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PMT14-00932 City of Menifee Permit No.: PMT14-00932 29714 HAUN RD.A> MENIFEE, CA 92586 Type: Residential Electrical MENIFEE Date Issued: 06/01/2014 PERMIT Site Address: 29025 GOLDEN LAKE CIR, MENIFEE, CA Parcel Number: 333-510-032 92585 Constructlon Cost: $15,470.00 Existing Use: Proposed Use: Description of INSTALL RESIDENTIAL ROOF MOUNTED SOLAR PV SYSTEM 28 PANELS 1 INVERTER 7KW Work: Owner Contractor JAIME CABALLEROS SOLARCITY CORPORATION 29025 GOLDEN LAKE CIRCLE 3055 CLEARVIEW WAY MENIFEE, CA 92585 SAN MATEO, CA 94402 Applicant Phone: 6509635630 BEVERLY MILLER License Number: 888104 SOLARCITY CORPORATION 3055 CLEARVIEW WAY SAN MATEO, CA 94402 Fee Description OQrt Amount is v .^s. t—^�^=. h a-so^..w•c 7 -�"�-^�;;h�°�e�"�-ern,� Yr"y" m ..,. yry 'rt^ 4m..�� tsvola �,� tl .� Commerb«��s�"�rt��srs_ ;�^'" ?'�,�.7�1t�.s�. :�✓s����52:b0?_ Building Permit Issuance 1 27.00 `/�dCltid aanRe�Vi,_;,�✓Electnca`Iy*t` � '� {� ���*�" 12�`��'�, �.,;�..u.... 907t'� 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 Terrplate.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 contractor(s)pursuant to the Contractors State License Law). WORKERS'COMPENSATION DECLARATION ❑ I am exempt from licensors 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:htto//www.leciinfo.ca.ciov/calaw.html. permit Is issued.My workers'compensation insurance carrier and policy number are: Carrier Property Owner or Authorized Agent Date 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 stale laws relating to building construction. I authorize representatives of this city or county to enter the above- 0 1 certify that in the performance of the work for which this permit is issued,I identified property for the inspection purposes. shall not emolov 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 HANDLEA 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 DYES 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 reasons)indicated below by the checkmark(s)I have placed DYES 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 (Chapter9 (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($500).) CODEOUT I ON 2550RIAL REPORTING D 25534 CONCERNING ❑ I, as owner of the property, or my employees with wages as their sole compensation,will do ( )all of or( ) porting of the work, and the structure is PROPERTY OWNER ORAUTHORIZED AGENT not intended or offered for sale.(Section 7044,Business and Professions Code; The Contractor's State License Law does not apply to an owner of a property X who, through employees' or personal effort, builds or improves the property, provided that the improvements are not intended or offered for sale. If,however, the building or Improvement is sold within one year of completion, the Owner- Builder will have the burden of proving that it was not built or improved for the purpose of sale). CITY OF iV'lENIFLE PLCK No: y� 29714 Haun Road 11� 3a Dat : Date: Menifee, CA 92586 41,,� ) Phone: (951)672-6777 /u^ad^ag � FCtt U Fax:(951)679-3843 Ck#: l Building Combination Permit GIS3 To Be Completed By Applicant Legal Description: 3 �4 Planning Case: F: L: Rt: R: Property Address: `t Assessor's Parcel Number. 29025 Golden Lake Circle 32-S!o _ ProjecVfenant Name: Unit#: Floor#: Name: P4,r-hO-4743 Fax No. Property Address: Owner Goldg.0 Lake Circle Unit Number Zlp'iM85 Email Address: `J Name: Beverly Miller Phone No. Fax No. 951-291-8703 Applicant Address: Unit Number Zip Cade Email Addres f?miller2 solarcit .tom Name: Phone No. I Fax No. rGitii 650-638-1028 Contractor Address: City State Zip Code 3055 Clearview Wa ontractor s Ity Business icense o. Cont tpr;$�jty State of CaliSaa Mateo fornia License No. LL$$ I U44 Classification: Number of Squares: Square Footage 180 Description o W rk: Cost of Work:$ mount 28 panels 1 inverter 7 KW Applicant's Signature Date: Ta Be Completed By City Staff Only Indicate As R-Received or N/A-Not Applicable 5 Completes sets or fully dimensioned,drawn to sale plans which include: 1 set of documents which include ❑ Title Sheet ❑ Elevations ❑ Electrical Plan ❑ Goo Tech/Soils Report(on cd only) ❑ Plot/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 8 DetaVs ❑ Shoring Plan ❑ Sound Report-Residential Class Code: Indicate New Construction Alteration* Addition' Means/Methods Work Type: Repair' RetrofiP Revision to Exisling Permit* Required? YES NO Proposed Building Use(s): Existing Building Use(s): #Buildings: #Units: #Stories: Will the Building Have a Basement? Y of N Bldg. Code Occupancy Group Indicate Indicate if Indicate all Geo-tech.Ha Zone At Project Sprinklered YES or NO Completion: Construction that apply: Coastal Zone Type(s): C of o YES or NO Noise Zone Required? Lis[ed on Historic Resources Inventory CITY PLANNING STAFF ONLY 1[APPROVALS: Costal Commiss Arch.Review Board Landmark Comm. Planning Comm.Zoning Administrator Fee Exempt: City Project Elec.Vehicle Charger I Landmark Seismic Retrofit special case:Bldg. OmcialA royal Expedite Project(s): Child Care City Project Green Building I I Landmark I Affordable Housing Far Staff use Only Building/Safety Permit Specialist I cay Planning I Civil Engineering T EPWM-Admin I Transportation Mgml. Renl Con[rol THANK YOU FOR HELPING US CREATE A BETTER COMMUNITY Version #34.3 SolarCity. �p� 51` RA y9�Fyc 3055 Clearview Way, San Mateo, CA 94402 T (888)-SOL-CITY (765-2489) I www.solarcity.corn rn 2 lgtt Off( No.C 75189 April 5, 2014 Project/Job# 9252659 �j� C�v�� RE: COVER LETTER rF OF GAL Otter Project: Caballeros Residence `- �`�o� RQQ` 29025 Golden Lake Cir Menifee, CA92585 Digitally signed by Sri harliftgha y To Whom It May Concern, Date: 2014.04.05 12:39:2 -07 A jobsite survey of the existing framing system was performed by a site survey team from SolarCity. Structural review was b2�ii on site observations and the design criteria listed below: aA Design Criteria: -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 - MPI: Roof DL = 14 psf, Roof LL= 20 psf - MP2A: Roof DL= 14 psf, Roof LL= 20 psf - MP2B: 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. Srihari Raghavan, P.E. APR 2 4 2014 Civil Engineer Main: 888.765.2489,x5470 email: sraghavan@solarcity.com Received 3055 Clearview Way San Mateo, CA 94402 T(650)638-1028 (888) SOL-CITY r(650)638-1029 solarcity.com z z If 04.05.2014 SOlafClt�/ SleekMountTM PV System Version #34.3 Structural Design Software PROJECT INFORMATION &TABLE OF CONTENTS Project Name: Caballeros Residence AHJ: Menifee Job Number: 9252659 Building Code: 2013 CBC Customer Name: Caballeros,Jaime Based On: IRC 2012/IBC 2012 Address: 29025 Golden Lake Cir ASCE Code: ASCE 7-10 City/State: Menifee, CA Risk Category: II Zip Code 92585 Upgrades Req'd? No Latitude/Longitude: 33.710843 -117.152156 Stamp Req'd? Yes SC Office: - Murrieta PV Designer: Ryan Castillo Calculations: Srihari Ra havan P.E. EOR: Srihari Ra havan P.E. Cover Letter 1 Project Information, Table Of Contents, &Vicinity Map 2 Seismic Considerations 3 Structure Analysis (Loading Summary and Member Check) 4 Hardware Design (PV System Assembly) 5 1/2-MILE VICINITY MAP . F AJ _sue C� l y } 29025 Golden Lake Cir, Menifee, CA 92585 Latitude: 33.710843, Longitude: -117.152156, Exposure Category: C SEISMIC CONSIDERATIONS Seismic Design Criteria (per USGS Seismic Design Code ASCE 7-10 Latitude 33.7108 Longitude -117.1522 SRA at Short Period Ss 1.501 USGS SRA at is Period S, _ 0.600 USGS Soil Site Class D IBC 1613.5.2 Seismic Design Category SDC D USGS Seismic Check Required (Ss >_ 