 CEC PTC POWER=298.7W STRINGS CONNECTED IN PARALLEL VCorrection X Voptm SOLAREDGE SE7600A-US(240V)(240V)INVERTER 120%RULE 1 MAX DC VOLTAGE:500V BUS BAR MAIN BREAKER ALLOWED MAX 350 = 378 V DC VOLTAGE INPUT RANGE:200.500V @ 240V PV OCPD PEAK POWER TRACKING VOLTAGE:250-480V @ 240V 200 200 40 OUTPUT FROM POWER OPTIMIZER PER STRING: 12.8 V AC NOMINAL VOLTAGE/RANGE:211-264V @ 240V 1.0 X Iopt 1.0 • 12.8 = 12.8 V MAX AC OUTPUT CURRENT: CEC WEIGHTED EFFICIENCY::97 97.5°h @ 240V SOLAREDGE POWER OPTIMIZER P400(240V) MAX DC VOLTAGE:80V DC VOLTAGE INPUT RANGE:8-80V @ 240V PEAK POWER TRACKING VOLTAGE:8-80V @ 240V TO UTILITY GRID (E)200 A MAIN SERVICE AC NOMINAL VOLTAGE/RANGE:5-60 @ 240 DISCONNECT MAX AC OUTPUT CURRENT: 15A CEC WEIGHTED EFFICIENCY:98.8%@ 240V BI-DIRECTIONAL O UTILITY METER 3 ELECTRICAL EQUIPMENT CALLOUTS < (E)200 A MAIN C B JUNCTION BOX SERVICE 2 12 MODULES IN SERIES STRING 1 600 V,NEMA 3R W/ PANEL - NPPr 1 - W/12 POWER OPTIMIZERS TILT:19' EUROSTRIP OR POLARIS IT CONNECTORS AZIMUTH:175° ' 1 PH, 120/24OV, JB I " 3W t 2° t © 7.6kW INVERTER UNGROUNDED ti MPPT 2 -------- - ----- --- -- -- ---- 7 MODULES IN SERIES SOLAREDGE SE760OA-US(24OV)(240V) NOT CENTER I 5 MODULES IN SERIES W/7 POWER OPTIMIZERS 2-POLE 40A PV BREAKER, -- W/5 POWER OPTIMIZERS - INVERTER 240 VAC,32A NEMA 3R,UL LISTED, ; FED BACKFED ❑A ❑A STRING 2 (WITH INTEGRATED DC DISCONNECT) < < BOND TO STRING 2 TILT: IT EXISTING LIFER - TILT: 19° AZIMUTH:265° © AC DISCONNECT = AZIMUTH:175° 240 VAC,60A NEMA 3R,UL LISTED PV BREAKER IS TO BE LOCATED AT 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 IHORT CIRCUIT NEC [=W7 GROUND GROUND OCPD CHECK (CARRY GAUGE LENGTH RATING: LOCATION WIRETEMP AMP CPIEN3101RTable 750C RATING #F WIIRES(DCROR RRENT(OUT AC UT 690.8(A) SIZE TYPE CURRENT) (AWG) (FEET) 310.15(B)(2)(a): 1 NONE 2 10 PV WIRE 15 90°C ROOF 64 40 X 0.65 X 1 = 26 35 1 X 12.80 X 1 X 1 = 12.8 7i6 SBC NONE 2 3/4"EMT 4 10 THWN-2 60 90°C ROOF 64 40 X 0.65 X 0.8 = 20.8 35 1 X 12.80 X 1 X 1 = 12.8 #8 THWN-2 NONE 2a 3/4"EMT 2 10 THWN-2 25 90°C ROOF 64 40 X 0.55 X 1 = 26 35 1 X 12.80 X 1 X 1 = 12.8 #8 THWN-2 NONE 3 3/4"EMT 3 8 THWN-2 10 90°C WALL 42 55 X 0.87 X 1 = 47.85 50 1 X 32.00 X 1.25 X 1 = 40 #8 THWN-2 40A 2P DATE: AMBIENTTEMPERATURE SPECS Solar Photovoltaic System 7/12016 LOW MEAN TEMP MFR VOLTAGE LINE TEMP COEFFlCIENT VOLTAGE LOW HIGH AMBIENT CONDUITHEIGHT ROOFTOP ADDEDTEMP PER E(@/,'(�C$/@ GRANT KUSH ELECTRICAL PERASHRAE ELECTRICARE DIAGRAM HANDBOOK °C TEMP.CO RR. °C TEMP C InI Table 310.15BI30 C ADIUSTEDTEMP TEMPCORRELTION 1559aa er maeD RooF z 42 a5-3.5 22 64 .65 R.°k ', qmS 28599 SUMMER LANE -0.31 1.OB 42 N/A 0 42 .87 R7(0 b9"bc9 WALL -2 C5L8 778366 (C-10) MENIFEE, CA 92584 PV-3 ELECTRICAL SINGLE LINE DIAGRAM (215)-837-1049 rVORING. AL NOTES MATERIAL LIST REPER SINGLE LINE.. 24 LG SOLAR LG320N1C-G4MODULE MBINER/JUNCTION BOX PROVIDES TRANSITION FROM ARRAY WIRING TO CONDUIT 1 SOLAREDGE SE760OA-US (240V) INVERTER OUND ELECTRODE SYSTEM FROM INVERTER TO EXISTING MAIN SERVICE GROUND 24 SOLAREDGE P400 POWER OPTIMIZER ELER N.E.C.250.58. 4. ALL GROUND CONNECTED TO MAIN SERVICE GROUND IN MAIN SERVICE PANEL. 48 TILE STRUT ATTACHMENT 5. CONNECTORS SHALL BE POLARIS OR EUROSTRIP IT CONNECTORS. 1937" SHW RAIL 6. INVERTER SHALL BE PER SINGLE LINE,SEE ATTACHED CUT SHEET. 7. AC DISCONNECT SHALL BE PER SINGLE LINE. 28 MIDCLAMP 8. EQUIPMENT GROUNDING CONDUCTORS ON AC AND DC SIDE SIZED ACCORDING TO NEC 690. 40 ENDCLAMP 9. ALL CONDUCTORS SHALL BE 600V,90C STANDARD COPPER. ALL CONDUCTORS IN CONDUIT SHALL BE THWN-2. 110' 3/4" EMT CONDUIT 10. MAXIMUM DC VOLTAGE DROP SHALL BE 1.5°h 11. ALL CONDUCTORS SHALL BE IN CONDUIT UNLESS OTHERWISE NOTED. 1 60A AC DISCONNECT 12. ALL WORK TO COMPLY WITH 2O13 CALIFORNIA ELECTRIC CODE,2013 CALIFORNIA BUILDING CODE 3 JUNCTION BOX WITH CONNECTORS 13. EXACT CONDUIT RUN LOCATIONS SUBJECT TO CHANGE. 14. 3.0 PSF MAX(.5 PSF FROM RACKING,2.5 PSF FROM MODULES)DEAD LOAD CONTRIBUTED FROM SOLAR 1 2-POLE 40A BREAKER ARRAY. 15.CONDUCTORS ON ROOF ARE TO BE 1/2"TO 3"OFF OF THE ROOF SURFACE. 16.GEC TO BE CONNECTED TO EXISTING UFER. IF LIFER IS NOT PRESENT THEN A NEW GROUND ROD WILL r Goo BE ADDED FOR GROUNDNG PURPOSES. L r c(n c. RACKING&MODULES ARE GROUNDED VIA CONTINUOUS#6AWG COPPER CONDUCTOR CONNECTED W/ WEEBS.MODULES ARE FACTORY PROVIDED W/2 THREADED HOLES TO FACILITATE LANDING OF THE LUGS ( c o 0 0 0 0 ccccc DC SIDE OF ARRAY IS UNGROUNDED AND THEREFORE GEC IS NOT REQUIRED. c- ALL EQUIPMENT SHALL BE PROPERLY GROUNDED AND BONDED IN ACCORDANCE WITH ARTICLE 250. ` ` ( ` 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) ( (oLo , uc°ocn L L crcc cool c e ADDITIONAL AHJ REQUIRED ELECTRICAL NOTES BUS OR CONDUCTOR RATING: NEC 690.64(8)(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". WIRE TYPE SHALL BE 90 DEGREE C WET AND CONTINUOUS RATED. ALL PV EQUIPMENT SHALL BE LISTED BY A RECOGNIZED TESTED LAB.PROVIDE 3'WORKING CLEARANCES AROUND DATE: SERVICE METER MAIN,AC DISCONNECT, INVERTERS AND DC DISCONNECT. FOR INVERTER SYSTEMS: PER Solar Photovoltaic System Tnrzois TECHNICAL MANUAL: INSTALLATION TO BE CARRIED OUT WITH EQUIPMENT DISCONNECTED FROM THE GRID AND PV PANELS SHADED OR ISOLATED(APPLIES TO ALL INVERTERS). SHADE STRUCTURE TO BE INSTALLED THAT FULLY �CC611�/B ELECTRICARE GRANT KUSH ELECo IDD CAL ES, SHADES THE INVERTER ALL DAY AND MEETS VENTING REQUIREMENTS PER THE INVERTER MANUFACTURER x9990 . Droo ft1x 28599 SUMMER LANE INSTALLATION . PV ARRAYS ARE FLOATING WITH RESPECT TO GROUND. CSL9 issi 8 6 - 366 (C-10 X MENIFEE, CA 92584 PV-3A (215)-837-1049 PROVIDE A PLACARD WITH THE FOLLOWING PHOTOVOLTAIC POWER SOURCE SHALL BE LABELED WITH THE 9 PLAQUE TO BE INSTALLED ON THE FACE OF THE WORDING IN a' HIGH LETTERING PER NEC 690.17. FOLLOWING WARNING AT EACH JUNCTION BOX, COMBINER BOX, SERVICE METER PANEL: DISCONNECT,AND DEVICE WHERE ENERGIZED, UNGROUNDED CAUTION WARNING CIRCUITS MAY BE EXPOSED DURING SERVICE PER NEC690.35(F) 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 [i]THE FOLLOWING SIGNAGE MUST HAVE A MINIMUM OF ENERGIZED. EQUIPMENT AT a 3 8" HIGH LETTERING, IN ARIAL FONT(NON-BOLD), WITH CAPITAL LETTERS, WHITE ON RED BACKGROUND © LABEL FOR SOLAR AC DISCONNECT: ®]� —METER AND MAIN AND ON A REFLECTIVE, WEATHER RESISTANT MATERIAL. "SOLAR AC DISCONNECT' � c SERVICE 3 AT THE MAIN SERVICE DISCONNECT PROVIDE A SIGN M WITH THE FOLLOWING WORDING: 5 CAUTION: ❑7. — ATM AC DISCONNECT PROVIDE WARNING LABEL AT THE UTILITY m ICON CT SOLAR ELECTRIC SYSTEM CONNECTED INTERACTIVE INVERTER OR GROUND FAULT —DC DISCONNECT INDICATOR STATING: —INVERTER THE SIGN SHOULD BE PLACED ON THE OUTSIDE COVER FWARNING ELECTRICAL SHOCK HAZARD. IF A IF THE MAIN SERVICE DISCONNECT IS OPERABLE WITH GROUND FAULT IS INDICATED,NORMALLY THE SERVICE PANEL CLOSED GROUNDED CONDUCTORS MAY BE 11 LABEL FOR SOLAR DC DISCONNECT: UNDERGROUNDED AND ENERGIZED. 3 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 SE7600A-US (240V) (240V) INVCRT'ER WORDING: , PV SYSTEM DISCONNECT WARNING:PHOTOVOLTAIC POWER SOURCE FFOR UTILITY OPERATION "GRID-TIED PHOTOVOLTAIC POWER SOURCE" OPERATING CURRENT= 19.06 A MARKING SHALL BE REFLECTIVE AND OPERATING VOLTAGE= 350.00 V " PLACED EVERY 10 FEET AT TURNS 19.ITO BE INSTALLED ON THE FACE OF THE MAX SYSTEM VOLTAGE= 378.00 V AND ABOVE AND/OR BELOW PENETRATIONS AND AT RVICE METER PANEL: MAX SYSTEM CURRENT= 25.13 A ALL PV COMBINER AND JUNCTION BOXES. MAX INVERTER OUTPUT= 7.60 kW, 32A,240VAC PLAQUES SHALL BE METAL OR PLASTIC WITH ENGRAVED CAUTION: OR MACHINE PRINTED LETTERS, OR ELECTRO-PHOTO POWER TO THIS BUILDING IS ALSO SUPPLIED FROM PLATING, IN A CONTRASTING COLOR TO THE PLAQUE. THE FOLLOWING SOURCES WITH DISCONNECT PLAQUE SHALL BE ATTACHED TO THE SERVICE EQUIPMENT LOCATED AS SHOWN WITH POP-RIVETS OR SCREWS. ANY PHOTOVOLTAIC DC CONDUCTORS ENTERING THE BUILDING SHALL BE INSTALLED IN A METALLIC RACEWAY AND SHALL ALSO HAVE LABEL IDENTIFIED 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 17IM2016 RCURRENT DEVICES IN CIRCUITS SUPPLYING POWER TO A Solar Photovoltaic SystemBUSBAR FROM MULTIPLE SOURCES SHALL BE MARKED TO ElecblCaleGRANT KUSH INDICATE THE PRESENCE OF ALL SOURCES. ELECTRICARE LOCATED AT BACKFED BREAKER "90T""° ' °" "u28599 SUMMER LANE TWARNING CSLa 78366 (C-10) MENIFEE, CA 92584INVERTER CONNECTION. FDOOT RELOCATE THIS OVERCURRENT DEVICE. (215)-837-1049 LG LG NeONTM2 r� . . UM Good - Better Mechanical Properties Electrical Properties(STC Cells 6 x 10 Module Type 320 W CeU Vendor LG Moo Voltage(V pp) 336 �----- Cell ll Dim 156.75Monocr s1567/N.Lypemm/6 MPP Curt [(1 Pp) 953 Cell Dimensions 156.75x 15675 mm/6inrhes Dpen CirtuitVoltage(Voc) 4V.9 -------_�� Diof mensions 12(Muld VAre 40 an Short Circuit Current Osc) 1005 Dimensions(l x W z H) 1640 x 1000 x 40 man Module H6durlq(!6) 19.5 --------� 6 x39.37 x1.57.inch Operating Temperature(°( -410Uu Franc Load 6000 000 Pa/125 psF0 Maximum System Voltage(V) 1000 -------�-- near Load 17.0Pa/113 psf0 Mazimum5eries Fuse Rating(A) 20 17. Weight 0 s 0.5 k9/3748�1.1 Ihs Power Tolerance(9) 0-+3 -, � --------_ Ca Junction ype M67 vArh Compatible De,IP67 •sm(svmw,ascaanim),InmcM°t000wmr,umuo-amgraure xst.na is IP67 vddt36 ass Diodes rmaarzd arvdae®rmbm Byte nxsontsa Ls:xzam aemwma�xreron. 1¢ncdon BLIX yP �Llrgnblw�yrnmeEd.airerrcyxm¢vpm•NnWne mt000w/m`s-]ac 1 ---�--� Frame of Cables 2x 1000 mm/2x3937 inch ymc Glass High Transmission Tempered Glass w "1._..n q„_:n Frame AnodeedAluminum Electri Cal Properties(NOCT ) Module Type 320W Certifications and Warranty Maximum Power(Pmax) 234 certifications IEC 61215,IEC 61730-1/4 MPPV lrage(V PP) 307 IEC62716(Anroenia Test) MPPCu c(Impp) 7.60 r r n 37.9na000c L.G NeON'2 IEC61701(Salt Mist Corrosion Test) Sport C ' lmg¢( 1509001 Short Circuit it Current(15(Iscj 810 00000c UL 1703 •xoer(urnlwagradyeattemgruureluraammeoo wim?,am 2acWmsrw4Smrs o e c < c c o 0 0 0 Module Fire Performance(USA) Type 2 QJL 1703) c< o o c o 0 0 Fire Rating(far LANADA) Gass C(ULC/DRDC1703) Dimensions(mmfin) Productilijarranry 12 vear50 - LG's now module,LG NeONr"2,adopts Cello technology. Getpu cwarranty of Pmax Linearwarrentyn0 av Cello technologyreplaces3 busbars with 12 thinwires /fi�� APrarv�-!rmoL'ct •t)1Qy M..,2)she_"d>.�a.a:Pann,:mymmen,3)Mini m 25 c to enhance oweroututand reliability.LG NeOM 2 t � [�. II demonstrates LG's efforts inc ease customer's slues DVE cc C � I;y \Y Temperature characteristics C 60 cell b%mMef cifincy.ltfiaanmenhancedwartarndlrali f `tom �T asea:a mmczs NDCT 4633 °,. performanceurlderrealemAronmerlt,and aesthetic -0.38 WC p -,,. °.,.. -A. < design suitable for roofs. vac -0.28 96/°C -� ..... Characteristic Curves EIA Enhanced Performance WarrantyHigh Power OutputLG NeON^'2 ha;an enhanced performance warrarrty. _ Campared with previous models,the LG NeC)NTM2The annualdegradatbn has fallen from.0.745/y rtohas beatdeslgledtn Sq GJI` Ya1t131��r'Ol1�NK - -0.69'Jyr.Even after25 years the ceUguarantees 2 A%p eRltletcfttilwebynWdr9keRldetalinInR*WsPlim •m more autput than the previous LG WONWON'mod ules. 4m a�2uuv 04 Aest h et i C Roof Outstanding DurabiL'ty so. wWM1I °� e1 == __ cam sm tom cam am nm mm ssm mm <aw e l fi 9 LG NeON^'2 hes been designed with sesthetks in mind; ——_ With its newly reinforced framedesgn,LG ha;extended _- HE thinner wires that appear all blackat ad'stance. = the warrarutyof the lG fJ�N"'2 for an additonal e :.a --_-_ The product rreyhelp increasethe[ahreof �'-- load upt,6'00Fi an amar ad up endures front tm a property with its modern design. loaf up to 6000 Ra,ard a rear bad up m SIlOD Pa. - • BetterPerformanceona Sunny Day -' T DoublQ-Sided . t . _-..-. LG NeON^'2 now performs better onsunny days thanks =_— The rearofihe cellused inlG NEON'2wiUmrrtribunem p c toltslmprokedtempgadueooeTAckrtcy. _ = g eralJo pasethef mitnethominmllecadflom = ------...