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PMT14-00933 1 City of Menifee Permit No.: PMT14-00933 29714 HAUN RD.' Type: Residential Electrical �CC�L.X MENIFEE, CA 92586 MENIFEE Date Issued: 05/01/2014 PERMIT Site Address: 28716 AUTUMN LN, MENIFEE, CA 92584 Parcel Number: 372-421-007 Construction Cost: $13,813.00 Existing Use: Proposed Use: Description of INSTALL RESIDENTIAL ROOF MOUNTED SOLAR PV SYSTEM 25 PANELS 1 INVERTER 6.25KW Work: Owner Contractor JIMMY KANG SOLARCITY CORPORATION 28716 AUTUNM LN 3055 CLEARVIEW WAY MENIFEE, CA 92584 SAN MATEO, CA 94402 Applicant Phone: 6509635630 BEVERLY MILLER License Number: 888104 SOLARCITY CORPORATION 3055 CLEARVIEW WAY SAN MATEO, CA 94402 Fee Description Qty Amount 7r-'§-,terms-.,, 520Q:• oar i��eslQep lal or S mpall Com r er'clal 1 � ILiLC" - k"L u.a,.w.duua. � ^' ,�,y'•xirt._ t'Ebs^ ' `1"`'$ Building Permit Issuance 1 27.00 PS70T790i sR,�e a Elect ca � „�,.: 2�1 Z9 GREEN FEE 1 1.00 $411.07 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 building operations being carried on thereunder when in violation of the Building Code or of any other ordinance of City of Menifee.Except as otherwise stated,a permit for construction under which no work is commenced within six months after issuance,or where the work commenced is suspended or abandoned for six months,shall expire,and fees paid shall be forfeited. AA_Bldg Permit Template.rpt Page 1 of 1 City Of Menifee LICENSED DECLARATION I hereby affirm under penalty or perjury that I am licensed under provisions of ❑ I, as owner of the property an exclusively contracting with licensed Chapter 9(commencing with section 7000)of Division 3 of the Business and contractors to construct the project(Section 7044, Business and Professions Professions Code and my license is in full force and effect. Code:The Contractor's License Law does not apply to an owner of a property License Class - License No. who builds or improves thereon, and who contracts for the projects with a Expires Signature licensed contractors)pursuant to the Contractors State License Law). WORKERS'COMPENSATION DECLARATION ❑ I am exempt from licensure under the Contractors'State License Law for the ❑ I hereby affirm under penalty of perjury one of the following declarations: following reason: I have and will maintain a certificate of consent of self-insure for workers' By my signature below I acknowledge that, except for my personal residence in compensation,issued by the Director of Industrial Relations as provided for by which I must have resided for at least one year prior to completion of Section 3700 of the Labor Code, for the performance of work for which this improvements covered by this permit, I cannot legally sell a structure that I have permit is issued. built as an owner-building if it has not been constructed in its entirety by licensed Policy# contractors. I understand that a copy of the applicable law, Section 7044 of the ❑ 1 have and will maintain workers' compensation insurance, as required by Business and Professions Code,is available upon request when this application is section 3700 of the Labor Code, for the performance of the work for which this submitted or at the following Web site:http//www.Ieq[nfo.caaov/ca aw html. permit is issued.My workers'compensation insurance carrier and policy number are: Property Owner or Aut prized Agent Date ' Carrier Expires Policy# ' ❑ By my Signature below, I certify to each of the following: I am the property Name of Agent Phone# owner or authorized to act on the property owner's behalf. I have read this (This section need not be completed if the permit is for application and the information I have provided is correct. I agree to comply one-hundred dollars($100)or less) with all applicable city and county ordinances and state laws relating to building construction. I authorize representatives of this city or county to enter the above- El I certify that In the performance of the work for which this permit is issued, I identified property for the inspection purposes. shall not employ any persons in any manner so as to become subject to the workers' compensation laws of California, and agree that if I should become subject to the workers'compensation provisions of Section 3700 of the Labor Property Owner or Authorized Agent Date Code,I shall forthwith comply with those provisions. City Business License# Date; Applicant; WARNING: FAILURE TO SECURE WORKERS' HAZARDOUS MATERIAL DECLARATION COMPENSATION COVERAGE IS UNLAWFUL, AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND DOLLARS WILL THE APPLICANT OR FUTURE BUILDING ($100,000), IN ADDITION TO THE COST OF COMPENSATION, ❑YES OCCUPANT HANDLE A HAZARDOUS MATERIAL ORA DAMAGES AS PROVIDED FOR IN SECTION 3706 OF THE MIXTURE CONTAINING A HAZARDOUS MATERIAL LABOR CODE, INTEREST,AND ATTORNEYS FEES ❑NO EQUAL TO OR GREATER THAN THE AMOUNTS CONSTRUCTION LENDING AGENCY SPECIFIED ON THE HAZARDOUS MATERIALS I hereby affirm that under the penalty of perjury there is a construction lending INFORMATION GUIDE? agency for the performance of the work which this permit is issued (Section WILL THE INTENDED USE OF THE BUILDING BY THE 3097 Civil Code) APPLICANT OR FUTURE BUILDING OCCUPANT REQUIRE Lender's Name OYES A PERMIT FOR THE CONSTRUCTION OR MODIFICATION FROM THE SOUTH COAST AIR QUALITY MANAGEMENT Lender's Address ❑NO DISTRICT(SCAQMD)SEE PERMITTING CHECKLIST FOR GUIDE LINES OWNER BUILDER DECLARATIONS I