10.4ci&SDC>_ D)? Yes IBC 1613.1 x� ALTERATION LATERAL DESIGN 10% EXCEPTION CHECK Q� �G Weight of Proposed PV System Area Dead Load Wei ht PV System Weight 485 sf 3 sf 1 454 Ibs Total Weight of PV System W av 1,454 Ibs 0� Weight of Roof on Existing Building 0 Sum APortion of Roof Weight Area Dead Load Wei ht do�i�ea of MPs with PV 1547 sf �U .q\ Roof 1,547 sf 14.0 sf 21,658 Ibs Ceiling 1,547 sf 6.0 psf 9,282 Ibs Interior Walls(Top Half) 629 sf 6.0 psf 3,776 Ibs Exterior Walls(Top Hal 629 sf 9.0 psf 5,664 Ibs Z J Net Weight of Roof Under PV W"ist 40,380 Ibs Check % Increase of Roof Weight / Seismic Shear Load a/o Increase of DCR of Lateral 3.6% IBC Sect. Force Resisting System I W(PV)/W(exist) Increase Seismic Shear Load < 10% -> OK 3404.4 Note: Seismic base shear is directly proportional to roof weight. LOAD ITEMIZATION - ALL MP's PV System Load 2.5 psf PV Module Weight(psf) Hardware Assembly Weight 0.5 psf PV System Weight(psfl 1 3.0 psf Roof Dead Load Material Load Roof Category Description ALL MP's Roofing Type Spanish Tile Roof 10.0 psf Re-Roof to 1 Layer of Comp? No Underlayment Roofing Paper 0.5 psf Plywood Sheathing Yes 1.5 psf Board Sheathing None 2 x 4 @ 24 in. O.C. 0.7 psf Rafter Size and Spacing No Vaulted Ceiling Miscellaneous Miscellaneous Items 1.3 sf 00 Total Roof Dead Load 14 psf CALL MP's 14.0 sf Reduced Roof Live Load Non-PV Areas Value ASCE 7-10 Roof.Live Load L. 20.0 psf Table 4-1 Member Tributary Area A, < 200 sf Roof Slope 4/12 Tributary Area Reduction Rl 1 Section 4.8 Sloped Roof Reduction Rz 1 Section 4.8 Reduced Roof Live Load Lr = (RI) R E nation 4.8-1 Reduced Roof Live Load Lr 20 sf ALL MP's 20.0 sf COMPANY PROJECT ® WoodWorks�' xn nveue rox woon Ol9CN Apr. 5, 2014 12:34 MP1.wwb Design Check Calculation Sheet Wood Works Sizer 10.1 Loads: Load Type Distribution Pat- Location [ft] Magnitude Unit tern Start End Start End Roof DL Dead Full Area No 14.00 (24.0) * psf PV DL Dead Full Area No 9.00 (24.0) * psf Roof LL Roof constr. Full Area Yes 20.00 (24.0) * psf *Tributary Width (in) Maximum Reactions (lbs), Bearing Capacities (lbs) and Bearing Lengths (in) : 21'-1.4" 0' 1'-6' 8'-6" 14'-2" 191- unfactored: Dead 223 335 291 147 Roof Live 192 306 274 108. t Factored: 1 Total 415 641 565 225 Bearing: F'theta 670 670 670 670 6lnj\tE0 Capacity "3')o ` Style Joist 880 928 880 e Supports 586 641 586 3` 6 a, m05tb Anal/Des 4pt0Veap Joist 0 .47 0.69 0 .64 0.45 Support 0 .71 1.00 0 .96 0.38 Load comb #13 #8 #15 #12 Length 0.50* 0 .55 0.50* 0.50* Min req'd 0.50* 0.55** 0.48** 0.50* Cb 1.75 1.69 1.75 1.00 Cb min 1.75 1.69 1.75 1.00 Cb support 1.25 1.25 1.25 1.25 FCp sup 625 625 625 625 *Minimum bearing length setting used: 1/2"for end supports and 1/2"for interior supports **Minimum bearing length governed by the required width of the supporting member. Top Chord @ MP1 Lumber-soft, D.Fir-L, No.2, 2x4(1-1/2"x3-1/2") Supports: All -Timber-soft Beam, D.Fir-L No.2 Roof joist spaced at 24.0" c/c; Total length: 21'-1.4'; Pitch: 4/12; Lateral support: top= full, bottom= at supports; Repetitive factor: applied where permitted (refer to online help); WARNING: Member length exceeds typical stock length of 18.0[ft] Woodworks® Sizer SOFTWARE FOR WOOD DESIGN MP1.wwb Wood Works®Sizer 10.1 Page 2 Analysis vs. Allowable Stress (psi) and Deflection (in) using NDS 2012 : Criterion lAnalysis value Design value Analysis/Design Shear fv = 90 Fv' = 225 fv Bending(+) fb = 1410 Fb' = 1941 fb/Fb' = 0 .73 Bending(-) fb = 1582 Fb' = 1823 fb/Fb' = 0 .87 Live Defl'n 0 .20 = L/451 0 .37 = L/240 0.53 Total Defl'n 0 .44 = L/200 0 .49 = L/180 0.90 Additional Data: FACTORS: F/E(psi) CD CM Ct CL CF Cfu Cr Cfrt Ci Cn LC# Fv' 180 1.25 1.00 1.00 - - - - 1.00 1.00 1.00 8 Fb'+ 900 1.25 1.00 1.00 1.000 1.500 1.00 1.15 1.00 1.00 - 12 Fb' - 900 1.25 1.00 1.00 0 .940 1.500 1.00 1.15 1.00 1.00 - S Fcp' 625 - 1.00 1.00 - - - - 1.00 1.00 - - E' 1.6 million 1.00 1.00 - - - - 1.00 1.00 - 12 Emin' 0 .58 million 1.00 1.00 - - - - 1.00 1.00 - 12 CRITICAL LOAD COMBINATIONS: Shear : LC 48 = D+Lr (pattern: LL ) , V = 341, v design = 316 lbs Bending(+) : LC #12 = D+Lr (pattern: _L_L) , M = 360 lbs-ft Bending(-) : LC #8 = D+Lr (pattern: _LL ) , M = 404 lbs-ft Deflection: LC #12 = (live) LC #12 = (total) 1 . D dead L=live S=snow W=wind I=impact Lr=roof live Lc=concentrated E=earthquake LC' s are listed in the Analysis output Load Patterns: S=S/2, X=L+S or L+Lr, _=no pattern load in this span Load combinations: ASCE 7-10 / IBC 2012 CALCULATIONS: Deflection: EI = 9e06 lb-in2 "Live" deflection = Deflection from all non-dead loads (live, wind, snow...) Total Deflection = 1.50 (Dead Load Deflection) + Live Load Deflection. Bearing: Allowable bearing at an angle F'theta calculated for each support as per NDS 3 .10 .3 Design Notes: 1.Wood Works analysis and design are in accordance with the ICC International Building Code (IBC 2012), the National Design Specification (NDS 2012), and NDS Design Supplement. 2. Please verify that the default deflection limits are appropriate for your application. 3. Continuous or Cantilevered Beams: NDS Clause 4.2.5.5 requires that normal grading provisions be extended to the middle 2/3 of 2 span beams and to the full length of cantilevers and other spans. _ 4. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. 5. SLOPED BEAMS: level bearing is required for all sloped beams. 6. FIRE RATING: Joists, wall studs, and multi-ply members are not rated for fire endurance. 7. The critical deflection value has been determined using maximum back-span deflection. Cantilever deflections do not govern design. COMPANY PROJECT WoodWorks`K' SOFTWARE FOR WOOD WSIGN Apr. 5, 2014 12:35 MP2A.wwb Design Check Calculation Sheet WoodWorks Sizer 10.1 Loads: Load Type Distribution Pat- Location [ft] Magnitude Unit tern Start End Start End Roof DL Dead Full Area No 14.00 (24 .0) * psf PV DL Dead Partial Area No 8.00 26.00 9.00 (24 .0) * psf Roof LL Roof constr. Full Area Yes 20.00 (24 .0) * pSf *Tributary Width (in) Maximum Reactions (lbs), Bearing Capacities (lbs) and Bearing Lengths (in) 28'-1.7" 0' 1'-6" T-11" 14'-1" 20-4' 25WW" Unfactored• Dead 124 256 304 287 232 -75 Roof Live 183 300 279 262 257 60 Factored: Uplift 188 Total 307 555 583 548 489 Bearing: FItheta 670 670 670 670 670 62 Capacity Joist 880 880 880 880 880 96 Supports 586 586 586 586 586 f 586 Anal/Des Joist 0.35 0.63 0.66 0.62 0 .56 0.00 Support 0.52 0 .95 0.99 0.94 0 .83 0-.00 Load comb #45 #24 #47 #28 #55 Length 0.50* 0 .50* 0.50* 0.50* 0.50* 0 .50* Min req'd 0.50* 0 .47** 0.50** 0.47** 0.50* 0.50* Cb 1.75 1.75 1.75 1.75 1.75' a81.00 Cb min 1.75 1.75 1.75 1.75 1.'5citj 1.00 Cb support 1.25 1.25 1.25 1.25 1. ton IM25 Fc sup625 625 625 625 62 625 *Minimum bearing length setting used: 1/2"for end supports and 1/2" for interior supports **Minimum bearing length governed by the required width of the supporting member. Top Chord @ MP2A Lumber-soft, D.Fir-L, No.2, 2x4 (1-112"x3-1/2") Supports: All -Timber-soft Beam, D.Fir-L No.2 Roof joist spaced at 24.0"c/c; Total length: 28'-1.7"; Pitch: 4/12; Lateral support: top=full, bottom= at supports; Repetitive factor: applied where permitted (refer to online help); WARNING: Member length exceeds typical stock length of 18.0[ft] WoodWoil Sizer SOFTWARE FOR WOOD DESIGN MP2A.wwb WoodWorks®Sizer 10.1 Page 2 Analysis vs. Allowable Stress (psi) and Deflection (in) using NDS 2012 : Criterion Analysis Value Design value Analysis/Design Shear fv = 73 Fv' = 225 fv/Fv' = 0.32 Bending(+) fb = 902 Fb' = 1941 fb/Fb' = 0 .46 Bending(-) fb = 1298 