------------ a a the rwrofthe module is reabsorbed to generate a great o ao m o. � ,v a •TM1°QsuimWtvaen me<enc°ram:m,undyrgmuNry nuts amauntafa clitonalpover. ® LG NmhAme¢a5ou1BusoeSST-em Produ¢spedfimtknsxesublmwdwgermtuuctnrxe. LG EIecIIonits USAlnc DS-N2-60-C-GF-EN-504'_7 ° LM fraud loon Sylvan Ace.Englewood CGffg NJ07632 ' aicuPeP:�o-rn�cs�mnagaautpds rliicghv«m(zhraiehrcee l�n ssnrcda-wmrcislmmdtrm,«IC qGt cNhim ryim'vcya a pnadrntyv,mSri,eIismind�umcye.Wn ae9 vYr ebcu�imvnlal yerdrm�fuamifies 9eroM•a'tho<%^e]ivnne'eV+ete<aff8._arrldarkeatian sAr!>lOe.mwligcyhzw>acrrce e«repzxtaMchm P3�2cvanunintriie in 1 02 ot6 L6 Eemmlc Pl nghsre +ed Inr wnfora EYMrUle About L6 Electronics 9Gg Conn ge.mm 01 10112016 n192ani%coim ° �rJ Nefdlo+i y 2yev�th�eafnr.In d11 A NAN^'(P'evnudyknarn a I4>to%e NeCN)S 2m 5 N9N2wrx CEUDtxhrc3ajyvrrn'Irrtwic AvW-.mM1kh pvml IGictle Iealercfinma5m inNe in.iry, AUTHORIZATION TO MARK This authorizes the application of the Certification Mark(s) shown below to the models described in the Product(s) Covered section when made in accordance with the conditions set forth in the Certification Agreement and Listing Report. This authorization also applies to multiple listee model(s) identified on the correlation page of the Listing Report. This document is the property of Intertek Testing Services and is not transferable. The certification mark(s) may be applied only at the location of the Party Authorized To Apply Mark. Applicant: LG Electronics Inc. Manufacturer: LG Electronics Inc. 168, Suchuldaero, Solar Business 168,Suchul-daero,Solar Business Division (Solar Factory), Gumi-si, Division(Solar Factory),Gumi-si, Gyeongsangbukdo 730-903,Republic Address: Address: GYeOn buk-do 730-903,Republic of gsan g of Korea Korea Country: Republic of Korea Country: Republic of Korea Contact: Mr.Jeongwon Choi Contact: Mr_Jeongwon Choi +82-54 4690386 Phone: +82-54-4690386 Phone: FAX: +82-54�607931 FAX: +82-54-4607931 Email: jeongwon7.chor@Ige.com Email: jeongwon7.choi@Ige.com Parry Authorized To Apply Mark: Same as Manufacturer Report Issuing Office: Intertek Testing Services Shanghai .Control Number: 6000343 Authorized by: Thomas J. tt C rtM Manager ntUSas Intertek This document supersedes all previous Authorizations to Mark for the noted Report Number. This Autww d m MWk is for,e erduslve use of h,,,m rs erc and m prma&d plasu w daf Cero o oo ageerlerd bebeen Irdwo'k and iE Client InterOWS RYa 'Qo tY art bnieM to the lerrra artl rgtlikmsof the adleenlent ncdek asvmesrodabZlyma per'.N ,,n lm ne C,,en,n acood r dle apleerrad.Toram/km.ewesaeordamage ooraslmed by'elel of MsAoftw,00 oMXL 0,Ly Mchar!.ildlor6md W pmnl rWOV w c5W,,,on of tSs Audlenabon b Mik and d9 o*In6 dbllY.Use of knemek�s�.A�.., nrl llOrb6 RSbIGYd mIbe6'lldloons klld Old In 11!--4e9rlmt andfl dl AlAnnriz3Cm to M1t Any f1rdw u of the hRlflk NIF ford!sae or adeCesmlCld aalebeaed 111awal.prOdllls Q sennCe r1Ysl InM1nY.lrukal e"ne` Assesvllenbs and Fdkaal up Sen l arc(or The punme of assornp appmprlye usage of dle Cerff on mit n aem noe seo dle fastbea ed in not by why and do not rek dle eked of daeir obligabons n d6 rasped apreenlma.lbeyare nalfarlhe paposes o/padurton gl>IaY Intertek Testing Services NA Inc. 545 East Algonquin Road.Arlington Heights.IL 60005 Telephone 800-345-3851 or847-439-5667 Fax 312-263-1672 Standard(s): UL 1703 2002103/15 Ed:3 Rev2014111118 UL Standard for Safety Flat-Plate Photovoltaic Modules and Panels Product Crystalline Silicon Photovoltaic modules Brand Name: (9 LG Electronics LGxxxxN1 C-G4(')oot'is the number from 280 to 340,in step of 5), LGxxxN1 W-G4 C)ooe is the number from 280 to 340, in step of 5), Models: LGxxuS1C-G4(1AW is the number from 250 to 300,it step of 5), LGxxxS1 W-G4(rxme is the number from 250 to 300,in step of 5), LG)=N 1K-G4(NW is the number from 280 to 330,it step of 5). 1 of 1 ATM Issued:28-Apr-2015 ATM for Report 150201020SHA-001 PageM 10.3.15(IJan-13)My Y I r�r Single Phase Inverters for North America solar t'=9sa + � e T SE3000A-US/SE3800A-US/SE5000A-US/SE60D0A-US) trJ SE7800A-USlSE10000A-US/SE1140bA-US SE30MA-US SE380DA-US) SESDODA-US SESDDOA-US SE7fiDDA•US SEIODDDA-US SE71400A-US OUTPUT SolarEdge Single Phase Inverters . NnX4113IACP~OU4Mt 3000 3B1D SIM GM 7WD Saw 0MW 11400 aciMi� eio�, I I ...- Qom .................I ....... McCPwX 33D , o ° 'm°°-... ..-.. .. '�.....For North America � ........ .......... I .. . ; SE3000A-US/SE3800A-US/SE500OA-US/SE6000A-US J ra3;zae:zz9wr ..............�.L. ......L...-. .. ................-L......J...... ...... .-... ........,......- -...... .-..... .....-.... AC -240- MIMN....Mu SE760OA-US/SE10000A-US/SE1140OA-US :»-:w-�. ............ ................. ... .... ;icFmgn;Iq N !!?m!r `....................... ............. 3:bo:6os ls w.!y: s?.: :�.`.....-........ .........-.......L...H?.... Mac Corm D,Xputcurtmt ----I --• �'r'---..L.-..16..._I-.n @2!IOy.-I-..,..g_-__L..... 75......1-..a..-. - -. -. --.----I ................ .. . ..I.-.. ��`y 111ibY Mailorir4{,ldardiig � pE . 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LU roar.newar.++nnex�<...e,r.*'r brsm�. w — Superior efficiency(98%) �I r:�u.e.,.,asro.+,mina...,wwaa �»••x�'•rrrrxc,r.. e.l�.r�ew..anerw.mrpst w iadv,xrdllbmouvl,rslrrn`-..-:h--- IraM FWr�Jinwrw h anlv�eu4.r = - Small,lightweight and easy to install on provided bracket •r•tttl rste ae.4'{l.br Ih.mee4 fn am.lam(Mwm�su. /I - Built-in module-level monitoring U w - Internet connection through Ethernet or Wireless d - Outdoor and indoor installation In - Fixed voltage inverter, DC/AC conversion only d w - Pre-assembled AC/DC Safety Switch for faster installation rRoHS - Optional-revenue grade data,ANSI C12.1 I ~ U Q d USA-GERMANY-ITALY-FRANCE-JAPAN-CHINA-AUSTRALIA-THE NETHERLANDS-ISRAEL v1rWLxtsoI are ckge.us Z Q . • SolarEdge Power Optimizer solar=9e �OI �� Module Add-On for North America P300 / P400 / P405 SolarEdge Power Optimizer P300 P400 P40-5 por 6D-c Ilmod leg I (1002&96-cellmodules) Ifm thin film modules) Module Add-On For North America INPUT Rated(opal oc Poyte�!t!., .. 3� 40° ---..�•..----••-•... -•--W'-.-- Absolute Ma dmum Input Voltage............... .._...... ........... ..............80..........- 125 L..Vdc ��ao 1 Peal I P �S a[lowesttemperature(................... ............._...............................-........._........................... -10 ....... ... _ MPPT OP®?!!!'P F?. ... .....................I ... ..... 8".' ..... ...I .... .... $" ..... .I......... :2� ... 1 .. .... _ _ wtame,un;stlatgra,g 0urrenr4 ......_...L....---•----'---............. ..........•-'-10---•----.._....--•--•...............--....._..I...�-'-- MmdmumUC lnPw ourrerrt....... _.............----L..........--..........._....................._..._..-............... ............_.......... ......—..... .... Oveivdage OUTPUT DURING OPERATION(POWER OPTIMIZER CONNECTED TO OPERATING INVERTER)is s° Maaemtm putputQtrreM..................—. . -.... .. ............_..I...... .............-..........._.i Maolenum Output Volmge I OUTPUT DURING STANDBY(POWER OPTIMIZER DISCONNECTED FROM INVERTER OR INVERTER OFF Safety outputVoltW Per Power OAtSmiWr ..... ` cn°� Vic I < 1 . .. ..........c.<.....t. STANDARD COMPLIANCE Ft2 Psarll5 Bf 11'x61000.6.2r 1ETffi1000$3 • EMC •...................... ..................." .. . .... . .... .IE0621031 dossllsafet,,y 1IL1741 . I•,.._.... Qawr ----------------- *...... .. .I .. .. ... ...._ (..............trt.__.. ...._..................00..<. . yes �5y $ INSTALLATION SPECIFICATIONS or` ... Maximum Albwed SXshem ........... ..............................................10�.0.0........_........................,, rtr � ... . k`t. �'. Pmo-2 seder 141x212xA0.5 SSS x,634x1.59 ..-. . . .... ........... .............15 ......._........ ..... ... . . oimens)ons(W XL%H) 1?8X152X35 128X152x48/ non/.... Pna-S senor f38x152x275/ . ..... .... . ............... ..................... .......5xS-97xim...............Sx5.97x 137.......L......Sx5.97x1...........1 .._..:...�° PxxX-2series ........... .................................I .d. ' Weight(indudtrg cabled ..................... ................................. 1 "..._..................... r,s- .t+g..... l.?3.......... 1..........�1.?P...e......I........_.... .............. ..R!/.!... Input tannettor..... .. ... .. Mth[argprauU!e....... ................................. ............ Output-YVhe7ype/fa!!!rei?nr................. .................................DoubleInwlated�Amphenol.......-......................... ..._........ oy�pl;iwue.�ene �....... .................... . ...... ..W/.3A...........I............................L?! ............................ ..n?DK.. �. pperati!?g-Temperature Ral.................. ..................__......... .._:A0.+85✓.-10.+185.... ....................................��.F.. --"' IA65 NEMA4 Protection Raft IPlmc_2,series.....1................................. .......1 _�N ...___. .................-....._.__......I. Pxxx-S seder.....L................................ ............ Relafi�re H�mitfitY......... ....................1................................. ........_... :1 ............ ............................_.... .... ..... teMvSslcnww�dt6nmdu4.Yr,&L.dyte r'.6K-'catr-oabad W N_ PV SYSTEM DESIGN USING SINGLE PHASE THREE PHASE 208V THREE PHASE 480V A SOLAREDGE INVERTERI'I F_ Minimum String Length 8 10 1$ O .(Power OPomtsn).............................. .................................................................. ................................. ............ PV power optimization at the module-level Mmomum5ttngLettgtfi 25 So (pourer Optimisrs) ..................... .............. .'................ ................................. ....... ............... ........... ........... F-- ........... .......... ......... - Up to 25%more energy Maximum Poumsper 5fi(g6............—...... . SZSi!............. .............�............. ............12750..........,.. ............ W ..................... ... ................ — Superior efficiency(99.5%) arOidenti Hof 0ri0erent Length; yes ..................... ................................. ............ In — Mitigates all types of module mismatch losses,from manufacturing tolerance to partial shading vn� .r ru".n,,,ma,,,e�r,.,V ,,9;,,,,,,r;e, U w — Flexible system design for maximum space utilization n- - Fast installation with a single bolt _ Ld - Next generation maintenance with module-level monitoring w — Module-level voltage shutdown for installer and firefigMer safety U Q USA - GERMANY - ITALY - FRANCE - JAPAN - CHINA - ISRAEL AUSTRALIA www.solaredge.u5 7 Q WAREHOUSE4 swH • WAP.EHO'�l '-1� SWH • . End clamp material:6005-T5 extruded aluminum alloys SWH Solar Mount Rail SWH Solar Mount End Clamp . Maximum tensile:38ksi,yield:35ksi Part Na h1R-5W-SR-10,!AR-SlY-SR-12,MRSW-SR-14,MR-SLV-SR-148 Part No.MR-SW-EC-35,MR-SW-35B,MR-SW-EK-40,MR-SW-EK-40B, • Finish:Clear or Black Anodized KIR-SW-SR-17 MR-SW-EF-45,MR-SW-EF-45B,MR-SW-EE-50,MR-SW-EE-508 • Bolt&nut material:304 stainless SLOT FOR T-BOLT OR . End clamp weight:varies based on height: 0.09-0.10 Ibs Y4*HD(HEAD SCREW . Rail material:6083-T6 BOLT i-- _ Allowable and design loads are valid when components are Extruded aluminum alloys NUT assembled according to authorized SWH documents . Values represent the allowable and design load capacity of a SLOT FOR Finish:AnodizedCleerorBlack - single mid clamp assembly when used with a 3WH solar ` HEX BOLT mount rail to retain a module in the direction indicated Z25. MODULE . Assemble mid clamp with one 1/4"-20 T-bolt and one 1/4"-20"-20 ASTM F594 serrated flange nut . Use anti-seize and tight to 10ft-Ibs of torque i SLOT FOR END CLAMP . Ressistance factors and saftey factors are determined x �HEX BOLT according to part 1 section 9 of the 2005 Aluminum Design Manual and third-party test results from an IAS accredited .750'�� SWH Solar Mount Rail laboratory RAIL . Modules must be installed at least 1.5 in from either end of�a,o- o,, SWH