hereby affirm under penalty of perjury that I am exempt from the Contractor's PRINT NAME: License Law for the reason(s)indicated below by the checkmark(s)I have placed OYES WILL THE PROPOSED BUILDING OR MODIFIED FACILITY next to the applicable items) (Section 7031.5. Business and Professions Code: BE WITHIN 1000 FEET OF THE OUTER BOUNDARY OF A Any city or county that requires a permit to construct, alter, improve, demolish, ❑NO SCHOOL? or repair any structure, prior to its 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 Contractor's State License Law (Chapter 9 (commencing with I HAVE READ THE HAZARDOUS MATERIAL Section 7000)of Division 3 of the Business and Professions Code)or that he or ❑YES INFORMATION GUIDE AND THE SCAQMD PERMITTING she is exempt from licensure and the basis for the alleged exemption. Any CHECKLIST. I UNDERSTAND MY REQUIREMENTS violation of Section 7031.5 by any Applicant for a permit subjects the applicant to ❑NO UNDER THE STATE OF CALIFORNIA HEALTH AND SAFETY - a civil penalty of not more than($500).) CODE, SECTION 25505 25533 AND 25534 CONCERNING ❑ I, as owner of the property, or my employees with wages as their sole HAZARDOUS MATERIAL I EPOR'fING. compensation, will do( )all of or( ) porting of the work, and the structure is PROPERTY OWNER OR AUTHORIZED AGENT not intended or offered for sale.(Section 7044,Business and Professions Code; The Contractor's State License Law does not apply to an owner of a property X who, through employees' or personal effort, builds or improves the property, provided that the improvements are not intended or offered for sale. If,however, the building or improvement is sold within one year of completion, the Owner- Builder will have the burden of proving that it was not built or improved for the purpose of sale). CITY OF 1V1JUl®YFEE PLCK No: 29714 Haun Road Da l� 3 te Date: Menifee, CA 92586 oft{ A Phone: (951)672-6777 Amount: y�U Amount: Fax:(951)679-3843 Ck#�A Ck#- Building Combination Permit To Be Completed By Applicant Legal Description: CT f Planning Case: F: Property Address: Assessor's Parcel Number. �d7 Project/Tenant Name: Unit#: Floor#: Name: Jimmy Kan P Number Zip No. Fax No. Property Address: Unit Nub Owner 2871E Autumn Lane P Code Email Address: Name: Phone No. Fax No. Beverly Miller 51-291-8703 Applicant Address: Unit Number Zi Code same as contractor p Email Address: tIlY,r- 5'�lcu�c.t Name: Phone No. Fax No. 650-638-1028 Contractor Address: City State Zip Code 3055 CIearview Wa ontractor s dy Business icense o. Cont�2t55 I tgr;$,Cyy State of California License No. Classification: Number of Squares: UU44 Square Footage 180 Description of work: residential roof mount 25 panels 1 inverter for PV 6.25 KW cost of Work:$ Applicant's Signature Date: L L J 7o Be Completed By City Staff Only Indicate As R-Received or N/A-Not Applicable 5 Completes sets of fully dimensioned,drawn to sale plans which include: 1 set of documents which include ❑ Title Sheet ❑ Elevations ❑ Electrical Plan ❑ Geo Tech/Soils Report(on cd only) ❑ Plat/Site Plan ❑ Roof Plan ❑ Mechanical Plan ❑ Title 24 Energy(on 8 Y x 11) ❑ Foundation Plan ❑ Cross Section ❑ Plumbing Plan ❑ Structural Calculations ❑ Single Line diagram for elec.services over 400 AMP ❑ Floor Plan ❑ Structural Framing Plan&Details ❑ Shoring Plan ❑ Sound Report-Residential Class Code: Indicate New Construction Alteration' Addition' Means/Methods Work Type: Repair- Retrofit' Revision to Existing Permit' Required? YES NO Proposed Building Use(s): Existing Building Use(s): #Buildings: #Units: It Stories: Will the Building Have a Basement? Y of N Bldg. Code Occupancy Group Indicate Indicate if YES or NO Indicate allNGeo-tech-Haz.Zone At Project Construction Spdnklered that applyCoastal Zone Completion: Type(s): C of o YES or NO Noise Zone Required? Listed on Historic Resources Inventory CITY PLANNING STAFF ONLY APPROVALS: Costal commiss Arch.Review Board Landmark Comm. Planning Comm.Zoning Administrator Fee Exempt City Project Elan-Vehicle Charger Landmark Seismic Retrofit Special Case:Bldg. OffcialA roust Expedite Project(s): Child Care City Project Green Building Landmark Affordable Housing For Staff Use Only Building/Safety Permit Specialist City Planning I Civil Engineering I EPWM-Admin Transportation Mgml. I Rent Control THANK YOU FOR HELPING US CREATE A BETTER COMMUNITY 4g,OT'1''�Q Version #34.3 t SolarCity. �g> ssoN9l�J 1 3055 Clearview Way, San Mateo, CA 94402 4 0 (888)-SOL-CITY (765-2489) I www.solarcity corn No. 504 —" G 0 N���O SP��.� April 9, 2014VOJP�' Project/Job # 9252645 RE: COVER LETTER �9 ,0 CpLTp4 Project: Kang Residence Digitally signe by Amir � ���0�� \\�0t`d�"�S( 28716 Autumn Ln Menifee,CA 92584 Massoumi Q� Q�aoSSoavo o`o�aQ To Whom It May Concern, Date: 2014.04.10 11 :09:56 -07'00' �a �0ors `Sse .p,QQto col a� o�a\oaoc A jobsite survey of the existing framing system was performed by a site survey team from SolarCity. Structural re a ed o� site observations and the design criteria listed below: a� Sato otoQ tego Jo��c Design Criteria: lobS��e -Applicable Codes= 2013 CBC,ASCE 7-10, and 2012 NDS - Risk Category = II -Wind Speed = 110 mph, Exposure Category C -Ground/Roof Snow Load = 0 psf -MP1: Roof DL= 14 psf, Roof LL= 20 psf -MP2: Roof DL= 14 psf, Roof LL= 20 psf -MP3: Roof DL= 14 psf, Roof LL= 20 psf - MP4: Roof DL= 14 psf, Roof LL= 20 psf On the above referenced project,the structural roof framing has been reviewed for