Fb' = 1839 fb/Fb' = 0 .71 Live Defl 'n 0.14 = L/563 0 .34 = L/240 0.43 Total Defl'n 0 .21 = L/381 0 .45 = L/180 0.47 Additional Data: FACTORS: F/E(psi) CD CM Ct CL CF Cfu Cr Cfrt Ci Cn LC# Fv' 180 1.25 1.00 1.00 - - - - 1.00 1.00 1.00 15 Fb' + 900 1.25 1.00 1.00 1.000 1,500 1.00 1.15 1.00 1.00 - 12 Fb' - 900 1.25 1.00 1.00 0 .946 1.500 1.00 1.15 1.00 1.00 - 24 Fcp' 625 - 1.00 1.00 - - - - 1.00 1.00 - - E' 1.6 million 1.00 1.00 - - - - 1.00 1.00 - 44 Emin' 0 .58 million 1.00 1.00 - - - - 1.00 1.00 - 44 CRITICAL LOAD COMBINATIONS: Shear : LC #15 = D+Lr (pattern: L_LL_) , V = 280, V design = 255 lbs Bending(+) : LC #12 = D+Lr (pattern: _L_L_) , M = 230 lbs-ft Bending(-) : LC #24 = D+Lr (pattern: LL_L ) , M = 331 lbs-ft Deflection: LC 444 = (live) LC #44 = (total) D=dead L=live S=snow W=wind I=impact Lr=roof live Lc=concentrated E=earthquake All LC's are listed in the Analysis output Load Patterns: s=S/2, X=L+S or L+Lr, _=no pattern load in this span Load combinations: ASCE 7-10 / IBC 2012 CALCULATIONS: Deflection: EI = 9e06 lb-in2 "Live" deflection = Deflection from all non-dead loads (live, wind, snow...) Total Deflection = 1.50 (Dead Load Deflection.) + Live Load Deflection. 7-.Bearing: Allowable bearing at an angle F'theta calculated for each support -.a;S per NDS 3 .10 .3 ,�o Design Notes: 1. WgpdWorks analysis and design are in accordance with the ICC International Building Code (IBC 2012), the National Design Specification (NDS 2012), and NDS Design Supplement. 2. Please verify that the default deflection limits are appropriate for your application. 3. Continuous or Cantilevered Beams: NDS Clause 4.2.5.5 requires that normal grading provisions be extended to the middle 2/3 of 2 span beams and to the full length of cantilevers and other spans. _ 4. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. 5. SLOPED BEAMS: level bearing is required for all sloped beams. 6. FIRE RATING: Joists, wall studs, and multi-ply members are not rated for fire endurance. 7. The critical deflection value has been determined using maximum back-span deflection. Cantilever deflections do not govern design. COMPANY PROJECT ® Woodworks`9 SofnvAxf FOR WOOD M.SILN Apr. 5, 2014 12:36 MP2B.wwb Design Check Calculation Sheet Wood Works Sizer 10.1 Loads: Load Type Distribution Pat- Location [ft] Magnitude Unit tern Start End Start End Roof DL Dead Full Area No 14 .00 (24.0) * psf PV DL Dead Partial Area No 8.00 24 .00 9.00 (24.0) * psf Roof LL Roof constr. Full Area Yes 20.00 (24 .0) * sf *Tributary Width (in) Maximum Reactions (lbs), Bearing Capacities (lbs) and Bearing Lengths (in) : 28'-1.7" 0' 1'-6" 7' 13'-2" 17'-10" 23'-3" 26'-7" Unfactored: Dead 110 229 266 241 218 25 Roof Live 168 274 252 233 214 65 Factored: Total 278 504 518 473 432 91 Bearing: F'theta 670 670 670 670 670 670 Capacity Joist 880 880 880 880 880 503 Supports 586 586 586 586 586 586 Anal/Des Joist 0.32 0.57 0.59 0.54 0.49 0.18 Support 0.47 0.86 0.88 0.81 0.74 0.16 Load comb #45 #24 #47 #28 #55 444 Length 0.50* 0.50* 0.50* 0.50* 0 .50* 0 .50* Min req'd 0.50* 0.43** 0.44** 0.50* 0 .50* 0 .50* Cb 1.75 1.75 1.75 1.75 1. 1.00 Cb min 1.75 1.75 1.75 1.75 1. 1.00 Cb support 1.25 1.25 1.25 1.25 1. 5 1.25 Fc sup625 625 625 625 5 625 *Minimum bearing length setting used: 1/2"for end supports and 1/2"for interior supports **Minimum bearing length governed by the required width of the supporting member. Top Chord @ MP2B Lumber-soft, D.Fir-L, No.2, 2x4 (1-1/2"x3-1/2") Supports: All -Timber-soft Beam, D.Fir-L No.2 Roof joist spaced at 24.0" c/c; Total length: 28'-1.7"; Pitch: 4/12; Lateral support: top=full, bottom=at supports; Repetitive factor: applied where permitted (refer to online help); WARNING: Member length exceeds typical stock length of 18.0 [ft] El I WoodWorks® Siaer SOFTWARE FOR WOOD DESIGN MP2B.wwb Woodworks®Sizer 10.1 Page 2 Analysis vs. Allowable Stress (psi) and Deflection (in) using NDS 2012 : Criterion Analysis Value Design Value Analysis/Design Shear fv = 70 Fv' = 225 fv/Fv' = 0 .31 Bending(+) fb = 837 Fb' = 1941 fb/Fb' = 0.43 Bending(-) fb = 1123 Fb' = 1846 fb/Fb' = 0.61 Live Defl'n 0 .09 = L/872 0 .33 = L/240 0 .28 Total Defl'n 0.18 = L/422 0 .43 = L/180 0 .43 Additional Data: FACTORS: F/E (psi)CD CM Ct CL CF Cfu Cr Cfrt Ci Cn LC# Fv' 180 1.25. 1.00 1.00 - - - - 1.00 1.00 1.00 15 Fb'+ 900 1.25 1.00 1.00 1.000 1.500 1.00 1.15 1.00 1.00 - 23 Fb' - 900 1.25 1.00 1.00 0.951 1.500 1.00 1.15 1.00 1.00 - 24 Fcp' 625 - 1.00 1.00 - - - 1.00 1.00 - - E' 1.6 million 1.00 1.00 - - - - 1.00 1.00 - 23 Emin' 0 .58 million 1.00 1.00 - - - - 1.00 1. 00 - 23 CRITICAL LOAD COMBINATIONS: Shear : LC 415 = D+Lr (pattern: L_LL ) , V = 270, V design = 245 lbs _L_ Bending(+) : LC #23 = D+Lr (pattern: LL__) , M = 214 lbs-ft Bending(-) : LC #24 = D+Lr (pattern: _LL_L_) , M = 287 lbs-ft Deflection: LC #23 = (live) LC 423 = (total) D=dead L=live S=snowW=wind I=impact Lr=roof live Lc=concentrated E=earthquake All LC' s are listed in the Analysis output Load Patterns: s=S/2, X=L+S or L+Lr, _=no pattern load in this span Load combinations: ASCE 7-10 / IBC 2012 CALCULATIONS: Deflection: EI = 9e06 lb-in2 "Live" deflection = Deflection from all non-dead loads (live, wind, snow...) Total Deflection = 1.50 (Dead Load Deflection) + Live Load Deflection. Bearing: Allowable bearing at an angle F'theta calculated for each support as per NDS 3 .10 .3 Design Notes: 1. WoodWorks analysis and design are in accordance with the ICC International Building Code (IBC 2012), the National Design Specification (NDS 2012), and NDS Design Supplement. 2. Please verify that the default deflection limits are appropriate for your application. 3. Continuous or Cantilevered Beams: NDS Clause 4.2.5.5 requires that normal grading provisions be extended to the middle 2/3 of 2 span beams and to the full length of cantilevers and other spans. 4. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. 5. SLOPE, fEMS: level bearing is required for all sloped beams. 6. FIRE R'Ft. : Joists, wall studs, and multi-ply members are not rated for fire endurance. 7. The criticsflection value has been determined using maximum back-span deflection. Cantilever deflections do not govern design. CALCULATION OF DESIGN WIND LOADS - ALL MP's Mounting Plane Information Roofing Material Spanish Tile Roof PV System Type SolarCity SleekMountTO Spanning Vents No Standoff Attachment Hardware might H ok HDG ST Roof Slope 180 Rafter Spacing 24"O.C. Framing Type Direction Y-Y Rafters Purlin Spacing X-X Purlins Only NA Tile Reveal Tile Roofs Only 14" Tile Attachment System Tile Roofs Only SM Span Standing Seam Spacing SM Seam Only NA Wind Design Criteria Wind Design Code ASCE 1-11 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 Roof Fig.30.4-2A/B/C-5A/B Mean Roof Height In 2S 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 Ka 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-5A/B Ext. Pressure Coefficient Down GC 0.45 Fig.30.4-2A/B/C-SA/B Design Wind Pressure P 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" 42" Max Allowable Cantilever Landscape 24" 24" Standoff Configuration Landsca a Not-Staggered Max Standoff Tributary Area Trib 21 sf PV Assembly Dead Load W-PV 3 psf Net Wind Uplift at Standoff T-actual -239 Ibs Uplift Capacity of Standoff T-allow 350 Ibs Standoff Demand/Capacity DCR 68.2% X-Direction Y-Direction Max Allowable Standoff Spacing Portrait 48" 56" Max Allowable Cantilever Portrait 19" 24" Standoff Configuration Portrait Not-Staggered Max Standoff Tributary Area Trib 19 sf PV Assembly Dead Load W-PV 3 psf Net Wind Uplift at Standoff T-actual -212 Ibs Uplift Capacity of Standoff T-allow 350 Ibs Standoff Demand/Capacity DCR 60.6% 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. N� (E) EXISTING PHASE AND SYSTEM PER ART. 210.5. THE MATERIALS USED FOR MARKING SHALL BE A EMT ELECTRICAL METALLIC TUBING 3. A NATIONALLY—RECOGNIZED TESTING REFLECTIVE, WEATHER RESISTANT AN TABLE�I tQ GALV GALVANIZED LABORATORY SHALL LIST ALL EQUIPMENT IN FOR I , ** �C(O GEC GROUNDING ELECTRODE CONDUCTOR COMPLIANCE WITH ART. 110.3. THE ENVIRONMENT. MAR_I�IOAW N' GND GROUND 4. CIRCUITS OVER 250V TO GROUND SHALL SECTIONS 605.11.1.Z� GHO$ .