solar mount rail 1r,� O Properties Units Solar Motelt _ Beam Height in 225 �� Applied Load Average Allowable Safety ,Desogri Resistance - +'j-�. Direction Ultimate Load Factor, Load Factor, ff 0-7� v' r AppraxHnate Weight P 1 Ibs(N) Ibs(N) FS Ib_(tl) wm1 i Tension,Y+ 2020(8987) 891 (3963) 2.27 1348lF994) A.f67 Area Momannt of Inertia X,Axis in. 0.445913 Y " '� , rr1tQM%E Transverse,Zi: 520(2313) 229(1017) 2273 (1530) 0.B63 1 r Area Moment of IreA 115 ia Y-Axis in4 rn 0.057 X Sliding,X± 1194(5312) 490(2179) 2.44 741 t3295) 0.620 Total Cross Sectional Area ir? 0.588 Dimensions specified in inches unless noted Tensile Strength kgfhnre 19.4 i SWH Solar Mount Mid Clamp Yield Stregth kg&W 16.9 Part No. MR-SW-MC-20,MR-SW-MC-206 Mid clamp material:6005-T5 extruded aluminum alloys o aEcn Cs.L=25mm % 172 . Maximum Tensile:38ksi,yield: 35ksi El 8 ( ) BOLT . Finish:Clear or Black Anodized Hardness(HR15T) 71 I�, ; - • Bolt&nut material:304 stainless NUT • Mid clamp weight:0.0096 Ibs RAIL • Alllowable and design loads are valid when components are \ assembled according to authorized SWH documents 'typical Composition • Values represent the allowable and design load capacity of a Material %Si %Fe %Cu %Mn %fYtg 'r.2'n %Pfi %G %Pb %Sn %Tt %AI single mid clamp assembly when used with a SWH solar mount rail to retain a module in the direction indicated • Assemble mid clamp with one 1/a"-20 T-bolt and one 1/4"-20 4 taECi 0.3972 02879 0.0489 0.0888 0.4938 0.0436 0.0058 0.0205 0.0010 0.D044 0.0188 98-8 ASTM F594 serrated flange nut X • Use anti-seize and tight to 10ft-Ibs of torque I MID CLAMP Ressistance factors and safety factors are determined SOLAR MOUNT RAIL according to part 1 section 9 of the 2005 Aluminum Design w MODULES Manual and third-party test results from an IAS accredited = = laboratory m L-BRACKET too osrua� Applied Load Average Allowable Safety Design Resistance W eerwsN M001"As ...I Direction Ultimate Load Factor, Loads Factor, Ibs(N) Ibs(N) FS Ibs(N] m nn Tension,Y+ 1321 (5876) 529(2352) 2.50 800(3557) 0.605 w Y --- _�_____` Transverse,Z+ 63(279) 14(61) 4.58 21 (92) 0.555 0.330_ - --- 55 U Solar Warehouse'is a registered trademark and DBA of Calmonte Corporation. +• Sliding,Xt 142(630) 52(231) 2.72 79(349)- - 9628 Valley Blvd., Rosemead CA 91770(626)579-32881wrw.calmontecorp.com `"' LL Dimensions specified In inches unless noted Z _ Q swBA71e • WAREHOUSED ,. SWH Solar Mount L-BRACKET . L-Bracket material:6005-T5 Extruded aluminum alloys WAREHOUSE Part No.MR-SW.LB-90,MR-SW-LB-90B . Maximum Tensile:38ksi,yield:35ksi RAIL • Finish:clear black anodized; . Bolt&nut material:304 stainless MANUFACTURER'S LIMITED STRUCTURAL FLANGE NUT _ • L-bracket weight:0.24lbs PERFORMANCE WARRANTY Allowable and design loads are valid when components are ` assembled according to authorized SWH documents Solar Warehouse warrants to the buyer("Buyer')at the original installation site ("Site")that any of . For the rail to L-Bracket connection: the components (the "Product") purchased from Solar Warehouse shall be free from structural •Assemble with one STM F593%"-16 hex bolt and defects in material, workmanship and performance as referenced in the Solar Warehouse Product Yon"serrated Flange Nut Information,for a period often (10)years, except for the anodized finish,which finish shall be free . Resistance factors and safety factors are determined from visible peeling, or cracking or chalking under normal atmospheric conditions for a period of according to part 1 section 9 of the 20D5 Aluminum Design five(5)years("Finish Warranty"),from the earlier of 1)the date the installation of the Product at the Manual and third-party test results from an lAs accredited Site is substantially complete, or2) 120 days after the purchase of the Product bythe original Buyer HEX BOLT -� of the Product ("Warranty Period"). Buyer may transfer this Warranty to subsequent owners, or if NOTE: Loads are given for the L-bracket to rail connection only; Buyer is a contractor to the property owner. In this Warranty,the term "Buyer" refers to the original be sure to check load limits for standoff,lag screw,or buyer and any subsequent transferee of which Solar Warehouse has advance notice. Proof of L-BRACK other attachment method purchase is required. The Finish Warranty does not apply to any foreign residue deposited on the finish. All installations in corrosive atmospheric conditions are excluded. The Finish Warranty is , •� r Applied Load Average safety Design Resistance VOID if the practices specified by AAMA 609 & 610-02 - "Cleaning and Maintenance for Direction Ultimate Allowable Load Factor, Load Factor, Architecturally Finished Aluminum" (www.aamanet.org)are not followed by Purchaser-,This,limited lbs(N) Ibs(N) FS Ibs(N) a, Warranty covers only the Product, and not PV modules, electrical components and or wirn j used " a 3•00 Sliding,Z± 1766(7856) 755(3356) 2.34 1141 (5077) 0.646 in connection with the Product or any other materials not provided by Solar Warehouse. ThiSr . o"•co y 'nwunwuu: Tension,Y+ 1859(8269) 707(3144) 2.63 1069(4755) 0.575 Warranty does not cover damage to the Product that occurs during its shipment, storage, an installation or from force majeure acts including fire, flood, earthquake, storm, hurricane cr other t..„ r Compression,Y- 3258{74492) 1325(5893) 2.46 2004(8913) os15 natural disaster, war, terrorist activities, acts of foreign enemies and criminal acts. Yh"s '_imited, 2-00 Traverse,X3 486(2162) 213(949) 2.28 323(1436) 0.664 ! Warranty shall be void if A)installation of the Product is not performed in accordance with'the Solar Dimensions specified in inches unless noted Warehouse Product Information, B) if the Product has been modified, repaired, or renorkad in o, - - manner not previously authorized by Solar Warehouse in writing,or Q the Product is installed in an environment for which it was not designed, each as determined by Solar Warehouse in Solar SWH Solar Mount Splice Bar i Warehouse's sole discretion. If, within the Warranty Period, the Product shall be proven in Solar' " • Splice bar material,6005-T5 extruded aluminum alloys Warehouse sole discretion to be defective, then Solar Warehouse shall repair or replace the Part No-MR-SW-SB-01,MR-SW-SB-01B . Maximum tensile:38ksi,yield: 35ksi - . Finish:clear or black anodized defective Product, or any part thereof, at Solar Warehouse's option. Any such repair or replacement does not cause the beginning of new warranty terms, nor shall the Warranty Period of RAIL ` . Self-tapping screw material:304 stainless this Limited Warranty be extended. Solar Warehouse's aggregate liability under this Limited Splice bar weight 0.36 Ibs Warranty shall not exceed the original Purchase Price of the Product" Buyer shall bear all costs of Allowable and design loads are valid when components are assembled shipment or transportation related to the repair or replacement of the defective product. Such SPLICE W , according to authorized SWH documents repair or replacement shall be Buyer's sole remedy under this Limited Warranty and shall fulfill all For the Splice bar to Rail connection: of Solar warehouse's obligations with respect to this Limited Warranty. EXCEPT FOR THE LIMITED •Slide splice bar in groove on between two rails WARRANTY EXPRESSED ABOVE, SOLAR WAREHOUSE MAKES NO REPRESENTATION OR t •Use 4-8 1/4'self-tapping screw to join Splice bar to both rails WARRANTY OF ANY KIND WHATSOEVER AND HEREBY DISCLAIMS ALL OTHER WARRANTIES, • Ressistance factors and safety factors are determined according to part 1 EXPRESS OR IMPLIED, INCLUDING THE IMPLIED WARRANTIES OF MERCHANTABILITY, in section 9 of the 2005 Aluminum Design Manual and third-party test FITNESS FOR A PARTICULAR PURPOSE, COURSE OF DEALING AND USAGE OF TRADE. Q results from IAs accreditedlaboratory RAIL',= _ '�� . A thermal brea ak is required every 4040 feet et of continously connected rail. SOLAR WAREHOUSE SHALL NOT BE LIABLE FOR LOSS OF USE, REVENUE OR PROFIT, OR FOR i For additional concerns on thermal breaks in you specific project,please INDIRECT, SPECIAL, PUNITIVE, LIQUIDATED, INCIDENTAL OR CONSEQUENTIAL DAMAGES, w - " -- consultalicensedstructuralengineer. OR FOR ANY OTHER LOSS OR COST OF A SIMILAR TYPE, OR FOR CLAIMS BY BUYER FOR w . Expansion joints prevent buckling of rails due to thermal expansion. DAMAGES OF BUYER'S CUSTOMERS, CLAIMS OF OF A SIMILAR TYPE, OR FOR CLAIMS BY rx �l Splice bars may be used for thermal expansion joints.Tocreate amermal BUYER FOR DAMAGES OF BUYERS CUSTOMERS, CLAIMS OF THIRD PARTIES OR INJURY TO - ` - - PERSONS OR PROPERTY ARISING OUT OF ANY DEFECT IN THE PRODUCT COVERED BY THIS bi expansion joint, slide the splice bar into the 1/2" between the rail WARRANTY.ALL SUCH DAMAGES AND EXPENSES ARE HERBY EXCLUDED" a- segments.Secure the splice bar with two screws on one side only. Foot- to ings (such as L-brackets or standoffs) should be secured normaNy on D_ For warranty service claims, Please contact Solar Warehouse at info@calmontecorp.com w 1!1 both sides of the splice. module or mounting hardware component SELF-TAPPING SCREW should straddle the expansion ionon joint F SPLICE BAR U Q Li — Z Q ® 8431 R/urptry Drive MiddWon,wl 53562 USA Tolowe: 608.836A400 FacsMig W&S31.9279 ertew.lnttrtwcom Test Verification of Conformity In the basis of the tests undertaken,the sample(s)of the below product have been found to comply with the requirements of the referenced specifications at the time the tests were carried out. Applicant Name&Address: Calmonte Corporation 9628 Valley Blvd. Rosemead,CA 91770 USA Product Description: Photovoltaic Mount Ratings&Principle Fire Class Resistance Rating: Characteristics: -Flush Mount(Symmetrical). Class A Fire Rated for Steep Slope applications when using Type 1 listed photovoltaic modules. Tested with a 5"gap(distance between the bottom the module frame and the roof covering),per the standard this system can be installed at any gap allowed `'", ° c c °a by the manufacturers installation instructions. No perimeter guarding is required. Models: SWH—Standoff PV Racking " " " ° Brand Name: N/A , Relevant Standards: UL 2703(Section 15.2 and 15.31 Standard for Safety Mounting Systems,Mounting Devices, ` Clamping/Retention Devices,and Ground Lugs for Use with Flat-Plate Photovoltaic Modules and Panels,First Edition dated Jan.28,2015 Referencing UL1703 Third Edition dated Nov.18, 2014,(Section 31.2)Standard for Safety for Flat-Plate Photovoltaic Modules and Panels. Verification Issuing Office: Intertek Testing Services NA, Inc. 8431 Murphy Drive Middleton,WI 53562 U Date of Tests: 3/18/2015 to 03/20/201S Z Test Report Number(s): 101988205MID-001. u This verification is part of the full test report(s)and should be read in conjunction with them.This report does not automatically J J imply product certification. J Completed by: Chad Naggs Reviewed by: Gregory Allen Q Title: Technician II,Fire Resistance Title: Engineering Team Lead,Fire Resistance 0-1 n nr I w l�r ^ — w Signature: / Signature: - . _ 07 Date: 03/30/2015 Date: 03/30/2015 U w a IY w This Verification is far the exclusive use of Inlertek's client end is provided pursuant to the agreement between Intertek and its Client.intertek'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 with the agreement,for any loss,expense F ordamage occasioned by the use of this Verification.Only the Client is authorized to permit copying or distribution of this Verftn6on. Any use ofthe Intertek name or one ofits Q marks for the sale or advertisement of the tested material,product orservice must first be approved in writing by Intertek. The observations and testfnspection results LL < referenced in this Verification ore relevant only to the sample tested/inspected. This Verification by itself does not imply that the material product orservice is or has