loading from the PV assembly on the roof.The structural review only applies to the section(s)of the roof that directly supports the PV system and its supporting elements.After this review it was determined that the existing structure is adequate to carry the PV system loading. The structural roof framing and the new attachments that directly support the gravity loading from PV modules have been reviewed and determined to meet or exceed requirements of the 2013 CBC. Please contact me with any questions or concerns regarding this project. City of Menifee Sincerely, Building & Safety Dept. Amir Massoumi, P.E. APR 2 4 2014 Civil Engineer Direct: 650.963.5611 Received email: amassoumi@solarcity.com 3055 Clearview Way San Mateo, CA 94402 T(650)638-1028 (888)SOL-CITY c(650)638-1029 solarcity.com r # am, 00 lqlu G "r r , r • r • • L U • It • Project Name: Kang .- Job Number: •Customer Name:,' . Jimmy Based • Category:City/State: Menifee, CA Risk Longitude:Zip Code 92584 Upgrades Req'd? No Latitude/ . ••. . SC • Designer:Calculations:' Jesus Santiago • J y ir^ _rs . • ..1•�.4 D , w.4e�6J:.�rr.r, p 4 ie, ra` M ' •�' .fT3S2-Vi1i .]YTi • 1.• ^K1F7C7C7f 47ti . •, ��' !I a� Vyi",, I .+ r� :�� � =4iL � '�i �. �. ���r.;{�� 1�liil•rr ' �aWb4;�4�CF� . yy�� tic__L.fl1.4 'iatif�'a� jf - si::ir,•�f�s ram'.i= �. •....AY�µr �Fr�J 61 iArH4'' 161 ddd!ll ,� � ® � \i .wr w:i yrF����444►►►RR�I . � '� . rQ- a.. J• + ' �'r r a( � .. a`. a-.0. .+4 e . .{ t, d� . �R��S `� Ej �J *-'IJrl�jpa' .V 1''yy��, .. J .l / \. SI.,•YJ: tr. 1 Avg - r•..ay T�,y•�,, M fir. +. f.A•1 i. � e �y' • Z-I �`•- i w 7 •�wi.L F. y •�'� a1 „ � e'7s i,�Vt' lxiea 1�!liba�� k.iRL•t�hir _ w•; v:' t•ill .s H� wrl rr' I w. !� E r � " l 'fftvls�'��, ■Ricl11, -'4'ittiF.a �•ri a's.�t� f►.�.�.,y,. h%�.`«�,:.. a r" •4 a� �Y. ���� Sin I�-+�L�� /� ,,! Tq Goo a © 4ii it -f7t /� Farm Service A enc SEISMIC CONSIDERATIONS Seismic Design Criteria (per USGS Seismic Design Code ASCE 7-10 Latitude 33.6640 Longitude -117.1594 SRA at Short Period Ss 1.501 USGS SRA at is Period Sr 0.600 USGS Soil Site Class D IBC 1613.5.2 Seismic Design Category SDC D USGS Seismic Check Required (Ss>_ 0.4 &SDC> D)? Yes IBC 1613.1 ALTERATION LATERAL DESIGN 10% EXCEPTION CHECK Weight of Pro osed PV System t\\¢ Area Dead Load Wei ht PV System Weight 433 sf 3 sf 1 299 Ibs Total Weight of PV System W" 1 299 Ibs Weight of Roof on Existing Building Sum Area of MPs with PV 1119 sf Portion of Roof Weight Area Dead Load Wei ht Roof 1,119 sf 14.0 psf 15,660 Ibs Ceiling 1,119 sf 6.0 psf 6,711 Ibs Interior Walls (Top Half) 535 sf 6.0 psf 3 211 Ibs Exterior Walls(Top Hal 535 sf 9.0 psf 4,816 Ibs Net Weight of Roof Under PV W east 30,397 Ibs Check% Increase of Roof Weight / Seismic Shear Load Increase of DCR of Lateral 4.3% IBC Sect. Force ResistingSystem Wtw)�W�e11n� Increase Seismic Shear Load < 100/a -> OK 3404.4 Note: Seismic base shear is directly proportional to roof weight. STRUCTURE ANALYSIS - LOADING SUMMARY AND MEMBER CHECK - MPl Member Properties Summary MPl Horizontal Member Spans Rafter Properties 10verhang 1.49 ft Actual W 1.50" Roof System Properties 5.06 ft Actual D 3.50" Number of Spans(w/o Overhang) 2 3.83 ft Nominal Yes Roofing Material FlatTle Roof A 5.25 in.^2 Number of La ers(Coin Only) Sx 3.06 in.^3 Re-Roof to 1 Layer of Comp? No I 5.36 in.^4 Plywood Sheathing Yes Total Span 10.38 ft TL Defit Limit 120 Board Sheathing None PV 1 Start 1.17 ft Wood Species DF Vaulted Ceiling No PV 1 End 7.42 ft Wood Grade #2 Rafter Slope 160 PV 2 Start Fb 900 psi Rafter Spacing 24'O.C. PV 2 En 180 psi Top Lat Bracing Full PV 3 Start E 1600000 Bot Lat Bracing At Supports PV 3 End 1 Em;" 580000 Member Loadinq ary Roof Pitch 3/12 Initial Pitch Adjust Non-PV Areas PV Areas Roof Dead Load DL 14.0 sf x 1.04 14.6 psf 14.6 psf PV Dead Load PV-DL 3.0 psf x 1.04 3.1 psf Roof Live Load RILL 20.0 psf x 1.00 20.0 psf Live/Snow Load Total Load TL 34.6 psf 17.7 psf Notes: 1. ps= Cs*pf; Cs-roof,Cs-pv per ASCE 7[Figure 7-2] 2. pf= 0.7(Q (Ct) (Is) p9; Ce 4=I5 1.0; Member Desig n Summa per NDS Load Combinations CD +CL CL - CF Cr p 0.9 1.00 0.96 1.5 1.15 D+(Lr or S) (Governs) 1.25 1.00 1 0.96 1.5 1.15 Member Analysis Results Summary Maximum I Max Demand I @ Location Capacity DCR Shear Stress 31 psi 1.5 ft. 225 psi 0.14 Bending + Stress 269 si 9.0 ft. 1941 si 0.14 Bending (- Stress -397 psi 6.6 ft. -1868 si 0.21 Governs Total Load Deflection 1 0.00 in. 3.7 ft. L/38300 0.00 CALCULATION OF DESIGN WIND LOADS - MP1 Mounting Plane Information Roofing Material Flat Tile Roof PV System Type SolarCity SleekMountTM Spanning Vents No Standoff Attachment Hardware SM Tile Roof Slope 160 Rafter Spacing 24"O.C. Framing Type Direction Y-Y Rafters Purlin Spacing X-X Purlins Only NA Tile Reveal Tile Roofs Only 13" Tile Attachment System Tile Roofs Only SM Tile IStanding Seam Spacing SM Seam Only NA Wind Design Criteria Wind Design Code ASCE 7-10 Wind Design Method Partially/Fully Enclosed Method Basic Wind Speed V 110 mph Fig. 26.5-1A Exposure Category C Section 26.7 Roof Style Gable/Hip Roof Fig.30.4-2A/B/C-5A/B Mean Roof Height h 15 ft Section 26.2 Wind Pressure Calculation Coefficients Wind Pressure Exposure K, 0.85 Table 30.3-1 Topographic Factor Krt 1.00 Section 26.8 a petmi Wind Directionality Factor Kd 0.85 Section 26.6-1 Importance Factor I NA etal,g Velocity Pressure qh qh = 0.00256 (Kz) (Kzt) (Kd) (VA2) Equation 30.3-1 )larl m 22.4 psf Wind Pressure Ext. Pressure Coefficient U GC -0.88 Fig.30.4-2A/B/C-5A/B Ext. Pressure Coefficient Down GC 0.45 Fig.30.4-2A/B/C-SA/B Design Wind Pressure p p = qh (GC ) E nation 30.4-1 Wind Pressure U -19.6 psf Wind Pressure Down 16.0 psf ALLOWABLE STANDOFF SPACINGS X-Direction Y-Direction Max Allowable Standoff Spacing Landscape 72" 39" Max Allowable Cantilever Landscape 24" NA Standoff Configuration Landscape Not-Staggered Max Standoff Tributary Area Trig 19 sf PV Assembly Dead Load W-PV 3 psf Net Wind Uplift at Standoff T-actual -194 Ibs Uplift Capacity of Standoff T-allow 446 Ibs Standoff Demand/Capacity DCR 43.4% X-Direction Y-Direction Max Allowable Standoff Spacing Portrait 48" 64" Max Allowable Cantilever Portrait 19" NA Standoff Configuration Portrait Not-Staggered Max Standoff Tributary Area Trib 21 sf PV Assembly Dead Load W-PV 3 psf Net Wind Uplift at Standoff T-actual -215 Ibs Uplift Capacity of Standoff T-allow 446 Ibs Standoff Demand/Capacity DCR 48.3% STRUCTURE ANALYSIS - LOADING SUMMARY AND MEMBER CHECK - MP2 Member Properties Summary MP2 Horizontal Member Spans Rafter Properties Overhang 1.49 ft Actual W 1.50" Roof System Properties Span 1 8.25 ft Actual D 3.50" Number of Spans(w/o Overhang) 5 Span 2 3.96 ft Nominal Yes Roofing Material Flat Tile Roof Span 3 1.29 ft A 5.25 in.A2 Number of Layers(Comp Only) San 4 1.15 ft S. 3.06 in.A3 Re-Roof to 1 Layer of Comp? No Span 5 1.11 ft I 5.36 in.A4 Plywood Sheathing Yes Total Span 17.25 ft TL Defl'n Limit 120 Board Sheathing None PV 1 Start 7.75 ft Wood Species DF Vaulted Ceiling No PV 1 End 14.08 ft Wood Grade #2 Rafter Slope 16° PV 2 Start Fb 900 psi Rafter Spacing 24 O.C. PV 2 En 180 psi Top Lat Bracing Full PV 3 Start E 1600000 Sot Lat Bracing At Supports PV 3 End Emin 580000 Member Loading Summa Roof Pitch 3/12 Initial Pitch Adjust Non-PV Areas PV Areas Roof Dead Load DL 14.0 psf x 1.04 14.6 psf 14.6 psf PV Dead Load PV-DL 3.0 psf x 1.04 3.1 psf Roof Live Load RLL 20.0 psf x 1.00 20.0 psf Live/Snow Load LL/SL ' Total Load TL 34.6 psf 17.7 psf Notes: 1. ps= Cs*pf; Cs-roof,Cs-pv per ASCE 7 [Figure 7-2] 2. pf= 0.7(CQ) (Q(Is) pg; CQ Cr=IS 1.0; Member Desin n Summa per NDS Load Combinations CD CL + CL - CF Cr p 0.9 1.00 0.90 1.5 1.15 D+(Lr or S) (Governs) 1 1.25 1 1.00 1 0.90 1.5 1 1.15 Member Analysis Results Summary Maximum Max Demand @ Location I Capacity IDCR Shear Stress 74 psi 1.5 ft. 1 225 psi I 0.33 Bending + Stress 1433 si 4.9 ft. 1.941 si 0.74 Bending - Stress -1558 psi 9.7 ft. -1751 psi 0.89 Governs Total Load Deflection 0.03 in. 5.2 ft. L/2929 0.04 CALCULATION OF DESIGN WIND LOADS - MP2 Mounting Plane Information Roofing Material Flat Tile Roof PV System Type SolarCity SleekMountTM Spanning Vents Yes Standoff Attachment Hardware SM Tile Roof Slope 160 Rafter Spacing 24"O.C. Framing Type Direction Y-Y Rafters Purlin Spacing X-X Purlins Only NA Tile Reveal Tile Roofs Only 13" Tile Attachment System Tile Roofs Only SM Tile IStanding Seam Spacing SM Seam Only NA Wind Design Criteria Wind Design Code ASCE 7-10 Wind Design Method Partially/Fully Enclosed Method Basic Wind Speed V 110 mph Fig. 26.5-1A Exposure Category C Section 26.7 Roof Style Gable/Hip Roof Fig.30.4-2A/B/C-5A/B Mean Roof Height h 25 ft Section 26.2 Wind Pressure Calculation Coefficients I Wind Pressure Exposure K, 0.95 Table 30.3-1 Topographic Factor Kt 1.00 Section 26.8 Wind Directionality Factor Kd 0.85 Section 26.6-1 Importance Factor I NA Velocity Pressure qh qh = 0.00256(Kz) (Kzt) (Kd) (VA2) Equation 30.3-1 24.9 sf D) Wind Pressure Ext. Pressure Coefficient U GC -0.88 Fig.30.4-2A/B/C-5A/B or,or; Ext. Pressure Coefficient Down GC 0.45 Fig.30.4-2A/B/C-5A/B or City Design Wind Pressure p = gh (GC ) Equation 30.4-1 roe kept i Wind Pressure U -21.8 sf Wind Pressure Down 16.0 psf ALLOWABLE STANDOFF SPACINGS X-Direction Y-Direction Max Allowable Standoff Spacing Landscape 72" 39" Max Allowable Cantilever Landscape 24" NA Standoff Configuration Landsca a Not-Staggered Max Standoff Tributary Area Trib 19 sf PV Assembly Dead Load W-PV 3 psf Net Wind Uplift at Standoff T-actual -219 Ibs Uplift Capacity of Standoff T-allow 446 Ibs Standoff Demand/Capacity DCR 49.2% X-Direction Y-Direction Max Allowable Standoff Spacing Portrait 48" 64" Max Allowable Cantilever Portrait 19" NA Standoff Configuration Portrait Not-Staggered Max Standoff Tributary Area Trib 21 sf PV Assembly Dead Load W-PV 3 psf Net Wind Uplift at Standoff T-actual -244 Ibs Uplift Capacity of Standoff T-allow 446 Ibs Standoff Demand/Capacity DCR 54.7% STRUCTURE ANALYSIS - LOADING SUMMARY AND MEMBER CHECK - MP3 Member Properties Summary MP3 Horizontal Member Spans Rafter Properties Overhang 1.49 ft Actual W 1.50" Roof System Properties Span 1 7.26 ft Actual D 3.50" Number of Spans(W/o Overhang) 4 Span 2 3.84 ft Nominal Yes Roofing Material Flat Tile Roof Span 3 1.61 ft A 5.25 in.A2 Number of Layers(Comp Only2 1.63 ft S 3.06 in.A3 Re-Roof to 1 Layer of Comp? No Span 5 I 5.36 in.A4 Plywood Sheathing Yes Total Span 15.83 ft TL Defl'n Limit 120 Board Sheathing None PV 1 Start 2.17 ft Wood Species DF Vaulted Ceiling No PV 1 End 11.50 ft Wood Grade #2 Rafter Slope 160 PV 2 Start Fb 900 psi Rafter Spacing TV O.C. PV 2 End v, 180 psi Top Lat Bracing Full PV 3 Start E 1600000 Bot Lat Bracing At Supports PV 3 End Emb, 580000 Member Loadinq mary Roof Pitch 3/12 Initial Pitch Adjust Non-PV Areas PV Areas Roof Dead Load DL 14.0 psf x 1.04 14.6 psf 14.6 psf PV Dead Load PV-DL 3.0 psf x 1.04 3.1 psf Roof Live Load