�h e, (� HDG HOT DIPPED GALVANIZED COMPLY WITH ART. 250.97, 250.92(B) SHALL HAVE ALL L T_Ef� I kNpp]]�S[[IN . tlw OP' I CURRENT 5. DC CONDUCTORS EITHER DO NOT ENTER MINIMUM HEIGHT OF 3 NCH 4[cxrr ' WHIT Imp CURRENT AT MAX POWER BUILDING OR ARE RUN IN METALLIC RACEWAYS OR A I3C SHORT CIRCUIT CURRENT ENCLOSURES TO THE FIRST ACCESSIBLE DC ON RED BACKGROUND. jj�TTA�T that ota 605.11.1.2 MARKING CORIENT. ^ etttt kVA KILOVOLT AMPERE DISCONNECTING MEANS PER ART. 690.31(E). THE MARKING SHALL CONTAIN THE��w�,,„�v1 beaQ teaetV the kW KILOWATT 6. ALL WIRES SHALL BE PROVIDED WITH STRAIN VJ caa ¢atop V0t ¢0ox,LBW LOAD � WARNING: PHOTOVOLTAIC P BY O}yGF stN Bete ¢k \ (N) NMIN EW UM BEARING WALL ULLLIS(INDUCE FRAMES SHALIEF AT ALL ENTRY INTO BLOBESGROUNDED AS IRADT THE 605SOU11.1.3 MAIN SERVICE DISCONNECT. \apssha`a�pavviovpQtaae6QVaaSmuS NEUT NEUTRAL UL—LISTED LOCATION PROVIDED BY THE THE MARKING SHALL BE PLACED AD a 8s a"0,0 s¢to THE MAIN SERVICE DISCONNEC t1V C� �hts OCS ONT TO CENTERALE MANUFACTURER USING UL LISTED GROUNDING CLEARLY VISIBLE FROM THE LO� � HEt�I@oLes PL PROPERTY LINE 8. MODULE FRAMES, RAIL, AND POSTS SHALL BE DISCONNECT IS OPERATED. apQ t �psao \¢tor' 605.11.1.4 LOCATION OF MARKINGT '— LO �t\ POI POINT OF INTERCONNECTION BONDED WITH EQUIPMENT GROUND CONDUCTORS AND MARKING SHALL BE PLACED ON IN�1$0 AND PV PHOTOVOLTAIC GROUNDED AT THE MAIN ELECTRIC PANEL. EXTERIOR DC CONDUIT, RACEWAYSNENCLOSURES SCH SCHEDULE 9. THE DC GROUNDING ELECTRODE CONDUCTOR AND CABLE ASSEMBLIES EVERY 10 FEET (3048 SS STAINLESS STEEL SHALL BE SIZED ACCORDING TO ART. 250.166(B) & MM), WITHIN 1 FOOT (305 MM) OF TURNS OR STC STANDARD TESTING CONDITIONS 690.47. BENDS AND WITHIN 1 FOOT 305 MM ABOVE AND TYP TYPICAL ( ) UPS UNINTERRUPTIBLE POWER SUPPLY BELOW PENETRATIONS OF ROOF/CEILING [l'� V VOLT ASSEMBLIES, WALLS OR BARRIERS. v Vmp VOLTAGE AT MAX POWER W G WAS GE AT OPEN CIRCUIT VICINITY MAP INDEX 3R NEMA 3R, RAINTIGHT PVt COVER SHEET PV2 SITE PLAN PV3 STRUCTURAL VIEWS . PV4 THREE LINE DIAGRAM LICENSE GENERAL NOTES PVS ELECTRICAL CALCULATIONS Cutsheets Attached CA # 888104 1. THIS SYSTEM IS GRID—INTERTIED VIA A UL—LISTED POWER—CONDITIONING INVERTER. 9t at C-10 t. Av i.. Buildiny* 6afetyeDept. 2. THIS SYSTEM HAS NO BATTERIES, NO UPS. '�. Ben Liu 3. SOLAR MOUNTING FRAMES ARE TO BE GROUNDED. w APR 2 4 2014 4. ALL WORK TO BE DONE TO THE 2013 MODULE GROUNDING METHOD: ZEP SOLAR CALIFORNIA BUILDING CODE AND THE 2013 CALIFORNIA RESIDENTIAL CODE. �,• REV BY &I AHJ: Menifee 5. ALL ELECTRICAL WORK SHALL COMPLY WITH , REVA NAME DATE COMMENTS THE 2011 NATIONAL ELECTRIC CODE AS AMENDED BY , • ' UTILITY: Southern California Edison THE 2013 CALIFORNIA ELECTRIC CODE. if CONFIDENTIAL— THE INFORMATION HEREIN JOB NUMBER: PREMISE OMER: DESCRIPION: DESIGN; JB-9252659 00 N. CONTAINED SHALL NOT BE USED FOR THE CABALLEROS, JAIME CABALLEROS RESIDENCE Ryan Castillo � •t.•C rrw��� •,y BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: �•„GSo�arCi 1 NOR SHALL IT BE DISCLOSED IN WHOLE OR IN ZEP Mighty Hook 29025 GOLDEN LAKE CIR 7 KW PV Array rIl Y C��rrr {{{... PART TO OTHERS OUTSIDE THE RECTPIENrS MoouLLs MENIFEE CA 92585 ORGANIZATION, EXCEPT IN CONNECTION NTH > THE SALE AND USE OF THE RESPECTIVE (28) CANADIAN SOLAR # CS6P-250PX onss Mateo,CA 94402 Way SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN NVE TER: PAGE NAME: SHEET' REV' DATE T:(650)638 Son 7028 F:(650)638-1029 PERMISSION OF SOLARCITY INC. SC SE6000A—US—ZB—U (951) 850-4743 COVER SHEET PV 1 4/5/2014 (BBB)—SOL-CITY(765-2439)www.adardtgoom Ben Liu PITCH: 18 ARRAY PITCH:1T STAMPED AND SIGNED , /Y MPl ATERIAL: Spa ARRAY AZIMUTH: S 1/ 6 MATERIAL: Spanish Tile ARRAY PITCH:18Stories 605.11.2 LOCATIONS OF DC CONDUCTORS. FOR STRUCTURAL ONLY MP2 AZIMUTH: 180 ARRAY AZIMUTH: 180 CONDUIT, WIRING SYSTEMS; AND RACEWAYS MATERIAL: Spanish Tile STORY: 2 Stories FOR PHOTO O TAIC CIRCUITS SHALL BE LOCATED A LOSE SAS POSSIBLE TO THE Front Of House RIDGE OR H 01i/VALL�Y AND FROM THE HIP 29025 Golden Lake Cir OR VALLEY S RECTL S POSSIBLE TO AN - OUTSIDE WALL TO REDI� IP HAZARDS AND MAXIMIZE VENT TUNIT,ITES. CONDUIT RUNS BETWIEEN S11116 ARRAYS AND T(, `DC COMBINER BOXES SHALL BE INSTALLED IN t ® (E)oRTVEwnv A 41ANNER THAT MINIMIZES THE TOTAL AMOUNT OF CONDUIT ON THE ROOF BY -. iy TAKING THE SHORTEST PATH FROM THE 11 ARRAY TO THE DC COMBINER BOX. THE DC COMBINER BOXES SHALL BE LOCATED SUCH THAT CONDUIT RUNS ARE MINIMIZED IN THE PATHWAYS BETWEEN ARRAYS. DC WIRING Non Gated SHALL BE INSTALLED IN METALLIC CONDUIT OR RACEWAYS EN SPACES IN AHBUI DOING. CO DUITNSHALLOSED RUN LEGEND ALONG THE BOTTOM OF LOAD BEARING MEMBERS. O (E) UTILITY METER & WARNING LABEL E INVERTER W/ INTEGRATED DC DISCO :A AC m. & WARNING LABELS DC I L—JI DC DISCONNECT & WARNING LABELS w Inv;i MP2A — — AC — — © AC DISCONNECT & WARNING LABELS Xr "" o 1 a o 0 0 o O DC JUNCTION/COMBINER BOX & LABELS O O O 0 1 I DISTRIBUTION PANEL & LABELS 0 j o 0 0 do 0 0 0 ( G LOAD CENTER & WARNING LABELS 0 u o 0 0 MP2B O O O I° O DEDICATED PV SYSTEM METER eWw.1!s.R c71�AA� I ` p� RA6y o I, 0 0 0 o IT I 0 STANDOFF LOCATIONS 9I 0 I' I I CONDUIT RUN ON EXTERIOR �n w `� {gyp,C 75189 m I o I I I CONDUIT RUN ON INTERIOR e e fRP t2-><1' Oj oI I GATE/FENCE HEAT PRODUCING VENTS ARE RED CIV1� 0�`� B CHANGE C ' INTERIOR EQUIPMENT IS DASHED Ofi Clw� A L1'J Digitally signed by Srihari Raghavan TOTAL ARRAY AREA (SF): 495 SITE PLAN /N 1 I TOTAL ROOF AREA (SF): 3335 Scale: 3/32" = V W-r j-E Date: 2014.04.05 12:39:31 -07 00 TOTAL ARRAY AREA IS p 14.84 01, 10, 21' �/ PERCENT OF TOTAL ROOF AREA s CON JB-9252659 00 PREMISE OWNER: DESCRIPTOR: DESIGN: CONFIDENTIAL— THE INFORMATION HEREIN JOB NUMBER: \\� CONTAINED SHALL NOT BE USED FOR THE CABALLEROS, JAIME CABALLEROS RESIDENCE Ryan Castillo �er„COlarCl+`� BENEFIT OF ANYONE EXCEPT SOIARCITY INC., MOUNTING SYSTEM: •'•1`;`r l•7° NOR SHALL IT BE DISCLOSED IN WHOLE OR IN ZEP Mighty Hook 29025 GOLDEN LAKE CIR 7 KW PV Array PART TO OTHERS OUTSIDE IN THE RECCONNECTION T'SIM71 MODULES: MENIFEE CA 92585 THE SALE AND EXCEPT IN CONNECTION NITH 3055 Clemriew Way THE SALE AND USE T, THE RESPECTIVE (28) CANADIAN SOLAR CS6P-250PX PAGE NAME SHEET REV. DATE San Mateo, CA 94402 PSOLARCITYERMISSION EQUIPMENT, WITHOUT THE WRITTEN INVERTER: T:(650)638-1028 F:(650)638-1029 PERMISSION of saARaTY INC. SOLAREDGE SE6000A-US-ZB-U (951) 850-4743 SITE PLAN - PV 2 4/5/2014 (BBB)—SOL-CITY(765-2489) www.aalmaltyamn Liu CD C� STAMPED AND SIGNED S1 FOR STRUCTURAL ONLY S1 -6 7' 5'-8" 5'-9" Sic (E) LBW �P�d RAG,q le- G SIDE VIEW OF MPI NTS i m -5" -2" -2" W Co� (d0.�75�13� (E) LBW� � - //////"'''111��� s� SIDE VIEW OF MP2A NTS MPl X-SPACING X-CANTILEVER Y-SPACING Y-CANTILEVER NOTES p> CIV,\ LANDSCAPE 72" 24" 42" 24" �FO� PORTRAIT 48" 19° 56" 24" OF CAL MP2A XSPACING`+3k NIIILEVE Y-SPACING Y-CANTILEVER NOTES ROOF AZT 180 PITCH 18 LANDsc)pRE _7�" 24" 42" 24" RAFTER: 2X4 @ 24" OC ARRAY AZT 180 PITCH 18 STORIES: 2 PORTR Fr 48" 19" - 6" ♦ 24"' C.I.: 2X4 24" OC RAFTER:2x4 @ 24"OC 0 - 180 PITCH 18 STORIES. 