everbeen Z) under on Intertek certfcation program. Z Q OFT-0P118P4 AA%Wl4J 2 -\ o BURNDY° WEEB-LUG The WEEB Lug consists of a WEEB(Washer, Electrical Equipment Bond), lay-in lug,and hardware. It is used with one solid or stranded copper wire(14AWG to 6AWG),or two copper wires(12AWG to 10AWG) to provide a continuous ground on roof or ground mounted solar systems. Unlike traditional lay-in lugs, the WEEB Lug does not require surface preparation on rail or module to install.The WEEB Lug is installed using stainless steel mounting hardware.When the hardware is tightened the WEEB's specialized teeth embed into anodized aluminum,galvanized steel,or any electrically conductive metal to establish a gas tight electrical connection.The tin-plated Lug assures minimum contact resistance and protection against corrosion.Copper wire is damped by a 1/4-28 stainless steel screw,which is horizontal to the tang for east/access when mounted under a PV module.The low profile of the WEEB Lug allows it to be installed in a variety of positions. Catalog Item# L x W x H Hole Hardware Torque Co.. WEE8-LUG-6.7 30020109 1.60'x 0.71"x OAT 114 inch hardware- °°°oe° nno< I included unassembled Poo 0 00`< 0266' 7fl-lbs.tOr °o°c oocc : WEEB•LUG-6.7AS 30020110 1.60"x 0.71"x OA7" 114 inch hardware- included assembled temrinal screw ° e o o a WEEK-LUG$.D 30020711 1.60'x0.87'X0.4T MBotSrlB Inch hardware- 10itibs.for 0 r� notincluded mounting ° o0 0, < rcoo cc . WEEB-LUG-82MS 30020115 1.60•x 0.71'x OA7' 0.323" MS or 5116 inch hardware- hardware not included wl Penetrox-A `r r°r• r.r, WEEK-LUG-15.8 30020112 1.60-x 0.71-x OA7' M8 or 5116 inch hardware- on threads , , , r,.r r r• net included r c r•r.r: S. oocc • Material:304 stainless steel, tin-plated copper, °c pper,outdoor rated ° °n Low profile design Multiple equipment ground conductor allowance: One 14 AWG to 6 AWG or two 10 AWG,two 12 AWG 4_ Listed to ANSI/UL 467 by Intertek ETL AK 0 J -� w Customer Service Department U 7 Aviation Park Drive w Londonderry.NH 03053 G"' can 1-800-346-4175 Intenek 1-603-647-5299(International) w 3098177 of h U @2012 BURNDY LLC www.we-Ilc.corn H UBB ELL D z a Product Data Sheet DU222RB SWITCH NOT FUSIBLE GD 240V 60A 2P NEMA3R ❑D 912UARE D by Schneider e l c c v i, List Price $353.00 LSD 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 #10 to#2 AWG(AI)-#14 to#2 AWG(Cu) ` Action Single Throw Ampere Rating 60A - Approvals UL Listed File Number E2875 Enclosure Rating NEMA3R . . 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 Switch,General Duty,30-200 Amp,NEMA3R Discount Schedule DE1A GTIN 00785901491491 Package Quantity 1 Weight 4.7 lbs. Availability Code Stock Item:This item Is normally stocked In our distribution facility. Retumability, Y Country of Origin MX J_ As standards,specifications,and designs change from time to time,please ask for confirmation of the information given in this document. Ld W W S !n U W D- (n W U 1 Q idhneer f m®2011 Schneider Electric.All rights reserved. Sc � 'Electric z SWH Racking System Data Sheet Version12.10.v2 SOLARWAREHOUSE SWH Solar Mount Tile Strut MFG-PN: MRSW-TT-6B, MR-SW TT-6S, MR-SW-TT4S, MRSW TT4SB Base and Channel Nut Materials: • 6005-TS extruded aluminum alloy • Clear or black anodized Fasteners and Flashing Materials: • 304 stainless steel •Tigten threaded rod onto channel nut E to 14 ft-Ibs torque d *Product not recommended for clay or slat tiles. r `*5/16"x 3S"Stainless Steel lag bolt included. I CONFORMS TO LGus SUB 2703 - 1 erte - Interbek SW-TT-6 SW-TT-6B SW-TT-4S SW-TT-4SB 4009330 ooeo 6" ROD 6" ROD 4" ROD 4" ROD a o Dane oa0000 o r Lag pullout(withdrawal)capaalies(&>s)intypical roof lumber(ASD) Sotuces: American Wood Council, NDS aaa as as 2005, Table 11.2a, 11.3.2A. a c nococ oo a000ar 0 0 0 0 o c o a c o o a o s ooaoo /y"lag screw*spec' cations Notes: o o cc o a a Sjt ciflcgravfty per inch thread depth (1)Thread must be embedded in the side grain of a n i 00000000 rafter or other structural member integral with Der.c. accftl Douglas Fir,Larch 0.50 266 building structure. (2)Lag bolts must be located in the middle third of Douglas Fir, South .46 235 the structural member. a000cc Engelmann Spruce,Ladgepale Pine .46 235 Q)These values are not valid forwet service. o<ooco (4)This table Des not include s ear capacities. I c000cc Hem,Fir,Redwood(close grain) .43 212c o Hem,Fr(North) .46 235 necessary,contact a local engineer to spedfiy lag e a c o c u a:. bolt size with regard to shear forces. c o 0 Southern Pine S5 307 (5)Install lag bolts with head and washer flush to Spruce,Pine,Fir .42 205 surface(no gap).Do not over-torque. Spruce,Pine,Frr1 SO 266 (6)Withdrawal design values for lag screw connec- Thread Lions shall be multiplied by applicable adjustment depth factors if necessary. See Table 103.1 in the tMSR 1650 f &higher American Wood Council NDS for Wood Construc- 2E of 2 million psi and higher grades of MSR and Ma LL non' *Use flat washen with lag screws. Z Axial Load Capacity Note: Loads are given for tile strut only. Check load limits for lag screw X Y or other attachment methods. Average Average Average Base Assembled Part Ultimate Load Ultimate Load Ultimate Load Dimension Weight Ibs(N)X± Ibs(N) Y± Ibs(N) Z± W x L x H SWTT08 6" rod 154 (685) 137(609) 7688(34198) 1.75" x 8" x 1" 0.936 Ibs SWTT08 4" rod 359 0597) 370(1646) 8569(38117) 1.75" x 8" x 1" 0.888Ibs SWTf08S 6" rod 150 (667) 139(618) 1 4215(18749) 1.75" x 8" x 0.75" 01.870lbs SWT708S 4" rod 313 0392) 313 0392) 1 4279(19034) 1.75" x 8" x 0.75" 0.822 Ibs *Independent Laboratory Tested 9628 Valley Blvd. Rosemead, CA 91770 1 Phone 626-579-3288 1 infooesolarwarehouse.com AUTHORIZATION TO MARK L Intertek AUTHORIZATION TO MARK This authorizes the application of the Certification Mark(s) shown below to the models described in the Product(s) This authorizes the application of the Certification Mark(s) shown below to the models described in the Product(s) Covered section when made in accordance with the conditions set forth in the Certification Agreement and Listing Covered section when made in accordance with the conditions set forth in the Certification Agreement and Listing Report. This authorization also applies to multiple listee model(s) identified on the correlation page of the Listing Report. This authorization also applies to multiple listee model(s) identified on the correlation page of the Listing Report. Report. This document is the property of Intertek Testing Services and is not transferable. The certification mark(s) may be This document is the property of Intertek Testing Services and is not transferable. The certification mark(s) may be applied only at the location of the Party Authorized To Apply Mark. applied only at the location of the Party Authorized To Apply Mark. Calmonte Corporation dba Solar Calmonte Corporation dba Solar Calmonte Corporation dba Solar Calmonte Corporation dba Solar Applicant: Warehouse Manufacturer: Warehouse Applicant: Warehouse Manufacturer: Warehouse 9628 Valley Blvd 9628 Valley Blvd Address: 9628 Valley Blvd Address: 9628 Valley Blvd Address: Address: Rosemead, CA 91770 Rosemead, CA 91770 Rosemead, CA 91770 Rosemead, CA 91770 Country: USA Country: USA Country: USA Country: USA Contact: David Tsay Contact: David Tsay Contact: David Tsay Contact: David Tsay Phone: (626)579-3288 Phone: (626) 579-3288 Phone: (626) 579-3288 Phone: (626)579-3288 FAX: (781)465-6793 FAX: (781)465-6793 FAX: (781)465-6793 FAX: (781)465-6793 Email: sales@calmontecorp.com Email: sales@calmontecorp.com Email: sales@calmontecorp.com Email: sales@calmontecorp.com Party Authorized To Apply Mark: Same as Manufacturer Office-.Party Authorized fi Apply Mark: Same Manufacturer (�j /�. • °` Report Issuing Oce- Lake Forest, CA �l/�� �� Report Issuing Office: Lake Forest, CA Control Number: 4009330 Authorized by: Control Number: 4009330 Authorized by: for Thomas J. Patterson, Certification Manager for Thomas J. Patterson, Certification Man r FR.CL4S31F1ED ETb OTS 0S Intertek Intertek This document supersedes all previous Authorizations to Mark for the noted Report Number. This document supersedes all previous Authorizations to Mark for the noted Report Number. This Authorization to Mark Is for the exclusive use oflnlertek's Client and is provided pursuant to the Certification agreement between Intertek and its Client.Intenews responsibility,and liability are This Authodzatlon to Mark is for Me exclusive use of Inleneks Client and is provided pursuant to the Certification agreement between Intertek and Its Client lnterteks responabillry,and liability are Iimftad to Me terms and conditions of the agreement Intertek assumes no liability to any party,other than to the Client in accordance with the agreement,for any loss,expense or damage occasioned limited to the terms and conditions of the agreement Intertek assumes no liability to any party.other than to the Client in accordance with the agreement,for any loss,expense or damage occasioned by the use of this Authorization to Mark Only the Client is authorized to permit copying or distribution of this Authorization to Mark and Men only In its entirety.Use of lnlenek's Cemfcation mark is by the use of this Authorization to Mark.Only the Client is authomad to pemtlt copying or distribution of this Authorization to Mark and then only in its entirely.Use of lntenek's CeNficatlon mark is resbictetl to the contlitions leitl out in Me agreement and in this Authorization to Menk.Any further use of thelnlertek name for the sale or advertisement of the tested Material,product or service must restricted to Me conditions laid out in the agreement and in this Authorization to Mark Any further use of Me Intertek name for Me sale or adwrUsement of the tested material,product or service must first be approved in wifing by Intertek Initial Factory Assessments antl Follow up 6ervims are for the purpose of assuring appropriate usage of Me Certification mark in accordance with Me firstbeent.they in writing the Intertek.Initial Factory Assessments antlnd do up Seancesereterthepupose of assuring appropriate usage Of the Certification mark In accordance wkh the agreement,they are not for Me purposes of production quality control and do not relieve the Client of their obligations in this respect agreement.Mey are not for the purposes of protluctian quality mnwl and do not relieve the Client of their obligations in this respect Intertek Testing Services NA Inc. Intertek Testing Services NA Inc. 545 East Algonquin Road,Arlington Heights, IL 60005 545 East Algonquin Road,Arlington Heights, IL 60005 Telephone 800345-3851 or847-439-5667 Fax 312-283-1672 Telephone 800-345-3851 or847-439-5667 Fax 312-283-1672 Outline Investigation for Rack Mounting Systems and Clamping Devices for Flat-Plate Photovoltaic Standard(s): Outline Investigation for Rack Mounting Systems and Clamping Devices for Flat-Plate Photovoltaic Standard(s): Modules and Panels (UL Subject 2703, Issue#1, dated 1 0104/2 01 0). Modules and Panels(UL Subject 2703, Issue#1, dated 1 0104/2 0 1 0). Product: Racking System Product: Racking System Brand Name: Solar Warehouse Brand Name: Solar Warehouse Models: SWH Standoff and SWH Tile Strut Models: SWH Flashed L-feet, SWH Roof Bar, and SWH Roof Hook ATM for Re ort 101316397LAX-002 Pa e 1 of 1 ATM Issued: 16-Apr-2014 ATM for Report 1A 101316397X-003 Page 1 of 1 ATM Issued: 16-Apr-2014 p 9 ED 16.3.15(1Jan-13)Mandatory ED 16.3.15(1Jan-Jon Mandatory Dass Structural Engineers 1931 Newport Blvd,Costa Mesa, California,92627 Email: dass.structural@gmail.com, Mobile No-9492957943 Menlfee STRUCTURAL CALCULATIONS C Buildinn gg& Safety Dept. AUG 10 2016 Received ROOF EVALUATION FOR PV INSTALLATION Ic Building Department Submittal q EENDIF�'\ W No,71tt0 I , 2016 r 'Address: - tlsh Grant 28599 Summar Lane Menifee, CA Phone 949.295.7943 1 1931 Newport Blvd, Costa Mesa, CA 92627 Kush Grant Page 1 of 9 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 j investigation performed by Blitz Concepts& Design.The roof is made of 2x4 truss at 24"o.c,with at least a min 2" plywood topped by tiles.The lateral force resistance for the building is achieved by light framed stud walls in both perpendicular directions.The YV thick plywood acts as a diaphragm and �t distributes lateral forces. ub 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 air 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: Mrs'% 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 Kush Grant Page 2 of 9 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 Kush Grant Page 3 of 9 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(psf) (Ex)Undedayment 1.0 (Ex)Tiles 10.0 (Ex)(1) 1/2"plywood 1.6 (Ex)Truss Framing 3.0 (Ex)Insulation 1.0 (Ex)Mach/Misc. 1.0 (Ex)Gyp Board 2.8 20.4 psf LL=20 psf reducable+Mech'I Units For Gravity Design Dead Load 20.4 Say 21 psf Seismic DL(pso Partitions and Exterior Walls 16.0 36.4 Say 37 psf Notes: 1.Existing Framing a.