RLL 20.0 psf x 1.00 20.0 psf Live/Snow Load LL/SL 4 Total.Load IL 34.6 psf 17.7 psf Lj Notes: 1. ps= Cs*pf; Cs-roof,Cs-pv per ASCE 7 [Figure 7-21 2. pf= 0.7 (Q (C[) (Is) pg; CQ Ct=Is=1.0; Member Desi n Summa per NDS Load Combinations CD CL + CL - CF Cr p 0.9 1.00 0.93 1.5 1.15 D+(Lr or S) (Governs) 1.25 1.00 1 0.93 1 1.5 1.15 Member Analysis Results Summary Maximum Max Demand I Cu Location I Capacity DCR Shear Stress 48 psi 1.5 ft. 225 Psi 0.21 Bending + Stress 567psi 4.5 ft. 1941 psi 0.29 Bending (-)Stress -676 psi 8.8 ft. -1797 si 0.38 (Governs) Total Load Deflection 0.01 in. 4.8 ft. L/8377 0.01 CALCULATION OF DESIGN WIND LOADS - MP3 Mounting Plane Information Roofing Material Flat Tile Roof PV System Type SolarCity SleekMountT" Spanning Vents No Standoff Attachment Hardware SM Tile Roof Slope 160 Rafter Spacing 24"O.C. Framing Type Direction Y-Y Rafters Purlin Spacing X-X Purlins Only NA Tile Reveal Tile Roofs Only 13" Tile Attachment System Tile Roofs Only SM Tile IStanding Seam Spacing SM Seam Onl NA Wind Design Criteria Wind Design Code ASCE 7-10 Wind Design Method Partially/Fully Enclosed Method Basic Wind Speed V 110 moh Fig. 26.5-1A Exposure Category C Section 26.7 Roof Style Gable/Hip Roof Fig.30.4-2A/B/C-5A/13 Mean Roof Height h 25 ft Section 26.2 Wind Pressure Calculation Coefficients Wind Pressure Exposure K, 0.95 Table 30.3-1 Topographic Factor Kn 1.00 Section 26.8 Wind Directionality Factor Kd 0.85 Section 26.6-1 Importance Factor I NA Velocity Pressure qh qh = 0.00256(Kz) (Kzt) (Kd) (VA2) Equation 30.3-1 24.9 psf Wind Pressure Ext. Pressure Coefficient U GC -0.88 Fig.30.4-2A/13/C-5A/B Ext. Pressure Coefficient Down GC 0.45 Fig.30.4-2A/B/C-5A/B Design Wind Pressure p = qh (GC ) Equation 30.4-1 " Wind Pressure U -21.8 psf Wind Pressure Down 16.0 psf i ALLOWABLE STANDOFF SPACINGS ry X-Direction Y-Direction Max Allowable Standoff Spacing Landscape 72" 39" Max Allowable Cantilever Landscape 24" NA Standoff Configuration Landsca a Not-Staggered Max Standoff Tributary Area Trib 19 sf PV Assembly Dead Load W-PV 3 psf Net Wind Uplift at Standoff T-actual -219 Ibs Uplift Capacity of Standoff T-allow 446 Ibs Standoff Demand/Capacity DCR 49.2% X-Direction Y-Direction Max Allowable Standoff Spacing Portrait 48" 64" Max Allowable Cantilever Portrait 19" NA Standoff Configuration Portrait Not-Staggered Max Standoff Tributary Area Trig 21 sf PV Assembly Dead Load W-PV 3 psf Net Wind Uplift at Standoff T-actual -244 Ibs Uplift Capacity of Standoff T-allow 446 Ibs Standoff Demand/Capacity DCR 54.7% STRUCTURE ANALYSIS - LOADING SUMMARY AND MEMBER CHECK - MP4 Member Properties Summary MP4 Horizontal Member Spans Rafter Properties Overhang 1.49 ft Actual W 1.50" Roof System Properties Span 1 6.26 ft Actual D 3.50" Number of Spans(w/o Overhang) 3 Span 2 2.89 ft Nominal Yes Roofing Material Flat Tile Roof Span 3 3.85 ft A 5.25 in.A2 Number of La ers Com Onl San 4 S 3.06 in.A3 Re-Roof to 1 Layer of Comp? No Span 5 I 5.36 in.A4 Plywood Sheathing Yes Total Span 14.49 ft TL Defl'n Limit 120 Board Sheathing None PV 1 Start 1.42 ft Wood Species DF Vaulted Ceiling No PV 1 End 10.75 ft Wood Grade #2 Rafter Slope 16° PV 2 Start Fb 900 psi Rafter Spacing 24'O.C. PV 2 En 180 psi Top Lat Bracing Full PV!Start E 1600000 Bot Lat Bracing At Supports PV 3 End Emin 580000 Member Loadina mary Roof Pitch 3/12 Initial I Pitch Adjust Non-PV Areas PV Areas Roof Dead Load DL 14.0 psf I x 1.04 14.6 psf 14.6 psf PV Dead Load PV-DL 3.0 psf x 1.04 3.1 psf Roof Live Load RLL 20.0 sf x 1.00 20.0 psf Live/Snow Load LL/SL ' Total Load TL 34.6 psf 17.7 psf Notes: 1. ps= Cs*pf; Cs-roof,Cs-pv per ASCE 7 [Figure 7-2] 2. pf= 0.7(Q(Q (Is)p9; CQ Ci=I,=1.0; Member Desi n Summa er NDS Load Combinations CD CL + CL - CF Cr D 0.9 1.00 0.95 1.5 1.15 D+(Lr or S)(Governs) 1.25 1.00 0.95 1.5 1.15 Member Analysis Results Summary Maximum Max Demand I @ Location I Capacity I DCR Shear Stress 38 1.5 ft. 2111 Isl iBending + Stress 40 si 0.17 0.21 Bending -) Stress -437 psi 7.8 ft. -1834 psi 0.24 Governs Total Load Deflection 0.01 in. 4.4 ft. L/13179 0.01 CALCULATION OF DESIGN WIND LOADS - MP4 Mounting Plane Information Roofing Material Flat Tile Roof PV System Type SolarCity SleekMountTM Spanning Vents No Standoff Attachment Hardware SM Tile Roof Slope 160 Rafter Spacing 24"O.C. Framing Type Direction Y-Y Rafters Purlin Spacing X-X Purlins Only NA Tile Reveal Tile Roofs Only 13" Tile Attachment System Tile Roofs Only SM Tile Standing Seam Spacing SM Seam Only NA Wind Design Criteria Wind Design Code ASCE 7-10 Wind Design Method Partially/Fully Enclosed Method Basic Wind Speed V 110 moh Fig. 26.5-1A Exposure Category C Section 26.7 Roof Style Gable/Hip Roof Fig.30.4-24/B/C-5A/B Mean Roof Height h 25 ft Section 26.2 Wind Pressure Calculation Coefficients Wind Pressure Exposure K� 0.95 Table 30.3-1 Topographic Factor Kit 1.00 Section 26.8 Wind Directionality Factor Kd 0.85 Section 26.6-1 Importance Factor I NA Velocity Pressure qh qh = 0.00256(Kz)(Kzt)(Kd)(V^2) Equation 30.3-1 24.9 psf Wind Pressure Ext. Pressure Coefficient U GC -0.88 Fig.30.4-2A/B/C-SA/B Ext. Pressure Coefficient Down GC, 0.45 Fig.30.4-2A/B/C-5A/B Design Wind Pressure p = qh (GC ) Equation 30.4-1 Wind Pressure U -21.8 psf Wind Pressure Down 16.0 psf ALLOWABLE STANDOFF SPACINGS X-Direction Y-Direction Max Allowable Standoff Spacing Landscape 72" 39" Max Allowable Cantilever Landscape 24" NA Standoff Configuration Landscape Not-Staggered