2 i @ High Profile Spanish Tile,S Shape(Cement) q Y ;. 180 PITCH 18 C.I.: 2X4 @24"OC � h, s Spanish Tile S Shape(Cement) Digitally signed by Srihari Raghavan Date: 2014.04.05 12:39:42 -07'00' 3.. •: p. INSTALLATION ORDER ZEP SPANNER BAR LOCATE RAFTER, MARK RAFTER (6) LOCATION, AND REMOVE TILE. ( PLACE STANDOFF BASE & DRILL S1 PILOT HOLES AT THE RAFTER " DIA BOLT & NUT (1) (2) (7) (3) 2) CLEAN PAPER AROUND PILOT HOLE. ZEP SPANNER BAR CLAMP 3) ADJUST STANDOFF TO BATTEN STANDOFF HEIGHT. (E) TILE V SEAL PILOT HOLES AND BOTTOM '-6 —6" —2" —8" —5" 3'-4" V (4) OF STANDOFF WITH POLYURETHANE (E) LBW (E) ROOF DECKING (5) (4) SEALANT. 5/16" DIA LAG BOLT 5) LAG STANDOFF INTO RAFTER. SIDE VIEW OF MP2B NTS (2-1/2" EMBED, MIN) LOWEST MODULE SUBSEQUENT MODULES (E) RAFTER 6) NOTCH TILE WEATHERING TO FIT MP26 X-SPACING X-CANTILEVER Y-SPACING1Y-CANITILEVER NOTES AROUND STANDOFF. ANDscaPE 7z" 24" 4z" z4" 1 STANDOFF PORTRAi 48" 19" 56" 24" RAFTER:2X4 @ 24"OC ROOF AZT 180 PITCH 18 STORIES: 2 Scale: 1 1/2" = 1' 7) REINSTALL TILE. C.I.: 2x4 @24"OC ARRAY AZT 180 PITCH 1 Profile Spanish Tlle,SShape(Cement) CONFIDENTIAL- THE INFORMATION HEREIN JOB NUMBER: PREMISE OWNER: DESCRIPTION: DESIGN: CONTAINED SHALL NOT BE USED FOR THE JB-9252659 00 CABALLEROS, JAIME CABALLEROS RESIDENCE Ryan Castillo SolarCity, BENEFIT OF ANYONE EXCEPT SOARCItt INC., MOUNTING SYSTEM: �•,,,; NOR SHALL IT BE DISCLOSED IN WHOLE OR IN ZEP Mighty Hook 29025 GOLDEN LAKE CIR 7 KW PV Array �p PART TO OTHERS OUTSIDE THE RECIPIENTS MDDu1T:s MENIFEE CA 92585 ORGANIZATION, EXCEPT IN CONNECTION WITH , THE SALE AND USE OF THE RESPECTIVE (28) CANADIAN SOLAR # CS6P-250PX 3055 Clemdew Way SOLARCITY EQUIPMENT, 'WITHOUT THE WRITTEN INVERTER: PAGE NAME SHEET' REV' DATE' 7:(6S))Sm Mato. CA 94402 )638-1029 PERMISSION OF soLARatt INC. SOLAREDGE SE60DOA-US-zB-U (951) 850-4743 STRUCTURAL VIEWS PV 3 4/5/2014 (8BB)-SOL-CITY(765-2489)www.solorclty.cmn GROUND SPECS MAIN PANEL SPECS GENERAL NOTES INVERTER SPECS MODULE SPECS LICENSE BOND (N) #8 GEC TO (E) LIFER AT PANEL Panel Number: Inv 1: DC Ungrounded INV 1-(1)SOLAREDGE ##SE6000A-US-ZB-U LABEL: A -(28)CANADIAN SOLAR g CS6P-250PX CA C808104 WITH IRREVERSIBLE CRIMP Meter Number:117540269 Inverter; I OW, 240V, 97.574 w/Unifed Disco and ZB, AFCI PV Module; 250W,' 229.6W PTC, 40mm, Black Frame, MC4, ZEP Enabled Underground Service Entrance INV 2 r Ben Liu Voc: 37.2 Vpmox: 30.1 INV 3 Isc AND Imp ARE SHOWN IN THE DC STRINGS IDENTIFIER �E 225A MAIN SERVICE PANEL E3 20OA/2P MAIN CIRCUIT BREAKER Inverter 1 SolarCity CUTLER-HAMMER CUTLER-HAMMER 4 A t 20OA/2P Disconnect Disconnect 5 SOLAREDGE Da SE6000A-US-ZB-U DG -----I Strinj(s)Of 18 On MP 2- 7 (E) LOADS B C - EGc -__J EEflI—- N DG 3 2 35A/2P ---- ceo ---- cNo ------------- Ecra __ oc. DA - mi A GEC _ N OG I St ing(s)Of 10 On MP 1 a GNa EGC _�____ EGC _________ (1)Canduit Kit; 3/4' EMT N -- EGC/GEC _ � - MENIFEE ...� pEPAR GEC --1 r �F \`�D Sp ~ + To 120/240V --- - gV�1wQ�NG A�\J ` SINGLE PHASE In�N ApPR UTILITY SERVICE I I eaPelmltt°°� ta° J— toh GtV p\ansshall°ot1�e of thet kalll ,sIs bekept p°the ��,,��,,,��LoWnt \an5m0 MAIN BREAKER IS LOCATED AT BOTTOM OF BUS BAR. wAppro` ' °tatto°ot a°�� otag9to p PV BACKFEED BREAKER TO BE LOCATED AT OPPOSITE END EQS,jht0 OF BUS FROM MAIN. Voc* = MAX VOC AT MIN TEMP POI (I)CUTLER-HAMM? a BR235 35A /2P BREAKER B (I)CUTLER-HAMMER (!DG222UR8 /(� A (1)Sda City 4 STRING JUNCTION BOX D� Breaker, 35A 2P, 2 Spaces Disconnect; 60A, 240Vac, Nan-Fusible, NEMA 3R /'1 2x2 S"AAGS, UNFUSED, GROUNDED -(1)CUTLER-HAMMER 9 DG100NB - -(1)ZEP 1650-1196-002 Ground eutral Kit 60-100A, General Duty(DG) Universal Box Bracket; [PKG B] C' (I)CUTLER-HAMMER 9 DG322UGB PU (28)SOLAREDGE W3°o-2NA4AZS Disconnect; 60A. 24OVac, Nan-Fusible, NEMA 1 PowerBox ptinnizer, 3DOW, H4, DC to DC, ZEP i -(1)CUTLER-lliiAMMER 9 DG100NB Ground/Neutral it; 60-10DA, General Duty(DG) OlI� 1 AWG /B, THWN-2, Black llTT I AWG II6, THWN-2, Black Voc* 500 VDC Isc 15 ADC il,�-� 2 AWG #10. PV W1RF, Black Voc* =500 VDC Isc =15 ADC (1)AWG #8, THWN-2, Red (I)AWG /8, THWN-2, Red Vmp =350 VDC Imp=7.05 ADC (I)AWG }6, Solid Bare Copper EGG Vmp =350 VDC Imp=12.69 ADC (1)AWG #10, THWN-2, White NEUTRAL Vmp =240 VAC Imp=25 AAC . . . . . . (1 AWG/10.THWN-2,.Greeo. . EGC. . . . . . . .. . . . . . _ _ . . _ . . . . . . . iFIPN72,green . . EGC/GEC, ,-(1)Copdgi(Kit:.3[W EMT,, , , ,, ,, ,, (1)AWG#B, THWN-2, Black Voc* =500 VDC [sc =15 ADC ITI'�F(2)AWG 810, PV WIRE, Black Voc* =500 VDC Isc =15 ® ADC (I)AWG/B, THWN 2, Red Vmp -350 VDC Imp=12,69 ADC O EJ (1)AWG #6, Solid Bare Copper EGG Vmp =350 VDC Imp=7.05 ADC , .. . , . . . (1)ANG #1O, THWN.2,.Green. . EGG. . . . . . . . . . . . . . Ic�J JB-9252659 00 PREMISE OWNER: DESCRIPTION: DESIGN: CONFIDENTIAL- THE INFORMATION HEREIN JOB NUMBER: � *\� CONTAINED SHALL NOT BE USED FOR THE CABALLEROS, JAIME CABALLEROS RESIDENCE Ryan Castillo -- olarCity. BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: i'ns NOR SHALL IT BE DISCLOSED IN WHOLE OR IN ZEP Mighty Hook 29025 GOLDEN LAKE CIR 7 KW PV Array ►tip=S PART TO OTHERS OUTSIDE THE RECIPIENT'S MooulEs MENIFEE, CA 92585 ORGANIZATION, EXCEPT IN CONNECTION WITH 3055 Clearview Way THE SALE AND USE OF THE RESPECTIVE (28) CANADIAN SOLAR # CS6P-250PX PACE NAME: SHEET: REV. DATE: San Mateo, CA 94402 SOLARGTY EQUIPMENT, WITHOUT THE WRITTEN T..(650)63a-1028 F:(650)63B-1029 PERMISSION of sotARaTr INC. SO INVERTER SE6000A—US—ZB-U (951) 850-4743 THREE LINE DIAGRAM PV 4 4/5/2014 (aae)-sa-aTY(T65-2489) w .edarany.com 1 i ELECTRICAL CALCULATIONS Ben Liu b� 104;r* a I Hardware Qty Model Voltage Drop Calculations Version 6_0.1 Module: 28 Canadian Solar CS6P-250PX-B Vdrop= (Imp) (2* Length) (Resistance) / (Vmp) DC Converter: 28 SolarEdge OP300-MV Inv Power DC W PIC DC W STC Inverter A I Imp(A) IMax. Length(ft)l Wire Inverter A: 1 SolarEdge_SE6000A-US-ZB-U( 6000 6373 7000 Input 1: 1 7.05 1 110 ft I C AWG 10 Inverter B: Vdrop= 7.05 A * 220 ft * 0,00124 Ohms) /350 V =F0.55%. 6000 6373 7000 Inverter A I Imp(A) IMax. Length (ft) Wire Input 2: 1 19.74 0 It I D AWG 08 Vdrop = 19.74 A * 0 ft * 0.00002 Ohms) /350 V = Inverter A Stringing Inverter B Stringing Inverter A I Imp(A) IMax. Length(ft)l Wire String 1: 10 modules Output: 1 25.00 loft I D AWG 08 String 2: 18 modules Vdrop= 25.00 A * 10 ft * 0.00078 Ohms) /240 V = Unused I Imp(A) IMax. Length (ft) Wire Photovoltaic Module Electrical Specifications: Photovoltaic Source (Modules to Powerl3ox) 25.00 0 it I D AWG 08 Canadian Solar CS6P-250PX-BF Voc at Min Temp= 40.66 V Vdrop = 25.00 A * 0 ft * 0.00078 Ohms 240 V =F 0.009/b Power(STC)= 250 W Voc= 37.20 V Power(PTC)= 227.6 W Vmp= 30.10 V Site Temperatures °F °C Voc= 37.20 V Vmp at Max Temp= 26.03 V Record Low Temp: 28 -2.2222222 Vmp= 30.10 V ISE= 8.87 A Max Average High Temp: 104 40 Isc= 8.87 A Imp= 8.30 A Imp= 8.30 A Icont= 11.09 A Tvoc= -0.127 V/deg C TVmp= -0.13 V/deg C C AWG 10 90°C:Table 310.15(B)(16) Tisc= 8.30 mA/deg C Ampacity= 40 > 13.86 A OK Corrected Ampacity= 23.20 A > 13.86 A OK Temperature Derate= 0.58 Conduit Fill Derate= 1 DC Converter Electrical Specifications Inverter A Input Circuit 1(PowerBox to Inverter) SolarEdge OP300-MV String 1 String 2 Power= 300 W Vmax= 500 500 V Wire Length: 110 ft Efficiency Factor= 0.987 Vmp= 350 350 V Vmin_input= 5 V InI 15.00 15.00 A Vmax input= 75 V Icont= 18.75 18.75 A Imax-input= 10 A Imp= 7.05 12.69 A Vmax output= 500 V C AWG 10 90°C:Table 310.15(B)(16) Imax_output= 15 A Ampacity= 40 > 18.75 A OK Corrected Ampacity= 23.20 