(Ex)Truss Framing=3.0 psf %Increase in Dead Load on the Existing Roof (Ex)Root Area (Er)Roof Wt (N)Add Roof %Increase in Remarks sq ft psf Load(#'s) Roof D.L 3500 21 1320 1.80% <5%,Hence OK %Increase in Mass on the Existing Roof (Ex)Roof Area (Ex)Roof Wt (N)Add Roof %Increase in Remarks sq fl psf Load(#'s) Roof D.L 3500 37 1320 1.02% 1 <10%,Hence OK Kush Grant Page 4 of 9 t Dass Structural Engineers 1931 Newport Blvd,Costa Mesa,California,92627 Ismail:dass.structwal ftmail.com,Mobile No-9492957943 Wind Design per ASCE 7-10 Data: Exposure= C Wind speed V 130 mph(ultimate) 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= 33128It Lj� ,�7e�, �FrJ X= 66256It t�'ellz= 1000.4 ItH/Lh= 0.27 Henri K7= 0 X/Lh= 2.00 HenceK2= 0 z/Lh= 0.03 Hence K3= 0 ESCARPMENT Kzt=(1+KlK2K,)2 Kzt-- 1.00 TpwM106X f IuIJps—for""Omc N jo.� �7 M00ROA}IM05S- NOO}HASDptI A- X XH I um fIoNumr l b, Ev M'r DSo a1 Om Im tar, omNl N0]l-dMDpI N EMvL O p 5rNr }0EYmD.m am O3 O5o OP 067 DID Ow VII 04)1t7 I.m O71 OA Ob 01, Obl D64!3D6 O D4] 030 0. tmO05. 0.t7 0]0 OA, 000b U3 a a50 o=' a0 07o OT. 3.m 0]5 Om Om 01,1117 023 O.w 330 0.13 Om 0.10 U, 0.17 am am am Om ON Om 0.14 oM a" am au om 1m aof nOP Oo- t m an: 0. om zw D.m nm bm Noln� I. V.rolur.of Wl- UNi'4cf0ef Nmflx+e.M1u.O.tnuinN0ulnxwnpemdued. z For M2 -0,5.u.m.x 10L=0.5 for Df fa L.fir eealobsg K7 a K,. 3. AIuF =I—dee Nca Dw flat--appnrcBa+Oe M1dl Or eWaa elo lb dim m ufvu p.x " 4. N.. U.HmyY urml m e.:apmnl..Luw w fAr�p»�M mrruq in @of lnMml. la: Duvne�.iedbfucatuwm:ed'e dAT..iu pemdekwllw i.Mtf0c WM0( IF nr..„vinnr2nreAfmnn.l. K„ Fi'.m u.x.wn(or pc.( (mfmuivm+rpn6lq.rtnf. K,: Fs7nru�+a'wN On mlurtnn u.Tvd+T wntiNwrue y�urrd mdue7niM ofoe.t K�: I'xur N ti�wN fut.ed�cSNn n NAeJmwda b[•d4 vDo.e local lenoia D..I.vue fup.ircl car Jaxnxudl0on�lM..ea um,Wddiop.�w.�n 6eflm+rn3. IIeNM1�Jw.e Inc+l b'..^�b Irrel N r.n(nefmL p: Hmronc0lm'm�m frro. T. Ilbplu anr+va�w fa+.x. q=0.00255K4KOK6V71 q= 13.50 psf Windforce Estimation for Mono Slop roof per fig 6-1 BA ASCE 7-10 Gust Factor G= 0.85 Rigid Structure Kush Grant Page 5 of 9 Dass Structural Engineers 1931 Newport Blvd,Costa Mesa,California,92627 Email:dass.stmctural@gmaii.com,Mobile No-9492957943 Component Forces Der ASIDE 7-10 m tap _u �Rq At m 0 All 7 10 m 50 100 270 SW VOW oil ae M P4 axinq MW1112111 Input Data: Eflwwa Wind Ama,ft t(m) Roof Angle= 45 Degres Joist/Truss Spacing 24 in JoistlTruss Trib Span 17 ft ROOF COMPONENT WIND PRESSURES: VERTICAL FORCES GCPi. 0.18 Fig 26.11-1 ASCE 7-10 GC,l. -0.18 Fig 26.11-1 ASCE 7-10 Effective Wind Area 34.00 sq ft Note:The Panels are installed within the Zone 1 of the roof as per Fig 30.4-213 ASCE 7-10 Zone 1 GCP 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 BoltTentions 263 Ibs Demand Bolt Shear 96 Ibs Kush Grant Page 6 of 9 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 f ISiurb4+N'r (t � 111 i l F "..d u,t.uLen as s+ralR 1u If =1.6s.Irwr avd I'r dull.Fe ukm as Irn ffi. Input Data: Sds= 2.446 g's ap= 1 RP= 2.5 z/h= 1 Trib Area= 16.50 sf per bolt Trib Mass= 2.6 psf Wp= 46 Ibs per bolt Fa= 54 Ibs per bolt(Ultimate) Kush Grant Page 7 of 9 Dass Structural Engineers 1931 Newport Blvd,Costa Mesa,California,92627 Email:dass.structural@gmaii.com,Mobile No-9492957943 LAG BOLT DESIGN CHECK PER NDS 12 FOR TYPICAL FLAT BED SYSTEM Check for 5116"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 NDS Values for 5116"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:5116"Lag Screw w/2.25"minimum penetration Kush Grant Page 8 of 9 aveyW,,. 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S ..A m. r $ ^m'•ee = rymc AAM; 3 pp V—_ N N N N N N P V O � � a yy'e3 p� � °ppb 6 onM �m xR � orvvmo Mm=tl = yo; ENE _ 6 E� ? Mm « �.nn :, N n ."'. � '� =?? _ _ = i N _'c �$.� �90�• 3' o a�65 V+ � naeN .�. � env `T{ve •ivne� '- nnM - S Kush Grant Page 9 of 9 PROJECT INFORMATION PLAN SET LEGEND ABBREVIATIONS VICINITY MAP [ROOF JECT INFO MSP MAIN SERVICE PANEL & a N 21 X 320 W LG SOLAR LG320N1C-G4 (E) EXISTING SunridgeCt sunridgeCt _ SUB SUB SERVICE PANEL (N) NEW ¢ ray Night DJ Service MOUNTED SOLAR Vito-mood Way 3 PHOTOVOLTAIC MODULES AC AC DISCONNECT EXT EXTERIOR 1 X 7600 W Solaredge SE7600A-US (240V) 3 ��{Q�ECT � DC DC DISCONNECT' INT INTERIOR o I m a Siff SLC SOLAR LOAD CENTER EMT ELECTRICAL METALLIC TUBING sm summer Ln a 21 X 400 W Solaredge P-400 Power - —- Optimizer RMT RIGID METALLIC TUBING o SYSTEM ARRAYARSIZE: 6.720424 kSW DC STC MONITORING METER VOC VOLTAGE OPEN CIRCUIT a sto% AHJ: CITY OF MENIFEE INV INVERTER VMP VOLTAGE AT MAX. POWER APN: 372-421-001 ]B I ]UNCTION BOX Craig Ave Craig Ave ISC SHORT CIRCUIT CURRENT GRANT KUSH 28599 SUMMER LANE C8 COMBINER BOX IMP CURRENT AT MAX. POWER J t 44< MENIFEE, CA 92584 grant.kush@gmail.com FMC CONDUIT METALLIC NTS NOT TO SCALE CONDUIT -- Pianol ; u AHJ NOTES 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-1A SITE PLAN, HOUSE PH07Q,,, ; OCCUPANCY: R-3 2013 CA BUILDING CODE PV-2 ROOF PLAN 2013 CA RESIDENTIAL CODE (r CONSTRUCTION TYPE:VB PV-2A ATTACHMENT DETAILS CONSTRUCTION 2013 CA MECHANICAL CODE PV-3 ELECTRICAL LINE DIAGRAM UNSPRINKLNOTIFY SERVING UTILITY BEFORE ACTIVATION OF PV SYSTEM. 2013 CA ELECTRICAL CODE PV-3A ELECTRICAL NOTES, LOAD CALCS SMOKE ALARMS AND CARBON MONOXIDE ALARMS MUST BE 2013 CA GREEN CODE PV-4 ELECTRICAL CALCULATIONS INSTALLED PER THE 2013 CALIFORNIA RESIDENTIAL CODE AND 2013 CA PLUMBING CODE VERIFIED PRIOR TO FINAL INSPECTION APPROVAL. 2013 CA ENERGY CODE NO BUILDING, PLUMBING OR MECHANICAL VENTS TO BE COVERED OR OBSTRUCTED BY SOLAR MODULES. 2013 CA FIRE CODE AIR CONDITIONING, MECHANICAL EQUIPMENT AND TRASH Building of Menitea PjLV ENCLOSURES SHALL BE SCREENED FROM THE PUBLIC RIGHT-OF-WAY g Sa�� Dept, WITH SUITABLE PLANTINGS. AUG ' DO NOT INSTALL INVERTER WHERE IT COULD BE EXPOSED TO DIRECT ZO16 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 Received 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 7/112016 RESULT,THE NVERTER REDUCES ITS POWER OUTPUT IN ORDER TO FJeC6'1?I'a ELECTRICARE GRANT KUSH PROJECTINFORMATION REMAIN WITHIN OPERATING LIMITS. MIOT Io,,oa Sueeu nvmm,a Me 28599 SUMMER LANE �t9rzlm�m k= CSLB 78366 (C-10) x MENIFEE, CA92584 PV_1 (215)-837-1049 p ATI (r o2215 SITE PLAN SCALE: 1":16-0" HOUSE PHOTO SCALE: N.T.S. SUMMER LANE ARRAY LOCATION 65'-9° t ( t FIRE ACCESS POINT —C11' FIRE ACCESS POINT , DRIVEWAY I (E) LOCKABLE GATE •, I NIS o A AC °rco O C I o c ° 21 SOLAR MODULE 1 ° °f N 0 P4SF SIZE 18 AN (E)200 A 2 12'-3" o (E) ONE-STORY I o q2 HOUSE 9,_2„ I w I - TOTAL#OF PANELS 2 C2 21 2 =— o, • OPTIMIZER" I U 2 0 �� LOCATED AT EACH PANEL 2 2 2 1 1 1 1 V 2 2 I I N I o I I N (E) POOL Solar Photovoltaic System DATE. n ATE. 88'-5" EfechfCare ELECTRICARE GRANT KUSH SITE PLAN.HOUSE PHOTO zss9oTeamlogy orte,wxe u rwmerAuersss 28599 SUMMER LANE mme:(ssz serhv CSL8 8366 (C-10) PROVIDE&WORKING CLEARANCES AROUND SERVICE METER MAIN,AC DISCONNECT, INVERTERS AND DC DISCONNECT. MENIFEE, CA 92584 PV-1A ALL CONDUIT TO BE PAINTED SAME COLOR AS MOUNTING SURFACE. NO BUILDING, PLUMBING OR MECHANICAL VENTS TO BE COVERED OR OBSTRUCTED BY SOLAR MODULES. (215)-837-1049 ROOF PLAN SCALE: 1":10'-0" ARRAY AND ROOF INFO N PITCH AZIMUTH MATERIAL SP SQ.FT ARRAY SQ.FT TRUSS SPECS ROOF AREA MSP SIZE Is AN R# 1 19 265 CONC."S"TILE 1171 124 2X4@ 24 O.C. 10.5% (E)200 A 1'-2" 6,-8" 6'-8" 6'-8" 6'-8" R# 2 PITCH AZIMUTH MATERIAL SP SQ.FT ARRAY SQ.FT TRUSS SPECS ROOF AREA 19 175 CONC."S"TILE 751 300 2X4 @ 24 O.C. 39.9% ATTACHMENT POINTS: I 72"O.C. M MSPL o I I I GA MICROINVERTER LOCATED EACH PANEL AC INV I I I I i I I I I 1 r I W I I I N I I I I I I I EXT.WALL (E) CHIMNEY i R1 I I I (E) PLUMBING ° I I ° VENT I I I FLAT ROOF(E) ;------T-- -- ------ MODULE TYPE DIMENSIONS & WEIGHT r r I INTERIOR TRUSS --- -i� --r- ----1- --- o DIAGONAL,TYP. ° (E) ROOF 4 FRAMING, SEE i o ROOF INFO —1 coio PANELTYPE: LG SOLAR LG320N1C-G4 ARRAY I 4 SOLAR MODULES i JI3 �p �94 - ' ° PANEL WEIGHT: 37 lb 10 ATTACHMENTS R2 PANEL DIMENSIONS: 39.37 X 64.57 " @ 72' O.C. MAX. o o PANEL AREA: 17.65 SF I I . 0 UNIT WEIGHT OF PANELS: 37/17.65 = 2.10 PSF (E) CHIMNEY t INVERTER & RACKING: 0.23 PSF JB ro AREA PER ATTACHMENT: 6'X2.33 = 14.0 SF ----- ------ --- ---r---+ y-- 4- ------- 6, b WEIGHT PER ATTACHMENT: 14X2.7 = 37.8 LB to I I I I 3/4" EMT CONDUIT, oQROFESS/py97 ARRAY 2 TO RUN ON ROOF 17 SOLAR MODULES AND UNDER EAVES W DATE: 38 ATTACHMENTS Solar Photovoltaic System Tnrzois @ 72"O.C. MAX. * * ElBC6/CdfB ELECTRICARE GRANT KUSH ROOF PLAN 2MTrhwlogy°rN &M12 ly C1VN 28599 SUMMER LANE Plgle:(-5) 69669 CSLB H 79366 (C-I0) PROVIDE&WORKING CLEARANCES AROUND SERVICE METER MAIN,AC DISCONNECT, INVERTERS AND DC DISCONNECT. x MENIFEE, CA 92584 PV-2 ALL CONDUIT TO BE PAINTED SAME COLOR AS MOUNTING SURFACE. NO BUILDING, PLUMBING OR MECHANICAL VENTS TO BE COVERED OR OBSTRUCTED BY SOLAR MODULES. (215)-837-1049 ATTACHMENT DETAIL SCALE: 112" = V-0" SWH RAILS PV MODULES MATCH (E) ROOF SLOPE ALUMINUM "L" BRACKET W/3/8" BOLT AND NUT (E) ROOF FRAMING, SEE ROOF INFO (N) SWH TILE STRUT ATTACHMENTS 5/16" STAINLESS STEEL LAG BOLT MIN. 2.5" PENETRATION SEALED W/ M1SEALANT EQUIPMENT ELEVATION DETAIL SCALE: N15, EAST WALL �r c�rc � u EXISTING EXISTING GATE GARAGE NEW SOLAREDGE —— — — —— DOOR SE7800A-US(240V) EXISTING 200A/200A MAIN , INVERTER I BREAKER 1201240V 1 cP 3W ' UNDERGROUND MAIN SERVICE PANEL& .. c METER I lO I I D I O I I I I NEW I I 60A AC DISCONNECT o Gaz 3 3' AS METER EASEMENT Solar Photovoltaic System DATE 7/12016 E/eddCare ELECTRICARE GRANT KUSH ATTACHMENT 2MGTa kWm ,sores DETAILS " :(951"" 28599 SUMMER LANE �s 1 e CSLB // 78366 (C-10) x, � — MENIFEE, CA 92584 PV-2A (215)-837-1049 6.720 kW SOLAR ARRAY MAX PV VOLTAGE&CURRENT CALLS: LG SOLAR LG320N1 C-G4320W 21 LG SOLAR 320W MODULES TOTAL RECORD LOW TEMP(`C):(PER ASHRAE HANDBOOK) -2 Vmp=33.6V Vow 40.9V TEMP COEFFICIENT(VOC)PER MANUFACTURER: -0.31 %/C IsF 10.05A Imp=9.53A STRINGS CONNECTED IN PARALLEL VOLTAGE CORRECTION: 1 Vcorrection X Voptm CEC PTC POWER=298.7W 120%RULE 1 SOLAREDGE SE760OA-US(240V)(24OV)INVERTER ALLOWED MAX * 350 = 378 V MAX DC VOLTAGE:500V BUS BAR MAIN BREAKER PV OCPD DC VOLTAGE INPUT RANGE:200.500V @ 240V 200 200 40 OUTPUT FROM POWER OPTIMIZER PER STRING: 12.8 V PEAK POWER TRACKING VOLTAGE:250-480V @ 240V 1.0 X lopt AC NOMINAL VOLTAGEIRANGE:211-264V @ 240V 1.0 * 12.8 = 12.8 V MAX AC OUTPUT CURRENT:32A CEC WEIGHTED EFFICIENCY:97.5%@ 240V SOLAREDGE POWER OPTIMIZER P400(240V) MAX DC VOLTAGE: BOV DC VOLTAGE INPUT RANGE:8-80V @ 240V TO UTILITY GRID E 200A MAIN SERVICE PEAK POWER TRACKING VOLTAGE:8-80V @ 240V ( ) AC NOMINAL VOLTAGE/RANGE:5-60 @ 240V DISCONNECT MAX AC OUTPUT CURRENT: 15A BI-DIRECTIONAL U- (E) CEC WEIGHTED EFFICIENCY:98.8%@ 240V UTILITY METER 200 A MAIN I , , SERVICE ELECTRICAL EQUIPMENT CALLOUTS ' PANEL ❑ ❑ z 10 SOLAR MODULES IN SERIES STRING 1 JUNCTION BOX a 600 V,NEMA 3R W/ MPPT 1 W/10 POWER OPTIMIZERS TILT: 19° EUROSTRIP OR POLARIS IT CONNECF ORS 1PH, 120/24OV, AZIMUTH:175 JB 1 2a 1UNGROUNDED ' 31/V �, MPPT z �B 7.6kW INVERTER UNGROUNDED ' NOT CENTER - -- ----- --- ------- -- FED 1 7 SOLAR MODULES IN SERIES - 4 SOLAR MODULE IN SERIES SOLAREDGE SE7600A-US(240V)(24(.V), 2 POLE 40A PV BREAKER _ w/4 POWER OPTIMIZERS I WI 7 POWER OPTIMIZERS INVERTER 240 VAC,32A NEMA 3R I J.I.JUSTED, L--- BACKFED [A ❑A STRING 2 (WITH INTEGRATED DC DISCONNFCT) BOND TO I STRING 2 TILT: 19° EXISTING UFER = TILT: 19° AZIMUTH: 175° AZIMUTH:265• © AC DISCONNECT 240 VAC,60A NEMA 3R,UL LISTED PV BREAKER IS TO BE LOCATED AT THE OPPOSITE END OF THE BUS BAR FROM THE MAIN BREAKER. WIRETAG# CONDUIT WIRE CITY WIRE WIRETYPE WIRE TEMP WIRE ADJUSTED WIRE TEMP CONDUIT FILL WIREOCP: TERMINAL STRINGSPERSET SHORTCIRCUIT NEC NEC STRING GROUND GROUND OCPD CHECK (CARRY GAUGE LENGTH RATING: LOCATION WIRETEMP AMP CORRECTION PERTahle 75oC OFWIRES(DC)OR CURRENT(DC) 690.8(A) 690.8(B) AMPS SIZE TYPE CURRENT) (AWG) (FEET) PER TABLE 310.15(B)(3)(a): RATING #OFINVERTERS: ORACOUTPUT 310.15(11)(2)(a): 1 NONE 2 10 PV WIRE 15 90°C ROOF 64. 