Max Standoff Tributary Area Trib 19 sf PV Assembly Dead Load W-PV 3 psf Net Wind Uplift at Standoff T-actual -219 Ibs Uplift Capacity of Standoff T-allow 446 Ibs Standoff Demand/Capacity DCR 49.2% X-Direction Y-Direction Max Allowable Standoff Spacing Portrait 48" 64" Max Allowable Cantilever Portrait 19" NA Standoff Configuration Portrait Not-Staggered Max Standoff Tributary Area Trib 21 sf PV Assembly Dead Load W-PV 3 psf Net Wind Uplift at Standoff T-actual -244 Ibs Uplift Capacity of Standoff T-allow 446 Ibs Standoff Demand/CapacitV DCR 54.7% ABBREVIATIONS ELECTRICAL NOTES JURISDICTION NOTES ~ A AMPERE 1. WHERE ALL TERMINALS OF THE DISCONNECTING DO NOT INSTALL INVERTER WHERE IT COULD BE 605.11.1 MARKING. AC ALTERNATING CURRENT MEANS MAY BE ENERGIZED IN THE OPEN POSITION, EXPOSED TO DIRECT SUNLIGHT TO AVOID MARKING IS REQUIRED ON INTERIOR AND EXTERIOR BLDG BUILDING A SIGN WILL BE PROVIDED WARNING OF THE UNWANTED POWER REDUCTION DUE TO AN DIRECT-CURRENT (DC) CONDUIT, ENCLOSURES, CONC CONCRETE HAZARDS PER ART. 690.17. INCREASE IN THE INTERNAL TEMPERATURE OF THE RACEWAYS, CABLE ASSEMBLIES, JUNCTION BOXES, DC DIRECT CURRENT 2. EACH UNGROUNDED CONDUCTOR OF THE INVERTER. COMBINER BOXES AND DISCONNECTS. EGC EQUIPMENT GROUNDING CONDUCTOR MULTIWIRE BRANCH CIRCUIT WILL BE IDENTIFIED BY 605.11.1.1 MATERIALS. (E) EXISTING PHASE AND SYSTEM PER ART. 210.5. THE MATERIALS USED FOR MARKING SHALL BE EMT ELECTRICAL METALLIC TUBING 3. A NATIONALLY-RECOGNIZED TESTING REFLECTIVE, WEATHER RESISTANT AND SUITABLE GALV GALVANIZED LABORATORY SHALL LIST ALL EQUIPMENT IN FOR GEC GROUNDING ELECTRODE CONDUCTOR COMPLIANCE WITH ART. 110.3. THE ENVIRONMENT. MARKING AS REQUIRED IN GND GROUND 4. CIRCUITS OVER 250V TO GROUND SHALL SECTIONS 605.11.1.2 THROUGH 605.11.1.4HDG HOT DIPPED GALVANIZED COMPLY WITH ART. 250.97, 250.92(B) SHALL HAVE ALL LETTERS CAPITALIZED WITH-Q f�tL �Q It 1 CURRENT 5. DC CONDUCTORS EITHER DO NOT ENTER µ� of O Imp CURRENT AT MAX POWER BUILDING OR ARE RUN IN METALLIC RACEWAYS OR MINIMUM HEIGHT OF D, INCH (9.5 �F ��v"� Isc SHORT CIRCUIT CURRENT ENCLOSURES TO THE FIRST ACCESSIBLE DC ON RED BACKGROUND. C�(�(``��`` PNQ ( ) THEIMARKINGRKING SHALLCCCONTAN �NORDCSG ovp``' PEE kVA KILOVOLT AMPERE DISCONNECTING MEANS PER ART. 690.31E . LBW kW LOAD BEARING WALL RELIEFILOWATT 6. ALL AT ALRLEENTRYL NTBO BOXES AD WITH S REQUIRED A1BY 'WARNING: PHOTOVOLTAIC POW N p,QQ� O ` MIN MINIMUM UL LISTING. SOURCE." Q�p` (N) NEW 7. MODULE FRAMES SHALL BE GROUNDED AT THE THE M.1.3 MAIN SERVICE DISCONNECT. eITIN OXOki NEUT NEUTRAL UL—LISTED LOCATION PROVIDED BY THE THE MARKING SHALL BE PLACED ADJACE O tobeap eotatV NTS NOT TO SCALE MANUFACTURER USING UL LISTED GROUNDING THE MAIN SERVICE DISCONNECT A t5N cotryed oo,s tontibe OC ON CENTER HARDWARE. CLEARLY VISIBLE FROM THE LOCATI WHERE THE \anSSbaY�notbe StonSo��be�\anSmostbekep PL PROPERTY LINE 8. MODULE FRAMES, RAIL, AND POSTS SHALL BE DISCONNECT IS OPERATED. eSep nlpTovl Tovedp POI POINT OF INTERCONNECTION BONDED WITH EQUIPMENT GROUND CONDUCTORS AND MARKING 4SHALLnBENPLACED OF RON INTERIE vBA��� No�atYOno`atti155etotapp PV PHOTOVOLTAIC GROUNDED AT THE MAIN ELECTRIC PANEL. EXTERIOR DC CONDUIT, RACEWAYS, ENC f'any antes do<&n SCH SCHEDULE 9. THE DC GROUNDING ELECTRODE CONDUCTOR AND CABLE ASSEMBLIES EVERY 10 FEEn5an �euon• SS STAINLESS STEEL SHALL BE SIZED ACCORDING TO ART. 250.166(B) & MM), WITHIN 1 FOOT (305 MM) OF TURNSt. �Q\n04\Comp STC STANDARD TESTING CONDITIONS 690.47. BENDS AND WITHIN 1 FOOT 305 MM ABd AND TYP TYPICAL ( ) UPS UNINTERRUPTIBLE POWER SUPPLY BELOW PENETRATIONS OF ROOF/CEILING V VOLT ASSEMBLIES, WALLS OR BARRIERS. Vmp VOLTAGE AT MAX POWER KI Voc VOLTAGE AT OPEN CIRCUIT W WATT VICINITY MAP INDEX 3R NEMA 3R, RAINTIGHT - �- PV1 COVER SHEET PV2 SITE PLAN -I PV3 STRUCTURAL VIEWS PV4 STRUCTURAL VIEWS LICENSE GENERAL NOTES PV5 UPLIFT CALCULATIONS PV6 THREE LINE DIAGRAM 1. THIS SYSTEM IS GRID-INTERTIED VIA A PV7 ELECTRICAL CALCULA CA # 888104 Cutsheets Attached TIONS C-10 UL-LISTED POWER-CONDITIONING INVERTER. 2. THIS SYSTEM HAS NO BATTERIES, NO UPS. }'I City of Menifee �yBen LiU 3. SOLAR MOUNTING FRAMES ARE TO BE Building & Safety Dept.� GROUNDED. APR 2 4 2014 4. ALL WORK TO BE DONE TO THE 2013 �` (" f MODULE GROUNDING METHOD: ZEP SOLAR CALIFORNIA BUILDING CODE AND THE 2013 AHJ: Menifee CALIFORNIA RESIDENTIAL CODE. " REV BY DATE 5. ALL ELECTRICAL WORK SHALL COMPLY WITH REV A NAME DATE COMMENTS THE 2011 NATIONAL ELECTRIC CODE AS AMENDED BY THE 2013 CALIFORNIA ELECTRIC CODE. UTILITY: Southern California Edison CONFIDENTIAL- THE INFORMATION HEREIN JDB NUMBER JB-9252645 00 PROMSE OMER: DESCFUP11ON: DESIGN: CONTAINED SHALL NOT BE USED FOR THE KANG, JIMMY KANG RESIDENCE Wenjie Chen BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYM: -j;,SOIarClty NOR SHALL IT BE DISCLOSED IN WHOLE OR IN ZEP ZS Tile FTile 28716 AUTUMN LN 6.25 KW PV .Array PART TO OTHERS OUTSIDE THE RECIPIENTS MaoulEa MENIFEE CA 92584 Way;/_` ORGANIZATION, EXCEPT IN CONNECTION WI1H r THE SALE AND USE THE RESPECTIVE (25) CANADIAN SOLAR 3055 Clearriew Way CS6P-250PX SHEET: REV: DATE; San Mateo, CA 94402 SOIARCItt EQUIPMENT, T, WITIIOUT THE WRITTEN MWR0: PAGE NAME: T:(650)638-1028 F:(650)638-1029 PERMISSION OF SOLARCITY INC. 