A > 18.75 A OK Temperature Derate= 0.58 Conduit Fill Derate= I Inverter A Electrical Specifications Inverter A Output Circuit SolarEdge_SE6000A-US-ZB-U( Service Voltage= 240 V Wire Length: 10 ft Power= 6000 W Icont= 25.00 A Vmp input= 350 V Vmax_input= 500 V D AWG 08 90°C:Table 310.15(B)(16) Imax-input= 18.0 A Ampacity= 55.00 > 31.25 A OK Vmp-output= 240 V =Service Voltage Corrected Ampacity= 50.05 A > 31.25 A OK Imp_output= 25.00 A =Icont Temperature Derate= 0.91 Conduit Fill Derate= 1 OCP= 35 A CONFIDENTIAL- THE INFORMATION HEREIN JOB NUMBER: PREMISE OWNER: DESCRIPTION: DESIGN: JB-9252659 00 \`CONTAINED SHALL NOT BE USED FOR THE CABALLEROS, JAIME CABALLEROS RESIDENCE Ryan Castillotc BENEFIT OF ANYONE EXCEPT SOLARCItt INC„ MOUNTING SYSTEM: f.,r` NOR SHALL IT BE DISCLOSED IN WHOLE OR IN ZEP Mighty Hook 29025 GOLDEN LAKE CIR 7 KW PV Array ►�,5®lafcity. PART TO OTHERS OUTSIDE THE RECIPIENTS ORGANIZATION, EXCEPT IN CONNECTION NTH MODULES: MENIFEE, CA 92585 THE SALE AND USE OF THE RESPECTIVE (28) CANADIAN SOLAR # CS6P-250PX 3055 Cleardew way SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN 1 PAGE NAME: SHEET: REV: DATE: San Mateo, CA 94402 PERMISSION OF SOLARCITY INC. INVERTER: 95' 850-4743 PV 5 4 T:(650)638-1028 F:(650)638-1029 SOLAREDGE SE6000A-US-ZB-U ) ELECTRICAL CALCULATIONS /5/2014 (888)-SOL-CITY(765-2489) www.solarclty.com CAUTION POWER TO THIS BUILDING IS ALSO SUPPLIED FROM THE FOLLOWING SOURCES WITH DISCONNECTS LOCATED AS SHOWN: - Address: 29025 Golden Lake Cir INVERTER AND DC DISCONNECT I I I I UTILITY LJ SERVICE LJ SOLAR PHOTOVOLTAIC ARRAY(S) L--------------------------J PHOTOVOLTAIC BACK—FED CIRCUIT BREAKER IN MAIN ELECTRICAL PANEL IS AN A/C DISCONNECT PER NEC 690.17 - OPERATING VOLTAGE = 240V MAX CURRENT = 25 A (� ((��F((�� PREMISE OWNER: DESCRIPTION: DESIGN: CONFIDENTIAL— THETBEUSEON HEREINRTHE JOB NUMBER: JB-9Z5ZV5J 00 `\`j1NSolarCity CONTAINED SHALL NOT INFORMATION USED FOR THE CABALLEROS, JAIME CABALLEROS RESIDENCE Ryan Castillo 4_ . BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: i�"i NOR SHALL IT BE DISCLOSED IN WHOLE OR IN ZEP. Mighty Hoak 29025 GOLDEN LAKE CIR 7 KW PV Array PART TO OTHERS OUTSIDE THE RECIPIENT'S MODULES MENIFEE CA 92585 ORGANIZATION, EXCEPT IN CONNECTION WITH 3055 Clearview Way THE SALE AND USE OF THE RESPECTIVE (28) CANADIAN SOLAR # CS6P-250PX PAGE NAME: SHEET: REV: DATE: San Mateo, CA 94402 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN INVERTER: T:(65O) 638-1028 R(68O)638-1029 PERMISSION OF SOLARCITY INC. SOLAREDGE SE6000A—US—Z8—U (951) 850-4743 SITE PLAN PLACARD PV 6 4/5/2014 (B8H)—SOL—CITY(765-2489)wwwsolarcitycom WARNING:PHOTOVOLTAIC POWER SOURCE PV SYSTEM WARNINGLabel Location: Label Location: Label Location: ' Per Code: DISCONNECT FORPer Code: CRC R331.2UTILITY OPERATION ELECTRIC SHOCK HAZARD CEC , THE DC CONDUCTORS OF THIS Label • • •n: TO BE • WHEN PHOTOVOLTAIC DC UNGROUNDED ANDINVERTER IS DISCONNECTPer Code: MAY BE ENERGIZED UNGROUNDED CEC .•0 .14.C.2 Label Location: WARNING ' Per ..- ELECTRICSHOCK HAZARD Label ' • DO NOT TOUCH TERMINALCEC S 690.17 MAXIMUM POWER- TERMINALS ON BOTH LINE AND POINT CURRENT(Imp) A Per Code: LOAD SIDES MAY 8E ENERGIZED MAXIMUM POWER- CEC 690.53 IN THE OPEN POSITION *-;POINT VOLTAGE(Vmp) Label Location: Per Code: CEC MAXIMUM SYSTEM � VOLTAGE(Voc) 11 SHORT-CIRCUIT A CURRENT(Isc)� WARNING INVERTER OUTPUT 0 CONNECTION Label Location: DO NOT RELOCATE 350 WARNING _ THIS OVERCURRENT Code: DEVICE ELECTRICAL SHOCK HAZARD DO NOT TOUCH TERMINALS CEC 690.17 TERMINALS ON BOTH LINE AND LOAD SIDES MAY BE ENERGIZED IN THE OPEN POSITIONLabel Le e DC.VOLTAGE IS PHOTOVOLTAIC POINT OF '• Per ALWAYS PRESENT WHEN INTERCONNECTION SOLAR MODULES ARE Code: CEC WARNING: ELECTRIC SHOCK EXPOSED TO SUNLIGHT HAZARD.DO NOT TOUCH '9 0 4 CEC 690.17 TERMINALS.TERMINALS ON BOTH THE LINE AND LOAD SIDE MAY BE ENERGIZED IN THE OPEN POSITION. FOR SERVICE Label • • DE-ENERGIZE BOTH SOURCE WARNING AND MAIN BREAKER. _ Code:CEC PV POWER SOURCE MAXIMUM AC ELECTRIC SHOCK HAZARD 690.5(C) OPERATING CURRENT ® A IF A GROUND FAULT IS INDICATED NORMALLY GROUNDED MAXIMUM AC V CONDUCTORS MAY BE OPERATING VOLTAGE240 UNGROUNDED AND ENERGIZED Label Label Location: '• CAUTION 'Per •. Disconnect DISCONNECTPer Code: PCRCUI�ISABACKFEDM CEC 69 CEC .•0 D :. • InteriorPanel (DC): DC Disconnect • e Labele •n: Label Location: (INV): Inverter With Integrated DC Disconnect MAXIMUM AC A P• CAUTION P• •.• Center OPERATING CURRENT ® Per Code:AC •. SECOND SOURCE IS OPERATING VOLTAGE � � PHOTOVOLTAIC SYSTEM •• Point of • ' 1 1 1' 1 1 1 1 1 1• 1 1 WIN 1 -' 1' 1 Y 1 1 •IIII• Illlllllle�ele • I IIIII:II,II'I'I••11'IIII'IIIIL�ele1011le' Y' ' 1 1 1 1 0 111.1•_ I III• SolarCity SleekMountT"" - Tile SolarCity SleekMountTM - Tile The SolarCity SleekMount hardware solution •Utilizes Zap Solar hardware and UL 1703 listed \ Installation Instructions is optimized to achieve superior strength and Zap CompatibleTm modules aesthetics while minimizing roof disruption and • Remove rile and locate rafter •Interlock and grounding devices in system UL labor.The elimination of visible rail ends and listed to UL 2703 • Drill pilot holes of proper diameter for mounting clamps, combined with the addition fastener size per NDS section 1.1.3.2 • Interlock and Ground Zep EfL listed to UL 1703 t. of array trim and a lower profile all contribute to as"Grounding and Bonding System" ® Seal pilot holes with roofing sealant a more visually appealing system. SleekMount 4 • ... � Place file hook utilizes Zep CompatibleTM modules with •Ground Zep UL and ETL listed to UL 467 as strengthened frames that attach directly to Zep grounding device i- • Install lags pursuant to NDS section 11.1.3 \ with fender washer Solar standoffs,effectively reducing the number •Anodized.components for corrosion resistance Notch underside of rile and reinstall rile • of standoffs required, when compared to conventional rail-based systems. •Applicable for vent spanning functions • Attach Spanner Clamps and tighten firmly in place 8 Insert Cam Foot into Spanner Bar and rotate Cam Nut 100 degrees Components 9, Place modules A Cam Foot ''A ,B Spanner Bar [-C 3/8" Machine Screw and Nut - +gip Spanner Bar Clamp • Tile Hook • (2)Screw Lag ® 1 • oo e d. !' r" SolarCity January 2013 p° ETA LISTED SolarCity January•,P>° ,�� Janua 2013 i 0 Ne�Edgeeslge /i CS6P-235/240/245/250/255PX ®r CanadianSolar Electrical Data Black-framed slaaµthle 8TC CSBP-235P CSBP-24oP CSOP•245P C86P-260PX csop.255px Temperature Characteristics Nominal Maximum Power (Pmax) XIII 240W 245W 250W 255W NewEdg _ Optimum Operating voltage(Vmp) 29.BV 29.91 30.OV 30.1V 30.2V Pretax -0.43%PC Optimum Operating Current(Imp) ].90A 8.03A 8.1]A 8.30A 8.43A Temperature Coefficient Voc If %PC Open Circuit Voltage(Voc) 36.9V 37.OV 37.1v 31.2V 37.4V Ise 0.065%PC Black-framed - . • Short Circuit Current(Ise) BABA 8.59A 8.74A 8.87A 9.00A Normal Operating Cell Temperature q5±2°C Module Efficiency 14.61% 14.92% 15.23% 15.54% 15.85% Operating Temperature -40•C-t86•C Performance at Low Irradiance t Maximum System Voltage 1000V IEC /600V UL Indust! leading g .5%modulperformance at low irradiation Maximum Series Fuse Rating i 6A environment,+95.5%module efficiency from an Application Classification Classq irradiance of 1000w7m'ta 200wlm' Next Generation Solar Module Power Tolerance 0-+fiw (AM 1.5.25'C) Under 613ndaNTest conditions(aTC)of iredlence of 100gW/m',spectrum AM 1.5 and cell tamporawra of 25C Npes of , tinting the systems, module designed the addedfor Engineering Drawings