40 X 0.65 X 1 = 26 35 1 X 12.80 X 1 X 1 = 12.8 #6 SBC NONE 2 314"EMT 4 10 THWN-2 60 901C ROOF 64 40 X 0.65 X 0.8 = 20.8 35 1 X 12.80 X 1 X 1 = 12.8 #8 THWN-2 NONE 2a 3/4"EMT 2 10 THWN-2 25 901C ROOF 64 40 X 0.65 X 1 = 26 35 1 X 12.80 X 1 X 1 = 12.8 #8 THWN-2 NONE 3 314"EMT 3 8 THWN-2 10 901C WALL 42 55 X 0.87 X 1 = 47.85 50 1 X 32.00 X 1.25 X 1 = 40 #8 THWN-2 40A 2P AMBIENTTEMPERANRESPECS Solar Photovoltaic System DATE LOW MEAN TEMP MFRVOLTAGE PERASHRAE TEMP COEFFICIENT VOLTAGE LOW HIGHAMBIENT CONDUITHEIGHT ROOFTOP ADDED TEMP PER ���rid/B ELECTRICAL LINE HANDBOOK °C TEMP.CORR. 00 TEMP t) In Table 310.158 3® °C ADJUSTEDTEMP TEMPCORRECTION ELECTRICARE GRANT KUSH DIAGRAM M9 GT .IkaP SftU ROOF -2 -0a1 toa 4z 0.s-3.s u Ba .cs - „"m�,a9ssF� 28599 SUMMER LANE WALL -2 42 N/A 0 42 .87 k`..: Rwr.(9sq 696956v CSLB 78366 (C-10) MENIFEE, CA92584 PV-3 ELECTRICAL SINGLE LINE DIAGRAM ----- (215)-815)-837-1049 In a � � . ��I ! Single Phase Inved'ers for North America 1 SE3000A-US/SE3800A-US/SE5000A-US/SE600DA-US/ SE760OA-US/SE1000WILIS/SE1140DA-US SE300DA-US 5E3800A-US SESDODA•US SE6GODA•US 5E76DDA•US SEIDDDDA-U5 15E1190DA-US OUTPUT SolarEdge Single Phase Inverters . No""AC Pm.WCX PUE 3000 3500 SWD 6D00.••. .....7W...I.... 9�D&mar 3140D VA 1� ................ ..... ... Max.AC Pp Output Wool ;150 54"4101)02W �D ]OB00@2m 12000 VA For North America AC OutplrtWMage Min-Nmn-Mx�.' J - ✓ SE3000A-US / SE380OA-US/ SE5000A-US/ SE6000A-US/ �_ms:zz9. .................... .......:....... ...... •---- ......... .... ................. ................. .......... •... . ACOutput Vortage MIn.Nam�Ma' .... SE760OA-US/SE10000A-US/ SE1140OA-US a1-zoo-26avx ' ' ' ' ' .......... ........................ .............. ................ :.............. ............... ................. ................. .......... 1c FmTciq NGv. ' ----I............... .............s9.3:w;Eos�wah ra mno-s�53?.:�: .�.`.�....-----•-- --.......---..... ...�?... no Max.Chnfi rs Wtpu[One�d 12.5 16 }I ® B at t75 A rGFd I ....._.1.... ... .... ... -- ------ aneadinn"Own" acie I tEs `p.ert,, Tlxcsl,dds etCJ INPUT 1 Vears � / Reownnaidee Max.00 Power' 375D 4750 Bt50 7500 9500 12W0 ]f15D W WartatdYm ls?9................................... .......... .................... ............... ........_..... ................I ................. .......... +epeae` Trairslrxmer .U ..Mz I ! ........I............... ............................... ..... ..... ............... ................. ................. . !A ...................I............... ....-.......................... I.:.'�s. nine.Dca e`^piage-_-- --------- 32s�ioav(3soe !.----- ................. ....... ... . I vot iss zaBv 33 20av ., Ma nRxRCurerA„• ss L....13 I,hs@ZNN.I...... ......L.....�...... ddc ..... raa mJ.a cnagc�mS ---..I. ......................... I...._.......... ............. ..... L.. .. _... Rexene-.. .. Pam.... ..... ...................... ...... �.. .. ............... ........... ..... I Gmubt-FauiLmiaBn Detection•- ..I. ... .... .... .......... ....._...._......_. 6001mSetslttvll)r. .. ....._.. . ........ I tamxxm a,�NnarnrtegM.v.-------- L---- ''---..L... -?.... L.... ...--I---•- --...1...... :.....L.... ._. I:: ' .. ike 42_5 ADDITIONAL FEATURES a !r Supported Cmm�unkntiuolMedaces ........................ ...................[61fl5:ftSt3 -Ftl!n!!RIWIbna11 ................. u_, • -r< ._ ReNenueOradc WGi,AN51 CJ1.1 I Dpli STANDARD COMPLIANCE Safety ? ....... EEEjW ...-_..."_..L.............. ...............................RL Ip0rt15 tla956 ._..._ _..""._-_-_"-.-i.....-... INSTALLATION SPECIFICATIONS .3/-0'mniaent/2L6A.... ,• • ,-.3,/.a'nvnxmrm(1F3AWG........... ......"... DCMpMwaddtshe%8ofstr6gs/ , ..•..... ......".... atyG rage a a wSme1 dr}(HriiwWxADcj1 ocsarc+rs..r.i.m........L...........s.L3..g./.zx.si.an..m..".....m.../..1.2!s t"6AW ............I. /am.fi..im. m/..1.-2..s.t.r..np116aW G --- -aimemlom with AC/OC Safely 3OSxi 30.5x1i5x105/775x3]5x1W 775x3 5x172 7731x . " .... ..... ........... mo ... ......-..... ....-.-. ..n.in.x./n. ... --I.......... e ... w . . --.......CodYiR....................._......_L..... ........ .....No,"CUhVetlldl...._ .,.............L..._.......,PeB..�ltVfI.KOLMY IIC)............ .L......... J .......... .... ... ............<ss.,"-_......... ...............L.._.......... ......_<so . ........._...._L. ... The best choice for SolarEdge enabled systems Mh-MaxOperaftTaryrasWre I -lgp +340/25to4W(CANyrtsima+a.Wto+60 I -F/ . .................................I............... ...--"---..---................. ............... ............... ................. ,................ ... Integrated arc fault protection(Type 1)for NEC 2011690.11 compliance ° ?!°! .....................I3A Superior efficiency(98%) -•-� Ld • Ikr nAmlyd:bvabadn.A.•,rm}an.+q•6gLro .rka6r�rtnsYae»lECeerYoW,+FwaYhbi�a]Yrpst LLd d fer {A1m�iMl.nLrb Small,lightweight and easy to install on provided bracket •`•AYQe, x,.oQn�yL, aFn,r,NrwTMx��w,.a.,�xx,�srwa = •^GNryOkkaed�bf.MrbLMubmadtivNn(ia�uFll.s5F31R541bQ1x1 V) Built-in module-level monitoring U Internet connection through Ethernet or Wireless w CL Outdoor and indoor installation Fixed voltage inverter,DC/AC conversion only Ld Pre-assembled AC/DC Safety Switch for faster installation VINE . Of 1D Optional-revenue grade data,ANSI C12.1LL - U Q USA-GERMANY-ITALY-FRANCE-JAPAN-CHINA-AUSTRALIA-THENETHERLANDS-ISRAEL vi"i.solaredge.us Z Q • Solar=qe z SollarEdge Power Optimizer Module Add-On for North America P300 / P400 I P405 SolarEdge Power Optimizer P300 1 P405 Module Add-On For North America INPUT (for fio�ell modules) lfDr72&=nxnJuIe3) Ififf Win film modulm) Rated Input DC Powert"t ....13ol.... ...........�............................4,M........ ... .....W, P300 I P400 P405 48 so 125 .1. .........L..V& Ah��mL).............. . ....... .......................... ....... Mfl!�jq ........... ...... ............ .peratir Rapige Adc 'Ii�axlmunn Short Clrtull:Cume�ijiso........ ................................. .... ...... ------ ---- .................. ...... .. .......... B�Iaol,...D'CInput*C,'u'-M-en,t----- 1ZS Adc --------- -- ....... ------------------------- ------------ ------ ------------------ .. ................ ....... ........ .............. . . - I ii -------------- - Weighted . ...... ......I. ...... ... ... . �......... .. . . . . ov"vok . Caftoq . it -OUTPUT DURING OPERATION(POWER OPTIMIZER CONNECTED TO OPERATING INVERTER) aximumo utcumnt Adc - MaxinnumOutputlilokage OUTPUT DURING STANDBY POWER OPTIMIZER DISCONNECTED FROM INVERTER OR INVERTER OFF) Sall DAM V—wtw per Power mixer1 Vdc STANDARD COMPLIANCE 001 , fik EMC IE=109-1 ........*......... ...... .......... ..............-...... ..... .. ........................... t ROM yes; INSTALLATION SPECIFICATIONS low V6C Vbltw............ ........ ................... ... ....... ......... ............... P:xxx-2 series 141 x 212 mm 'in....... .......?!AKI.�A��5&34XIM ...............*"**. ........ 128 x 152 x 35'i....... 128x1S2x4Zj Dimensions(W XLX H) Pxxx-5 series SxS-97x1M I SX'5'.97'X'1:Nn,,......��A........... • . . . ... . . .......................... .............. ...... ....... ................. ------------------- ...... Weight(indudingmbles) -1,11011111-2selies..... .........iii .- ......9501.?A........ .. .... .......�.�.1...�,I.,or. lb "lu...............***'*'*.... ...........*...... ...*------ ...../A2................... ........J.......... Inp ........... . ............. .......... .. ....... ...... ..... ....... ................... ..put e ........ ....... Double I Am bell ............ ........1......... Amp bell- ................ ................ Im 11- ........... .... ............... .... ...................... ............ 'C/'F.... ......... ......... .......... .. • ... ..---------------------------------- ............. .........I........... iM/NE~ ... ................ . ...... ......... ....... .... ................... I..._I..._.................._......-.....I............ !!Relative Hqmidity......... ................. ................................. ......,.....4: ............ ..._............................I....%..... LLI N PV SYSTEM DESIGN USING A SOLAREDGE INVERTERM SINGLE PHASE THREE PHASE 208V THREE PHASE 480V Wrillmum String length 8 10 is 0 (Power Optimizers)........................ ... ................ ................ ......... . ............... PV power optimization at the module-level Maximum 5 bringLeMith 2.S 25 so - Up to 25%more energy 60W12750 LLI ................. .. ............. ............... ...... .. ......... ........ - Superior efficiency(99.5%) Parallel Sbiilt�s of Different:Lengths LA yes - Mitigates all types of module mismatch losses,from manufacturing tolerance to partial shading or orientations V) .................. .... ........ ................ ........... ................ ................... ....... .... - Flexible system design for maximum space utilization Ld (L - Fast installation with a single bolt - Next generation maintenance with module-level monitoring Ld - Module-level voltage shutdown for installer and firefighter safety (If 0 USA - GERMANY - ITALY - FRANCE - JAPAN - CHINA - ISRAEL AUSTRALIA www.solaredge.us 0 so?ocoge Tictndol Inc.Ml nghm resc�. Sola�dgo logo.ORIMIZED BY S(31AROME on,.