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(E) ROOF DECKING (E) LBW (E) RAFTER 4) LAG STANDOFF BASE INTO RAFTER. (a) (2> SIDE VIEW OF MP1 NTS " DIA LAG BOLT J U (3) 0PLACE FLASHING AND ATTACH SEALING SPACER WITH SINGLE BOLT. (2— ' EMBED, MIN) MP1 X-SPACING X-CANTILEVER Y-SPACING Y-CANTILEVER NOTES PLACE ZEP BAR. THEN INSTALL LANDSCAPE 72" 24" 52" 24" (6) LEVELING FOOT WITH BOLT & WASHER. PORTRAIT 48" 19" m 52" 24" RAFTER: 2X4 @ 24" OC ROOF AZI 180 PITCH 16 STORIES: 1 ARRAY AZI 180 PITCH 16 STANDOFF C.7.: 2x4@24" CC Flat Cement Tile `71 Scale: 1 1/2" = 1' CONFIDENTIAL - THE INFORMATION HEREIN JOB NUMBER: JB-9252645 00 PREMISE OWNER: DESCRPTION: DESIGN: CONTAINED SHALL NOT BE USED FOR HE KANG JIMMY Chen KANG RESIDENCE Wenjie en \ Cr��/��l�` , T �d�Qw Y BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: ,rE NOR SHALL IT BE DISCLOSED IN WHOLE OR IN ZEP ZS Tile 'Tile 28716 AUTUMN LN 6.25 KW PV Arrays01�Jola PART TO OTHERS OUTSIDE THE RECIPIENT'S ORGANIZATION, EXCEPT IN CONNECTION WITH MODULES: MEN FEE, GA 92584 -NPNf THE SALE AND USE OF THE RESPECTIVE (25) CANADIAN SOLAR # CS6P-250PX 3055 ClearNew Way SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN Z PAGE NAME: SHEET: REV: DATE: Son Mateo, CA 94402 PERMISSION OF SOLARCITY INC. 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Length(ft) Wire InverterA: 1 SolarEdge 6000 AFCI 6000 5547.75 6250 Input: 8.3 40 AWG_10 Inverter B: Vdrop= (8.3 *80 1 *0.00124 Ohms) 264.6392 1 0.26 6000 5547.75 6250 InverterA Imp(A) Max. Length(ft) Wire Output:1 7.05 1 50 AWG_8 Vdrop=1 (7.05 * 100 *0.000778 Ohms) 264.6392 1 0.21 Inverter A Stringing Inverter B Stringing Comb. Drop Imp(A) Max. Length(ft) Wire String 1: 10 Modules String 1: Modules 1 10.58 40 1 AWG_8 String 2: 15 Modules String 2: Modules Vdrop= ( 10.58 *80 *0.00078 Ohms) 0.27508 0 Photovoltaic Module Electrical S ecifications: Photovoltaic Source Circuit Modules to PowerBox Voltage Drop Calculations °F °C Canadian Solar CS6P-250PX-BF Voc at Min Temp= 40.63 V Record Low Temp: 28 -2 Power(STC)= 250 W Voc= 37.2 V Max Average High Temp: 96 36 Power(PTC)= 227.6 W Vmp= 37.2 V Voc= 37.2 V Vmp at Max Temp= 26.46 V Vmp= 30.1 V Ise= 8.67 A Ise= 8.87 A Imp= 8.3 A Imp= 8.3 A Icont= 11.09 A Tvoc= -0.12716 V/deg C Tvmp= -0.12986 V/deg C AWG 12 Table 310.15(B)(16) Tisc= 5.85 mA/deg C Ampacity= 30 > 13.86 A Corrected Ampacity= 17.40 A > 1 11.09 A Temperature Derate= 0.58 Conduit Fill Derate= 1 DC Converter Electrical Specifications: Inverter A Input Circuit 1 (PowerBox to String Combiner) Inverter A Input Circuit 2(String Combiner to Inverter) SolarEdge OP300-MV String 1 Power= 300 W Vmax-I Soo 1 500 V Wire Length 40 Vmax= 500 V Wire Length 50 Efficiency Factor= 0.987 Vmp- 350 - 350 V Vmp- 350 V Vmin_input= 5 V Imax=1 15 1 15 A Imax= 30 1 A Vmax_input= 60 V ImP=I 7.05 1 10.58 1 A Imp= 14.1 A Imax_input= 10 A - Vmax_output= 500 V AWG 10 90 aC:Table 310.15(B)(16) 90 C:Table 310.16 Imax_output= 15 A Ampacity= 40 > 15 A Ampacity= > A Corrected Ampacity= 23.20 A > 15 A Corrected Ampacity= A > A Temperature Derate= 0.58 Temperature Derate= Conduit Fill Derate= 1 Conduit Fill Derate= OCP= 20 A OCP= A DC Converter Electrical Specifications: Inverter A Output Circuit Combined Inverter Output Circuit SolarEdge 6000 AFCI Service Voltage= 240 V Service Voltage= 240 V Power= 6000 W Icont= 15 A Wire Length 4o Icont- A Wire Leng h Vmp_input= 350 V Vmax-input-I 500 V AWG_8 90 aC:Table 310.15(B)(16) 90 C:Table 310.16 Imax_input=l 20 A Ampacity= 55 > 18.75 A Ampacity= > A Vmax-output=l 240 V =Service Voltage Corrected Ampacity= 50.05 A > 15 A Corrected Ampacity= A > A Imax-Output=l 25 A =lcont Temperature Derate= 0.91 Temperature Derate= Conduit Fill Derate= 1 Conduit Fill Derate= OCP= 35 A OCP= A CONFIDENTIAL - THE INFORMATION HEREIN JOB NUMBER: JB-9252645 �� PREMISE OWNER: DESCRIPTOR: DESIGN: CONTAINED SHALL NOT BE USED FOR THE _ KANG, JIMMY KANG RESIDENCE Wenjie Chen ,a�„SOlarCs}" BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: �•r°4 J l.�/NOR SHALL IT BE DISCLOSED IN WHOLE OR IN ZEP ZS Tile PTile _ 28716 AUTUMN LN 6.25 KW PV Array ���+� ,,r� PART IZ OTHERS OUTSIDE THE RECIPIENTS MODULES; - MENIFEE CA 92584 WAV;-� - ,G' ORGANIZATION, EXCEPT IN CONNECTION WITH r THE SALE AND USE OF THE RESPECTIVE (25) CANADIAN SOLAR # CS6P-250PX 3055 Cleardew Way SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN INVERTER: PAGE NAME: SHEET: REV: DATE: T:(850)Son Mate. CA 94402 F;(65a) 838-[029 PERMISSION OF SOLARCITY INC. SOLAREDGE SE6000A-uS-Ze-u 9517199030 ELECTRICAL CALCULATIONS PV 7 4/9/2014 (888)-SOL-CITY(765-2489) www.solarcity.com II IIIIUIIn:IIIIIII��IIIIIIIIIIIIIIIIIII 9 •:1111111 , L. 1 1 1 1 nlllllnl1111.•InN11111 Illllunl1111••11•nll . ^ IIIIIIII llllll 11 11 1 I I 1 .I 1 1 1 III. I111111 I111111 .• 1 1 1 1 1• .1 1 1 UOIIOOUU•OJOIUI • W31SAS OIVllO^OlOHd ® 3°JVllO^°JNI1F193d0 SI 30anOS ON003S ' •' ^ �H WnWIXVW •• _d :E)POO Jed ® 1N3aan0°JNIltla3d0 •. NOIlf1V0 •. 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SleekMount Place file hook utilizes Zep CompatibleT"^ modules with •Ground Zep UL and ETL listed to UL 467 as strengthened frames that attach directly to Zep grounding device ' Install lags pursuant to NDS section 11.1.3 with fender washer Solar standoffs,effectively reducing the number •Anodized components for corrosion resistance of standoffs required, when compared to ' Notch underside of the and reinstall tile conventional rail-based systems. •Applicable for vent spanning functions Attach Spanner Clamps and tighten firmly in place Insert Cam Foot into Spanner Bar and rotate Cam Nut 100 degrees - Components Place modules Cam Foot ' Spanner Bar - 3/6"Machine Screw and Nut - -- - - ' Spanner Bar Clamp '` Tile Hook ka Lag Screw(2) 'r, w 00 0 ,tdd �pMP4J,� ErIL g®�`Solal�ityv,!W `,IV uI. 