types of mounting systems,offers customers the added NOCT CSBP-235P CSBP•240P CSBP•246P CSBP-260PX CSBP-255PX Nominal Maximum Power (Pmax) 170W 174W 178W 181W 185W value of minimal system costs,aesthetic seamless Optimum Operating Voltage(Vmp) 27.2V 27.3V 2].4V 275V 27.5V �... appearance,auto groundingand theft resistance. optimum Operating Current(Imp) s.z]A 26.38A73V 6A9A B.60A 6.]1A Open Circuit Voltages(Voc) 33.9V 34.OV 34.iV 34.2V 34.4V The black-framed CS6P-PX is a robust 60 cell solar module short Circuit Current(Ise) 6.8sA 6.96A 7.08A ZisA 7.29A incorporating the groundbreaking Zap compatible frame. Underscored operating cellrampamwre,lrradlance data Whe'.spacianni ts,ambienuemperatere 20c, The specially designed frame allows for rail-free fast wlndapeed 1 We installation with the industry's most reliable grounding Mechanical Data system.The module uses high efficiency poly-crystalline Can Type Poly-crystalline 156 x 156mm,2 or 3 Raiders Key Features silicon cells laminated with a white back sheet and framed Cell Arrangement 60(600) with black anodized aluminum.The black-framed CS6P-PX Dimensions 1638 x 982 a 40mm(64.5 x 38.7 x 1.57m) • Quick and easy to install - dramatically is the perfect choice for customers who are looking for a high weight 20.5kg(45.2 Ise) reduces installation time quality aesthetic module with lowest system cost. Front cover 3.2mm Tempered glass - Frame Material Anodized aluminium alloy • Lower system costs - can cut rooftop Installation costs in half Best Quality J-80% IP85,3diodes • 235 quality control points in module production Cable 4mm'(IEC)112AWG(UL),1000mm Connectors MC4 orMC4 Comparable • Aesthetic seamless appearance - low profile EL screening to eliminate product defects I with auto leveling and alignment • Current binning to improve system performance Standard Packaging(Motlules per Pallet) 24pLs e • Accredited Salt mist resistant Module Pieces per container(40 If.Container) 672pcs(40'HO) • Built-in hyper-bonded grounding system - if it's I-V Curves CS6P-255PX - mounted,it's grounded Best Warranty Insurance ( I • Theft resistant hardware • 25 years worldwide coverage • 100%warranty term coverage section A-A • Ultra-low parts count - 3 parts for the mounting • Providing third party bankruptcy rights 350 and grounding system • Non-cancellable coverage j • Industry first comprehensive warranty insurance by • Immediate I AM Best rated leading insurance companies in the • Insured by 3 world top insurance companies j world Comprehensive Certificates - - • Industryleading plus only power tolerance:0-+5W . IEC 61215,IEC 61730, IEC61701 E02,UL1703, 15 • Backward compatibility with all standard rooftop and CEC Listed,CE and MCS ground mounting systems • IS09001:2008:Quality Management System ISOITS16949:2009:The automotive quality �Spsctiicatioos included in thisdateshaet are subject to change without pdarnotles. • Backed By Our New 10125 Linear Power Warranty management system Plus our added 25 year insurance coverage • IS014001:2004:Standards for Environmental About Canadian Solar ao% management system Canadian Solar Inc. is one of the world's largest solar -Canadian Solar was founded in Canada in 2001 and was companies. As a leading vertically-integ ated DAQ nge in s]% Adtletl Value From r QCO80000 HSPM:The Certification for manufacturer ofingots,wafers,ells,solar modules and Novemberll006. Canadian listed on S Solla Ehasa odulemmanufacturing o•r. °m Warranty Hazardous Substances Regulations solar systems, Canadian Solar delivers solar power capacity of 2.OSGW and cell manufacturing capacity of 1.3GW. • OHSAS 18001:2007 International standards for products of uncompromising quality to worldwide :0% occupational health and safety customers. Canadian Solar's world class team of 0% professionals works closely with our customers to 5 10 is xo 25 • REACH Compliance providethem with solutions forall their solarneeds. Ontariors 1545 SpeadvaleAvenue West - Guelph I • 10 year product warranty on materials and workmanship s 7a ?� rk'� `e rvdsa•�=. •25 year linear power output warranty Ci� .� .`�EC. � � � • www.canadiansolar.com ONrvl 10.11c.,,rhtio.2m2Lanetlianeolarine_ E solar e e = solar " • • z SolarEdge Power Optimizer Module Add-On for North America P300 / P350 / P400 SolarEdge Power Optimizer Module Add On For North America PB00 P350 P400 (br60-re111 I models) (br 96®II) motlulesj modules) modules) P300 / P350 / P400 INPUT a t el Put pcP were 300 3so auD w Absolute Maxim ...... m Input Voltage lV at lowest temperature) 48 60 80 Vdc MPPT Opening Range 8.48 1 _. 8 60 ......... 8 SO ........ Vdc.... . Max mum Short C ut Current(lsc) 10 Aec, ' Maximum DC Input Current 125 Atle Max mum Eflic encY 995 % We gored Efficiency 988 % rvol Oveta6e<ategoN OUTPUT DURING OPERATION(POWER OPTIMIZER CONNECTED TO OPERATING INVERTER) _ Maximum Output Current 15 - Maximum OutputVoltag Voltage I 60 Vdc OUTPUT DURING STANDBY(POWER OPTIMIZER DISCONNECTED FROM INVERTER OR INVERTER OFF) Safety Output Voltage per Power Optindary 1 Vdc STANDARD COMPLIANCE W5 EVIL FCC PartlS Class B,IEC610006 2,IEC61000-6 3 Safety, 1EC62109 1(class ll safety),UL1741 ' RoHs Yes INSTALLATION SPECIFICATIONS _ Maximum Allowed System Voltage moo Vdc _._... ..._. . ..._._.... . .. Dimensions(W x L x H) lal.zJz,ao s/s ss 18.34 x 1.59 mm/in > we gbinduEin6 cables) _ 950/2-1 s</Ib ..oo..... Input Connector _ MCa/AmPhenol/Tyco ..... . .. .................._....... ,Output Wire Type/Connector Double Ins laced Ampnenol Output Wrte Length 09s/30 12./3;9, .. m/R,._ _. .... Creating Temperature Range„_.. _. _ _-40-a85/40 a185....... ............... .'C/'F ' PmtecM1on Rating __. . _. _. IP65/NCMA4 „ Relative Humidity. 0-100 % PV SYSTEM DESIGN USING A SOLAREDGE THREE PHASE THREE PHASE INVERTER SINGLE PHASE 209V 480V PV power optimization at the module-level Minimum string Length(Power Opnri _.. _. ........... _.. ............. .............. ....._..._.__ 12La 2Mmum5[ring Length(Power Opemaers) 50 — Up to 25%mmeeegy M imum Power per String 1. 525t ROAD— efficiency Para lel5bings of Different Lengths Orientations vas — Mitigates all types of module 5 W _ mismatch losses,from manufacturing tolerance to Partial shading -- "--""' '_"'- """""""" """"""""" """"""""" ""-"" Flexible system design for maximum space Utilization Fast installation with a single boR - Next generation maintenance with module-loyal monRudng - Module-level Voltage shutdown for installer and firefighter safety .I USA - GERMANY - ITALY - FRANCE - JAPAN - CHINA - ISRAEL - AUSTRALIA www.solaredge.us i I' I I solar Single Phase Inverters for North America solar ® ® , , ! SE3000A-US/SE380OA-US/SE5000A-US/SE6000A-US/ S E7600A-US/SE10000A-US/SE1140OA-US SE30DOA-US SE38GOA-US SESOOOA-US SE6000A-US SE760OA-US I SE10000A-US [SEI-MOA-US SolarEd a Single Phase Inverters OUTPUT 9 g • Nominal AC Power Output 3300 3140 5200 @ 208V 6000 7680 9980 @ 208V 11520 VA 55zoVA'Y .. .. ..... 10090@140V ..................._......... ._....... .. ......,....... . . .. . . ...... ........... ForNorth America Max AC Power Output 3650 4150 5600 @ 208V 6000 8350 10800 @ 208V I2 VA 6000 @240V 10950 WIRY. SE3000A-US/SE380OA-US/SE5000A-US/SE6000A-US/ AC Output Voltage Min:Nom:Max." 183-208-229 Vac _... ..__..... .. ....... . ....... . . . . .... ...._......... .................. ....._........... ... SE760OA-US/SE1000OA-US/ SE1140OA-US ACOutputVoltageMin-Nom.-Mar* ✓ ✓ I d J J 211-240-264 Vac 3 AC Frequency.Min Nom Max.". _ _ 593 60 60.5(with El countrysetung57 60-60.5) Hz . . Max Continuous Output Current 14 16 23 @ 240V I 25 I 32 ._42 @ 240V ,. 