=�or�vs��mans of soorEdge-rociviolowes,Im.An ot"r tnadenna"cnonno��cnnin or c tntoema�of mit mspcine�rs.Win:W/2014 V.01.Suttioct to chante%1th*,,1 n0llco- swrt • • swR WAREHOUS: 1. • • WAREHOUSEr SWH Solar Mount Rail SWH Solar Mount End Clamp • End clamp material:6005-T5 extruded aluminum alloys Fart No. MR-SWSR-1Q MR-SW-SR-12,MRSW-SR-14,MR-SW.SR-14B . Maximum tensile:38ksi,yield:35ksi MR-SW-SR-17 Part No.MR-SW-EC-35,MR-SW-EF-4 S,MR-SW -40, 0,MR-SW-EE- , Finish:Clear or Black Anodized MR-SW-EF-45,MR-SW-EF-458,MR-SW-EE-50,MR-SW-EE-50B • SLOT FOR T-BOLT OR . Bolt&nut material:304 stainless . End clamp weight:varies based on height: 0.09-0.10 Ibs Y4'HEX HEAD SCREW . Rail material:6063-T6 BOLT `� Allowable and design loads are valid when components are Extruded aluminum alloys _ assembled according to authorized SWH documents NUT----_ . Values represent the allowable and design load capacity of a SLOT FOR Finish:Anodized Clear or Black single mid clamp assembly when used with a SWH solar 3/a`HEX BOLT 2.25" MODULE- mount rail to retain a module in the direction indicated (} . Assemble mid clamp with one'/V-20 T-bolt and one Y SLOT FOR I I 1/4"-20"-20 ASTM F594 serrated flange nut � IUI . Use anti-seize and tight to 10ft-Ibs of torque �•HEX BOLT END CLAP r X M . Ressistance factors and safey factors are determined according to part 1 section 9 of the 2005 Aluminum Design .75/1"-�+--� SWH Solar Mount Rail and third-party test results from an IAS accredited RAIL laboratory . Modules must be installed at least 1.5 in from either end of a Properties Units SolarGount SWH solar mount rail IS BeamHe5gtlt in 225 'rmnnua' Applied Load Average Allowable Safety Design Resistance Direction Ultimate Load Factor, Load Factor, I' Appmxirlate Weight ptf 0.700 VAJ1ES F'--1 Ibs(N) Ibs(N) FS Ibs(N) A I' Area Momannt of Inertia X-Axis in. 0.445913 r o ie Tension.Y+ 2020(8987) 891 (3963) 2.27 1349(5f'94; 0.667 Y T ioatss Transverse,Z± 520(2313) 229(1017) 2.27 346(1539) 0.665 Area Momemnt of Inertia Y-Axis in 0.057115 4 F X 1 - Sliding,X± 1194(5312) 490(2179) 2.44 741 ;3225) 0.620 Total Cross Secbona,l Area ire 0.588 Dimensions specified in inchesunless noted I Tensile Strength kg0mm' 19.4 - 5WH Solar Mount Mid Clamp Yield S1regth kgUmnif 16.9 j Part No. MR-SW-MC-20,MR-SW-MC-208 Mid clamp material:6005-T5 extruded aluminum alloys Elogaticn (G.L--25mm) % 17.2 . Maximum Tensile:38ksi,yield: 35ksi BOLT . Finish:Clear or Black Anodized Hardness(HR15T) 71 • Bolt&nut material:304 stainless NUT • Mid clamp weight:0.0096 Ibs RAIL • Allowable and design loads are valid when components are Typical Composition \ assembled according to authorized SWH documents Values represent the allowable and design load capacity of a Material %Si %Fe %Cu %Mn %Mg %Zn %M %Cr %Pb %Sn �.Ti %AI single mid clamp assembly when used with a SWH solar mount rail to retain a module in the direction indicated m e063 0.3972 02679 11.009 0.0666 0.4936 0-0436 D.0D56 0.0205 0.D010 0.0944 0.0188 98.6 >� • Assemble mid clamp with one 1/4"-20 T-bolt and one 1/4"-20 ASTM F594 serrated flange nut < • Use anti-seize and tight to 10ft-Ibs of torque MID CLAMP - • Ressistance factors and safety factors are determined SOLAR MOUNT RAIL Id w according to part 1 section 9 of the 2005 Aluminum Design MODULES Manual and third-party test results from an AS accredited = L-BRACKET laboratory 1n r.000lSTwxe Applied Load Average Allowable Safety Design Resistance U - - Direction Ultimate Load Factor, Loads Factor, wa Ibs(N) Ibs(N) FS Ibs(N) m <n Tension,Y+ 1321 (5876) 529(2352) 2.50 800(3557) 0.605 Of y "— -- Transverse,Z± 63(279) 14(61) 4.58 21 (92) 0.330 11� Solar Warehouse'is a registered trademark and DBA of Calmonte Corporation. 4 Sliding,X± 142(630) 52(231) 2.72 79(349) 0.555 U 9628 Valley Blvd., Rosemead CA 91770(626) 579-3288 www.calmontecorp.com Dimensions specified in inches unless noted w swN • • WAREHOUSE 1-- SWH Solar Mount L-BRACKET . L-Bracket material:6005-T5 Extruded aluminum alloys WAREHOUSE Part No.MR-SW-LB-90,MR-SW-LB-90B . Maximum Tensile:38ksi,yield:%ksi RAIL a Finish:clear or black anodized; . Bolt&nut material:304 stainless MANUFACTURER'S LIMITED STRUCTURAL FLANGE NUT • L-bracket weight:0.24}bs PERFORMANCE WARRANTY Allowable and design loads are valid when components are - / assembled according to authorized SWH documents Solar Warehouse warrants to the buyer("Buyer")at the original installation site ("Site")that any of . For the rail to L-Bracket connection: the components (the "Product") purchased from Solar Warehouse shall be free from structural •Assemble with one STM F593 W-16 hex bolt and defects in material, workmanship and performance as referenced in the Solar Warehouse Product ASTM Ye"serrated Flange Nut Information,for a period often (10)years, except for the anodized finish, which finish shall be free . Ressistance factors and safety factors are determined from visible peeling, or cracking or chalking under normal atmospheric conditions for a period of according to part 1 section 9 of the 2D05 Aluminum Design five(5)years("Finish Warranty"),from the earlier of 1)the date the installation of the Product at the Manual and itt}rd-party test results from an IAS accredited Site is substantially complete,or 2) 120 days afterthe purchase of the Product by the original Buyer HEX BOLT �% of the Product ("Warranty Period"). Buyer may transfer this Warranty to subsequent owners, or if NOTE; Loads are given for the L-bracket to rail connection only; Buyer is a contractor to the property owner. In this Warranty,the term "Buyer" refers to the original be sure to check load limits for standoff,lag screw,or buyer and any subsequent transferee of which Solar Warehouse has advance notice. Proof of L-BRACKE other attachment method purchase is required. The Finish Warranty does not apply to any foreign residue deposited on the finish. All installations in corrosive atmospheric conditions are excluded. The Finish Warranty is Applied Load Average safety Design Resistance VOID if the practices specified by AAMA 609 & 610-02 - "Cleaning and Maintenance for Direction Ultimate Allowable Load Factor, Load Factor, Architecturally Finished Aluminum" (www.aamanet.org)are notfollowed by Purchaser.This Limited Ibs(N) Ibs(N) FS Ibis(N) • Warranty covers only the Product, and not PV modules, electrical components and or wiring used 3.00 Sliding,Zt 1766(7856) 755(3356) 2.34 1141 (5077) 0.646 in connection with the Product or any other materials not provided by Solar Warehouse. This n sm ro° Warranty does not cover damage to the Product that occurs during its shipment, storage, and y :;HkADWAAE Tension,Y+ 1859(8269) 707(3144) 2.63 1069(4755) 0.575 ty 9 9 P 9 t . installation or from force majeure acts including fire, flood, earthquake, storm, hurricane or other c i________: r Compression,Y- 3258(14492) 1325(5893) 2.46 2004(8913) 0.615 zoo _ natural disaster, war, terrorist activities, acts of foreign enemies and criminal acts. This Limited • �°° Traverse,Xt 486(2162) 213(949) 2.28 323(1436) 0.664 Warranty shall be void if A)installation of the Product is not performed in accordance with the Solar .... • < <o Dimensions specified in inches unless noted Warehouse Product Information, B) if the Product has been modified, repaired, or reworked in a , •°°° °•}°°` �- - - manner not previously authorized by Solar Warehouse in writing, or C)the Product is instzlle(I - an environment for which it was not designed, each as determined by Solar Warehouse in` Solar SWH Solar Mount Splice Bar Warehouse's sole discretion. If, within the Warranty Period, the Product shall be proven in` Solar °°o °° P . Splice bar material:6005-T5 extruded aluminum alloys Warehouse sole discretion to be defective, then Solar Warehouse shall repair or replace the Part No.MR-SW-SB-07,MR-SW-SB-076 . Maximum tensile:38ksi,yield:35ksi I- defective Product, or any part thereof, at Solar Warehouse's option. Any such ;eaair or . Finish:clear or black anodized replacement does not cause the beginning of new warranty terms, nor shall the Warranty Period of ... ° RAIL Self-tapping screw material:304 stainless this Limited Warranty be extended. Solar Warehouse's aggregate liability under this Limited ° • Splice bar weight 0.36 Ibs Warranty shall not exceed the original Purchase Price of the Product. Buyer shall bear all costs of o.... < Allowable and design loads are valid when components are assembled shipment or transportation related to the repair or replacement of the defective product. Such SPLICE • according to authorized SWH documents repair or replacement shall be Buyer's sole remedy under this Limited Warranty and shall fulfill all For the Splice bar to Rail connection: of Solar warehouse's obligations with respect to this Limited Warranty. EXCEPT FOR THE LIMITED •Slide splice bar in groove on between two rails WARRANTY EXPRESSED ABOVE, SOLAR WAREHOUSE MAKES NO REPRESENTATION OR • Use 4-8 y4"self-tapping screw to join Splice bar to both rails WARRANTY OF ANY KIND WHATSOEVER AND HEREBY DISCLAIMS ALL OTHER WARRANTIES, . Ressistance factors and safetyfactorsaredeterminedaccordingtopart1 EXPRESS OR IMPLIED, INCLUDING THE IMPLIED WARRANTIES OF MERCHANTABILITY, co section 9 of the 2005 Aluminum Design Manual and third-party test FITNESS FOR A PARTICULAR PURPOSE, COURSE OF DEALING AND USAGE OF TRADE. ¢ results from an 1AS accredited laboratory EE RAIL e A thermal break is required every 40 feet of continously connected rail. SOLAR WAREHOUSE SHALL NOT BE LIABLE FOR LOSS OF USE, REVENUE OR PROFIT, OR FOR I For additional concerns on thermal breaks in you specific project,please INDIRECT, SPECIAL, PUNITIVE, LIQUIDATED, INCIDENTAL OR CONSEQUENTIAL DAMAGES, W consult alicensed structural engineer. OR FOR ANY OTHER LOSS OR COST OF A SIMILAR TYPE, OR FOR CLAIMS BY BUYER FOR w . Expansion joints prevent buckling of rails due to thermal expansion. DAMAGES OF BUYER'S CUSTOMERS, CLAIMS OF OF A SIMILAR TYPE, OR FOR CLAIMS BY = Splicebarsmaybeusedforthermalexpansionjoints.Tocreateathennal cn BUYER FOR DAMAGES OF BUYER'S CUSTOMERS, CLAIMS OF THIRD PARTIES OR INJURY TO - PERSONS OR PROPERTY ARISING OUT OF ANY DEFECT IN THE PRODUCT COVERED BY THIS expansion joint, slide the splice bar into the 1/2" between the rail WARRANTY.ALL SUCH DAMAGES AND EXPENSES ARE HERBY EXCLUDED. a- segments.Secure the splice bar with two screws on one side only. Foot- 0 ings (sucYr as L-brackets or standoffs) should be secured rtorma}}y pn For warranty service claims, Please contact Solar Warehouse at infoCcalmontecorp.com w both sides of the splice.No PV module or mounting hardware component LU SELF-TAPPING SCREW should straddle the expansion joint SPLICE BAR c� L� - Z Murp 5431 & y Drive middleton, 53502 USA Telaphone:cal iwne: IStt836.4400 Facsidle: 6&831.9279 x5ew.intutekcan Test Verification of Conformity In the basis of the tests undertaken,the sample(s)of the below product have been found to comply with the requirements of the referenced specifications at the time the tests were carried out. Applicant Name&Address: Calmonte Corporation 9628 Valley Blvd. Rosemead,CA 91770 USA Product Description: Photovoltaic Mount Ratings&Principle Fire Class Resistance Rating: Characteristics: -Flush Mount(Symmetrical). Class A Fire Rated for Steep Slope applications when using Type 1 listed photovoltaic modules. Tested with a 5"gap(distance between the bottom the module frame and the roof covering),per the standard this system can be installed at any gap allowed by the manufacturers installation instructions. No perimeter guarding is required. Models: S W H—Standoff PV Racking Brand Name: N/A Relevant Standards: UL 2703(Section 15.2 and 15.3)Standard for Safety Mounting Systems,Mounting Devices, Clamping/Retention Devices,and Ground Lugs for Use with Flat-Plate Photovoltaic Modules and Panels, First Edition dated Jan.28,2015 Referencing UL1703 Third Edition dated Nov. 18, 2014,(Section 31.2)Standard for Safety for Flat-Plate Photovoltaic Modules and Panels. Verification Issuing Office: Intertek Testing Services NA, Inc. o o 8431 Murphy Drive r �" 0000 ao o iicr Middleton,WI 53562 0000 Date of Tests: 3/18/2015 to 03/20/2015 e o o Z H Test Report Number(s): 1019 88 2 0 5MID-001. U) This verification is part of the full test report(s)and should be read in conjunction with them.This report does not automatically J J imply product certification. :D J Completed by: Chad Naggs Reviewed by: Gregory Allen Q Title: Technician II,Fire Resistance Title: Engineering Team Lead,Fire ResistanceUJ K W U Signature: Signature: - _ CO Date: 03/30/2015 Date: 03/30/2015 [J W d K W This Verification is for the exclusive use of Interlek's client and is pruvided p.aanl to the agreement between lntertek and ir,Client.interiek's responsibility and liability ure limited to the terms and conditions of the agreement"Intertek assumes no liability to any party,other than to the Client in accordance with the agreement,for any loss,expense F- or damage occasioned by the use afthiS Verfication.only the Client is authorized to permit copying or distribution ofthis Verification. Any use ofthe mtertek name or one afits U marks far the sale or advertisement of the tested material,product or service must first be approved in writing by Intertek. The observations and testyinspection