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MPPTO eraHn Pan 9 ... ..... P......&.. 8 .......,.. .,.....,.. .48. .....fio ........B.6D ...Vdc • Maxlmum short Circuit Current(Isc� .... .. ..... ..... 10I.I. Adc Maxlmum DC Input Current .............,.....135,,,,,,,,,,, ,,,,,,,,,,,,,,,,,,,,,,,,,,,,,Adc,,,,, Maximum Efficiency .....................99.5 , ..... weghted Emcenry .... ..r'., .... ....... . .. Sea ... ...%...... Overvol[age Category �.....� . , I "'sr+ OUTPUT DURING OPERATION(POWER OPTIMIZER CONNECTED TO OPERATING INVERTER) " ' M xlmu OUIput Cu [ 15 qdc Maxlmum Output Voltage 60 Van • OUTPUT DURING STANDBY(POWER OPTIMIZER DISCONNECTED FROM INVERTER OR INVERTEROEF) Safety Output Voltage per Power Optlmicer 1 Vdc STANDARD COMPLIANCE' - EMC _ ..S.a..f.e.t.y................... ...................................................C...... . . ............,.........0..0. ...6 � IEC62109-1.(dass1lsafe[y),UL1741 ROHS .-.3........................... Yes INSTALLATION SPECIFICATIONS .MfIdnnumAll owed Syrt V Itagc SD00 Vdc ....... ......... ........... ..,.....,.., I.,.,....,.. ..........,..... Dimensians(W x L x H) 141x212x40.5/5.SSx834x1.S9 mm/in .,........_._.udin..able.............................................................................................................................I.................. Weight Iinc udin8 cables)............................................... 9S0/2.1.......�....I...........I.......,.....Br/b Input Connector ...........I...............MCA/AmPheno/TVco ..................................................................... ...................P............................................ 0 tput Wlte Type/Connector Double Insulated;An henol Op[PPI Wlr Lng[h 0,,,,, . 95./3 0 12/39..,, ...an ..,... Operating Temperature Range -q9-+95/-40-t195 .., ..... ..... .... ... ....,. .................. � � ,,,,, IP65/NEMA4 Pelaffie Humitllty 0-100 % M ea.e se..,mm.moew..moan.m�p�sxm.e„m��.�.amw.�a. �F�x � a�A" ++ »sy„ U vy vy y. a nn,,'� ',A a PVSYSTEM DESIGN USING ASOLAREDGE THREE PHASE THREE PHASE J t s p �tr 1Yy�4s 'r- SINGLE PHASE x Pink T OpSIRI fd�lOuN Td t112 RIOdU 2 IC 2I a` t., ys t„J- y� i' ••,1y 1�yS ,lY,. ri,yu MinimINVERTER m SriupL Length(Power Optm ( 208V 980V ....... P V OW2 8 10 18 - 4 q @ s p f /A T' Maximum StringL Length(P Ophm ) 25 25 5D �P URto 25%n�nreenergy, PA',X r t ... .. P p Shl g 5250 GD00 ll/50 W $upenol efficiency(995%( sP Parallel Strings of Dlff re Ile gma or Orl nt H re Y Mmgetes alftypes of module mismatch losses,from tnanufdotuYing tolerance toper al shading - '� '.-"' '- ... ............. 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Leveling Foot s layout.] n ] 1.2sin aI � m `lZS Me„ las. 22sm Sln lei]Zen mm]f0YCI�L "OOfS aopeL gon The Leve1g nnal Foot provided a meansofattachment hetweenthe PVerroyandthe mounting surfaceorflashed attachment apparatus and allowsfor easy array height adjustment(1.25'throw). - Array Skirt ZS Tilem`offers the fastest and least expensive way to install PV Zep Compatible'" arrays on the roofs.It's designed to lnteroperate with a growing list of ZSTgyp,. m Zep Compatible PV modules that incorporatethe patented Zen Groove designedIe for s with hardware designed for use with Zep frame specification. Utilizing quarter-turn, rock in,and drop-in con- The Array ddrtfachillooteseaay front row installation while providing a cl an took at theb nt stage PV anzv CompartIbLemmandible from nections,ZSthe eliminates the need for rails and separate grounding leading PVmoduleManufacturers. Ground Zers hardware while offering a superior aesthetic approach. Visit zepsalaccom for a current List y of Zap Compotibteie PV modules. - Im3 lr arg:r - Fra0roundZep provides a polotofeonnention between the PVarray antlthe equlpmentgradmong education Onearound Zap is required for every 721 modules.UL and ETLlisted to UL 467,UL listed to UL2703. Key System Benefits Key Technical Features our Other Product Families Universal Box Bracket AC/DC Cable Clip Replacement The Dramatically reduces installation Low system weight "`:zc ZS Aero time r> w_ for low-slope&flat roofs Easily enables additional support ZS Comp T. Eliminated mounting parts and clip at array edgesfor high wind hardware applications • for composition shingle roofs ® ZS Seam" 4P Eliminates separate grounding forstanding seam metalroofs Ware Interlock ETLePn t0UL17G3a5 eld Unvers totm moduloframe,attachmentof Cropmnainto Zp0mve for renendeasy The Replacement The nstaprovides ameans of Pleshad hard ground bond means ® ZS Span' electr celtlox lathe module frame, management of PV wiring and micro-invertercahles attachment for ZSTileinstallatdns for rail-based applications Rapid,top-accessible precision - Array Skirt Cap Set Tools array leveling Ground Zap UL and ETl_listed to UL ZSTrap- 467as grounding and bondingdevice for trapezoidal metal roofs Ultra-reliable hyper-bonded -- ZSWaVe" grounding matrix Interlock,Leveling hoot,and Ground for corrugated roofs Zap listed to UL 2703 as PV bonding Ultra-low parts count device ` The Array Skirt Cap Set provides an aesthetic cover for Zap Took 4 functions,I toot,Flat Tool:For Inter module Enhanced aesthetics the exposed and ofthe Array skirt.Made of endorsed removal. nhrminum,each set comes with[wo Skirt Ceps. 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