48 A GF01 .... ...... .. 1 .. . .. .A.... Uti . ., ._... .. .. ... .. . ......... ....._..... .......... ........... .......... ..... Utility Monitoring,Is landing env erte. Protection,Country Configurable Yes Thresholds 12eIs INPUT WatFantY Recommended Max.DC Power"" � STC 4100 4800 6500 7500 9800 12400 14400 W 'auand� 1 ) .... .. . .. .rou .door... ............ . .... . ......_._. ._...... ... ....... ... _. ....... ........._. Transformer-less,Ungrounded Yes ._..... ..._........._. . ........ _....... ........... .....o..,.... .......... ............_............... .._....... Max.Input Voltage 500 Vdc ......... ........_ ...... ._3 5 .. ......... . . . ........._..........._..._.. ......._.. ....I .... R Nom DC Input Voltage 32S @ 208V/350 @ 240V Vdc Max Input Current it 13 I 17,@,240V. 118 23 9 L.3035 @: Me. I�. .in 35 Adc ....... ... ..... ... .. ... Max.Input Short Circuit Current 30 45 Adc Re verne-Polarity Protection Yes Ground-Fault Isolation Detection 600ka Sensitivity ® Maximumin ,n,er Efhaency..... .. 97.7.. 982... 983..... 98.3.... 98 _ 98...._ ... 98 .. .%._.. CEC Weighted Efficiency 975 98 97 5 @ 208V 9].5. 97.5 97 @ 208V 97.5 % 98 @ 240V 9].5 @ 24OV . a Re or ....b.._ .. ........ .._....... .......... ........... . ......... .. .. .......... ........._..... .......... � i Nighttime Power Consumption <2.5 <4 W ADDITIONAL FEATURES Supported Communication Interfaces RS485,RS232,Ethernet,ZlgBee optional) STANDARD COMPLIANCE 2 + t Safety.... .... ........... ............ .. .....UL1741 UL1699B(Pan numbers ending m"U"),UL1998,CSA 22.2 Grid Connection Standards IEEE154] S Emissions FCC part15 class B INSTALLATION SPECIFICATIONS • -I AC output conduit sze/AWGrange 3/4 minimum 1246AWG 3/4"minimum/8-3 AWG DC input conduit Sim 14 of strings/ 3/4"minimum/12 Strings/24-6AWG 3/4' minimum/12 strings/146AWG AWG range Dim- I SwicnsionsxD) AC/OCSafety 775 x.125x7/ 30.5 x 12.5 x 191 30.5 x 12.5 x 10.5/775 x 315 x 260 in/ f, Switch(H- . , 775 x315x172 ]]Sx315x 191 _ min Wei11 ghtwi[h AC/DCSafety Switch 512/232 54.7r_ ­rl88.4/40.1 Ib/kg Cooling ..... ,,.__ Natural Convection Fans(user replaceable) . Ne <25 ois dBA The best choice for SolarEdge enabled systems Mn Max.Operating Temperature -13 to+140/-25 to+601CAN version's—40to+60) 'F/'C Range.......... .__.. __._. ....... . ...._. ....... .............. .............. ... .. ..... — Integrated arc fault protection(Type 1)for NEC 2011690.11 compliance(part numbers ending in"-U") Protection Rating _ - NEMA 3R .. . ... ._ .. ....... ..... ... .. ..,.... Superior efficiency(98%) f n ¢ ai eemgsolamart si edg pp Limited m 12s%fa i s.h.rr m.e arWpvrage ngh mmp :more n+nz5•c,nd to 135%mri tro here it eama774 2AC. — Small,lightweight and ea to install on provided bracket Fordnamdfinformahon,reter,ehno ua,„„ areaoe o:merma rr�� er de ore e�deoar ry P ••Ahignerrorreat:oer<emavue c:edahe mrce will dmuesmp,dr„ mnr.amrr nod. Built-in module-level monitoring ^CAN P/xs are argue for me Omarre rn aid mmroat lmmrem..r.1e11adAn us rune — Internet connection through Ethernet or Wireless — Outdoor and indoor installation — Fixed voltage inverter,OC/AC conversion only — Pre-assembled AC/DC Safety Switch for faster installation unsrEC RoHS USA - GERMANY - ITALY - FRANCE - JAPAN - CHINA - ISRAEL - AUSTRALIA vvww.solaredge.us Datesheet: ZS Tire Datasheett ZS TIIe ,. Components Zep Solar Interlock 1 \ ; The InterloaN provides north-eauM and cast welt structural and ground bond mnneneans area mr,a stharankally coneguo M1VPer-0ontled prmYltetlorhULlistetlta UL2ID3andRL listed toUL 1103 Leveling Foot �I'--F Is1.25kh] I .xim i o [n�a.,m7 ZS Tile � ,,,ln for the roofs ar mml a zain L ltala ml aaa� the Level' gF tp ovitlesam n of 1 cl entb 1 Ibe PV artaya tlll c C gsurace orfleshed attachment ap,amlu tl lto slot exsya ayl irgM aJlusrm ill P5"throws. Array Skirt J ZS Tile'"offers the fastest and least expensive way to install PV Zep Compatible' _ arrays on tile roofs.It's designed to interoperate with a growing List of Zep Compatible PV modules that incorporate the patented Zep Groove de5ZS ignedforle use witharh ware is Compaedfer use with Zep meArraysk ntaanaa[es easel on row msr:maeo Inaprawainpaale,n moh at menamortha rvaRar. frame specification.Utilizing quarter-turn,rock-in,and drop-in con- compatible'"Pv modules from nections,ZS tile eliminates the need for rails and separate grounding Leading Fair module Manufacturers. Broundzep hardware while offering a superior aesthetic approach. Visit zepsolaccom for a current list of Zep Compatible'PV modules. kk wr (. The Ground Zep provides a point efconnection between the Pvanayanothe equipmentgroundinguoaouatm.one Ground {f, 2epl5raqu,,,dforevery72PVmadules.ULand ETLl t,dtp ULCG],ULlamdta UL'PP4 F Key System Benefits Key Technical Features Our Other Product Families Universal Box Bracket AC/DC Cable Clip Replacement Tile Dramatically reduces installation Low system weight . ZS Aero time for lour-slope&flat roofs Ali 1 Easily enables additional support . ZS Comp- 0, Eliminated mounting rails and clip at array edgesfor high wind for composition shingle roofs hardware applications . - ZS Seam - 72!�Jiati 4W Eliminates separate grounding for standing seam metal roofs hardware Interlock ETL listed to UL1703 as _ ➢ Unvers la a k tatmws apieattaanment of Cries int i p Groove for wtm-CAt and easy The Repl nt The pm a meansoHtashed ground bond means . ZS Span I trelb s he the module front,. management of PV voting and harshTi cables. attachment for ZS Tile intonations, for rail-ha led a pit lications -- ---- ""-- - ---- -- - - - -- Rapid,top-accessibleprecision Array Skirt Cap Set Tools array leveling Ground Zep UL and El L listed to UL . ZS Trap- 467 as grounding and bonding device for trapezoidal metal roofs Ultra-retiable hyper-banded ZS Wave" grounding matrix Interlock,Leveling Foot,and Ground , for corrugated roofs i Zep Listed to UL2703 as PV bonding - Ultra-low parts count device The Array Skin can set proneaservestbeaccover for stretcher 4factionl1tricIr RatToo ...termodute Enhanced aesthetics theaxposeoendof the array skbrnatlaot Arroreod rommal, aWminam each snt,UmCSwith two Sk,rt aeps. enr�, +e� ��� Tma rum 1 f a vtv sl y r o t 11Si 1 p1 li a n n votl ll n vote....lnorm tenor emvnro hoeororry oaunf meeomnaer. �� LISTED s tl uln p n _shed mrnsh v 1 n ices r re i themar,m , ocnr sr saeesoNlor omen° vei the mM1oAUy feli paremn he nuzSincia rmirmel ohea '.row Piece,ChAvom.lmo]Rzaro Sol t 1eUs hell 11592UN uA Page 1of2 gteptBl nns.uzamrikwmr, 11,LampNle re"i25,mnnlen Page 2of2 SolarCity Standard Box 4J The SolarCity Standard Box 4J is a • Manufactured to meet UL 1741 Standards. 4-String unfused Junction Box.The box . Non-Metallic,Corrosion Resistant NEMA 4X Enclosure. is highly configurable and adaptable using the(4)jumper blocks included in . Factory-Installed Cordgrip Enhances Installation Speed. each box.A factory installed cordgrip • Break-Thru Skinned-Over Glands on Cordgrip Provide enhances installer productivity. Weathertight seal for All Configurations. • Easily Configurable Terminal Blocks Permit Adaptation to Site-Specific Stringing Needs. Technical Data / Specifications Voltage Rating[VDC] :6o0V Maximum DC Current[A]:57A ® ® . Maximum Continuous Current[A]:42A Maximum Voltage[VDC]:600V Wire Size Range[AWG]:#6 to#14 I�- Enclosure Rating: NEMA 4X y y Operating Temperature Range C 40 to 50 Typical Overall Dimensions[in]:8"x6"x4" SolarCity. October2013