results LL referenced in this Verification are relevant only to the sample testedfnspected. This Verification by itself does not imply that the material,product,orservice is or has ever been under an Intertek certification program. Z Q 6FTQPL11&VWMAR-20141 er =® BURNDY® WEEB-LUG The WEEB Lug Consists at a WEEB(Washer, Electrical Equipmrit Bond), lay-in lug,and hardware. It is used with one solid or stranded copper wire(14AWG to 6AWG),or two copper wires(12AWG to 10AWG) to provide a continuous ground on roof or ground mounted solar systems. Unlike traditional lay-in lugs, the WEEB Lug does not require surface preparation on rail or module to install.The WEEB Lug is installed using stainless steel mounting hardware.When the hardware is tightened the WEEB's specialized tooth embed into anodized aluminum, galvanized steel,or any electrically conductive metal to establish a gas tight electrical connection.The tin-plated Lug assures minimum contact resistance and protection against corrosion.Copper wire is damped by a 1/4-28 stainless steel screw,which is horizontal to the tang for easy access when mounted under a PV module.The low profile of the WEEB Lug allows it to be installed in a variety of positions. Catalog Item# L x W x H Hole Hardware Torque WEEK-LUGS] 30020t09 1.60"x 0.71"x OAT 1/4 inch hardware- 0266" included unassembled WEEK-LUG-6.7AS 30020110 1.60"x 0.7l"x 0A7" 1/4 inch hardware- 71L lbs.for included assembled tarminal screw WEEK-LUG-8.0 3DO20111 1.60'x 0.87-x OAT MS or 5116 Inch hardware- 10 fL It,_for not included mounting WEEB-LUG$2MS 80020115 1.60'x 0.71'z O.4T M8 or 5116 inch hardware- hardware < 0.323" riot inc udad w/Penehox-A WEEK-LUG-15.8 30=112 1.60"x 0.71-x OAT MS or SH6 inch hardware- on threads not included • Material: 304 stainless steel,tin-plated copper,outdoor rated Ali • Low profile design ` —i • Multiple equipment ground conductor allowance: One 14 AWG to 6 AWG or two 10 AWG,two 12 AWG ` • Listed toANSllUL 467 by Intertek ETL uou000 u oocceo occo 0 <c. c o 0 Customer Service Department lU 7 Aviation Park Drive Londonderry, NH 03053 vai 1-800-346,4175 Fnwke-k Of 1-603-647-5299(International) 3098177 LLJ F @2012 BURNDY LLC www.weak:com HUBBELL U Q 7 Z Q Product Data Sheet DU222RB SWITCH NOT FUSIBLE GD 240V 60A 2P NEMA3R FETSMUARE IM by Schneider EI«u.i, List Price $353.00 USD Availability Stock Item:This item is normality stacked in our distribution facility. Technical Characteristics Number of Poles 2-Pole Terminal Type Lugs Type of Duly General Duty Maximum Voltage Rating 240VAC Wire Size #10 to#2 AWG(AI)-#14 to#2 AWG(Cu) Action Single Throw Ampere Rating 60A Approvals UL Listed File Number E2875 Enclosure Rating NEMA3R Enclosure Type Rainproof and SleeUlce proof(Indoor/Outdoor) ` Factory Installed Neutral No Disconnect Type Non-Fusible Mounting Type Surface Shipping and Ordering ° C-V 4f COV Category 00106-Safety Switch,General Duty,30-20D Amp,NEMA3R CC(° VC Discount Schedule DE1A GTIN 00785901491491 ` ° 0 0 000°p0 O OV V(CV Package Quantity 1 c 000o f Weight 4.7 lbs. Availability Code Stock Item:This item is normally stocked in our distribution facility. Retumability Y Country of Origin MX J_ Q As standards,specifications,and designs change from time to time.please ask for confirmation of the information given in this document. (if Ld W W S (n Ld W a W Gecer�FeC 1n4Y112U11 '52.907 U 1 Q ©2011 Schneider Electric.All rights reserved. Schneider 'Electric a SWH Racking System Data Sheet Version 12.113,2 SOLAR WAREHOUSE SWH Solar Mount Tile Strut MFGPN: MR-SW-TT-6B, MR-SW-TT-6S, MR-SW TT45, MRSW TT4SB Base and Channel Nut Materials: • 6005-TS extruded aluminum alloy • Clear or black anodized -- Fasteners and Flashing Materials: • 304 stainless steel •Tigten threaded rod onto channel nut - z to 14 ft-I bs torque "Product not recommended for clay or slat tiles. -_- 1 5116"x 3.5"Stainless Steel lag bolt included. CONFORMS TTOO UL`SUB 2703 US Intertek SW-TT-6 SW-TT-6B SW-TT-4S SW-TT-4SB 4009330 6" ROD 6" ROD 4" ROD 4" ROD Lag pullout(withc1rawal)capacities(Ibs)in typical roof lurnber(ASD) Sources: American Wood Council, NOS 2005, Table 11.2a, 11.3.2A. +r/,s"lag screw'specifications Notes: Specific gravity per inch thread depth (1)Thread mustbe embedded in the side grain of a rafter or other structural member integral with lding e. Douglas Fir,Larch 0.50 266 (2)Lag boltsctu must (2)Lag belts must be located in the middle third of Douglas Fir,South .46 235 the structural member. Engelmann Spruce,Lodgepole Pint .46 235 (3)These values are not valid forvret service. (4)This table does not include shear capacities. If Hem,Fir,Redxaod(close grain) .43 212 necessary,contact a local engineer to specifiy lag Hem,Fir(North) .46 235 bolt size with regard to shear forces. r , r c c Southern Pin .55 307 (5) Install lag bolts with head and washer flush to Spruce,Pine,For A2 20550 266 surface(no gap).Do not over-torque. Spence,Pine,Firz (6)Withdrawal design values for lag screw connec- . Thread lions shall be multiplied by applicable adjustment depth factors if necessary. See Table 10.3.1 in the V ttttV iMSR 1650 f &higher American Wood Council NDS for Wood Construc- ZE of2 million psi and higher grades ofMSR and MEL IL nOn' -Use flat washers with leg xxws. o 0 0 0U O Z Axial Load Capacity Note: Loads are given for the strut only. Check load limits for lag screw X Y or other attachment methods. Average Average Average Base Assembled Ultimate Load Ultimate Load Ultimate Load Dimension Weight Part Ibs(N)X± Ibs(N)Y± Ibs(N) Z± W x L x H SWTT08 6" rod 154 (685) 137(609) 7688(34198) 1.75" x 8" x 1" 0.936 Ibs SWTT08 4" rod 359(1597) 370(1646) 8569(38117) 1.75" x 8" x 1" 0.888 Ibs SWTT08S 6" rod 1 150 (667) 1 139(618) 1 4215 0 8749) 1 1.75" x 8"x 0.75" 1 0.870 Ibs SWTT08S 4" rod 1 313 0392) 1 313 0392) 1 4279 09034) 1 1.75" x 8" x 0.75" 1 0.822 Ibs *Independent laboratory Tested 9628 Valley Blvd. Rosemead, CA 91770 1 Phone 626-579-3286 1 info@esolarwarehouse.com L Intertek , AUTHORIZATION TO MARK AUTHORIZATION TO MARK This authorizes the application of the Certification Mark(s) shown below to the models described in the Product(s) ' This authorizes the application of the Certification Marks) shown below to the models described in the Product(s) Covered section when made in accordance with the conditions set forth in the Certification Agreement and Listing I Covered section when made in accordance with the conditions set forth in the Certification Agreement and Listing Report. This authorization also applies to multiple listee model(s) identified on the correlation page of the Listing Report. This authorization also applies to multiple listee model(s) identified on the correlation page of the Listing Report. Report. This document is the property of Intertek Testing Services and is not transferable. The certification mark(s) may be This document is the property of Intertek Testing Services and is not transferable. The certification mark(s) may be applied only at the location of the Party Authorized To Apply Mark. applied only at the location of the Party Authorized To Apply Mark. J Calmonte dba Solar Corporation Calmonte Corporation dba Solar Calmonte Corporation dba Solar Manufacturer: Calmonte Corporation dba Solar Applicant: Warehouse Warehouse p Manufacturer: Applicant: Warehouse Warehouse 9628 Valley Blvd 9628 Valley Blvd Address: 9628 Valley Blvd Address: 9628 Valley Blvd Address: Rosemead, CA 91770 Address: Rosemead, CA 91770 Rosemead, CA 91770 Rosemead, CA 91770 Country: USA Country: USA Country: USA Country: USA Contact: David Tsay Contact: David Tsay Contact: David Tsay Contact: David Tsay Phone: (626)579-3288 Phone: (626)579-3288 Phone: (626) 579-3288 Phone: (626) 579-3288 FAX: (781)465-6793 FAX: (781)465-6793 FAX: (781)465-6793 FAX: (781)465-6793 Email: sales@calmontecorp.com Email: sales@calmontecorp.com Email: sales@calmontecorp.com Email: sales@calmontecorp.com Party Authorized To Apply Mark: Same as Manufacturer Party Authorized To Apply Mark: Same as Manufacturer Report Issuing Office: Lake Forest, CA �l/�� Report Issuing Office: Lake Forest, CA £jlwAl(t��j Control Number: 4009330 Authorized by: 6111 1 Control Number: 4009330 Authorized by: for Thomas J. Patterson, Certification Manager for Thomas J. Patterson, Certification Manager ETL CLASSIFIED tt , Intertek Intertek , This document supersedes all previous Authorizations to Mark for the noted Report Number. This document supersedes all previous Authorizations to Mark for the noted Report Ph 1mber. 's Authorization to Mark is the exclusive use of Intertelfs Client and is pmvided pursuant to the Certification agreement between Intertek and Its Client lntertek's responsibility and liability are This AuMmizationto Mark is for the exclusive use of bdertek's Client and is provided pursuant to the Certification agreement between Intertek and its Client.lnter.a:L r spc isibility,and liab!9ty,are This limited to the mnns and conditions of the agreement Intermix assumes no liability to an g for an loss.expense or damage occasioned limited to the mrs and corxlifiens of the agreement lntmek assumes no liability to any party,other than to the Client In accordance with Me agreement.for any loss,expense or damage occasioned 9 ty yparty,other than to Me Clianl in accordance with rhea agreement, y, b the use of this Authorization to Mark Only the Client is authorized m pemsl copying or distribution of this Amhommlion to Mark and then only in its entirety.Use of lntertek's Certification mark is by the use of this Authorization to Mark Only the Client is authorized to penal copying or distribution of Mis Authorization to Mark and then only in its entirely.Use of Intertek's Ceafi('.a�iog mrt is y restricted to Me conditions lald out in Me agreement and in this Authorization to Mark.Any further use of the Intertek name for Me sale or a&ar isement of Me tested material,productor service nwat < c r restricted to the conditions laid out in Me agreement and In this Authorization to Mark.Any further use of the Intertek name for Me sale or advertisement of the tested material,product or service must first bee roved in writing b Intertek Initial Facto Assessments and Follow up Services are for the purpose assuring a ronate usage the Certification mark in accordance wil.Mac first be approved in writing by Intertek Initial Factory Assessments and Follow up services am for the purpose of assuring appmpdate usage of Me Certification mark In accordance with the pa g y Factory p he g ae p g t- c agreement,they are not for Me purposes of production quality control and do not relieve the Client of Mes obligations in this respect agreement,they are not for Ma purposes of production quality control and do net relieve the Client of their obligations in Mis respect < Intertek Testing Services NA Inc. Intertek Testing Services NA Inc. 545 East Algonquin Road,Arlington Heights, IL 60005 545 East Algonquin Road,Arlington Heights, IL 60005 Telephone 800-345-3851 or 84 Arlington H Fax, IL 60 05 Telephone 800-345-3851 or 847-439-5667 Fax 312-283-1672 Outline Investigation for Rack Mounting Systems and Clamping Devices for Flat-Plate Photovoltaic Standard(s): Outline Investigation for Rack Mounting Systems and Clamping Devices for Flat-Plate Photovoltaic Standard(s): M Modules and Panels (UL Subject 2703, Issue#1, dated 10/04/2010). Modules and Panels (UL Subject 2703, Issue#1, dated 1 0/0412 0 1 0). P Product: Racking System Product: Racking System Brand Name: Solar Warehouse Brand Name: Solar Warehouse Models: SWH Standoff and SWH Tile Strut Models: SWH Flashed L-feet, SWH Roof Bar, and SWH Roof Hook ATM Issued: 16-Apr-2014 ATM for Report 101316397LAX-003 Page 1 of 1 ATM Issued: 16-Apr-2014 ATM for Report 101316397LAX-002 Page 1 of 1 p ED 16.3.15(1,Ian-13)Mandatory ED 16.3.15(1Jen-13)Mandatory