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PMT14-00931 I City of Menifee Permit No.: PMT14-00931 29714 HAUN RD. GCi MENIFEE, CA 92586 Type: Residential Electrical MENIFEE Date Issued: 05/01/2014 PERMIT Site Address: 31870 HALEBLIAN RD, MENIFEE, CA Parcel Number: 372-460-004 92584 Construction Cost: $11,050.00 Existing Use: Proposed Use: Description of INSTALL RESIDENTIAL ROOF MOUNTED SOLAR PV SYSTEM 20 PANELS 1 INVERTER 5KW Work: Owner Contractor JOSHUA HESTEHAVE SOLARCITY CORPORATION 31870 HALEBALIN RD 3055 CLEARVIEW WAY MENIFEE, CA 92584 SAN MATED, CA 94402 Applicant Phone: 6509635630 BEVERLY MILLER License Number: 888104 SOLARCITY CORPORATION 3055 CLEARVIEW WAY SAN MATEO, CA 94402 Fee Description City Amount($1 i6@W Resi enfl l r ' ail 0 m e[tal� r a 2 0 us - �.. .:,v� 'S.a iu'w•"'&aa `wau'.'�...�ab' t'� � '� x�.: Building Permit Issuance 1 27.00 :Ad I ltb'n Pla` I�eu'e`wil ctric I A`tTM f'' 129 "'� ate' scsuti�$4sin;.u#,uv.atrorm-. Dui,�a�. :�`✓".,.�3uswa.a�U�..,,ra.,h�&.45,df saa '1,i �a..�.,#�'1� 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_Templale.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 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 leginfo ca goy/calaw html. permit is issued.My workers'compensation insurance carrier and policy number are: Property caner or uthorized 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($1OD)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, AYES OCCUPANT HANDLE A HAZARDOUS MATERIAL OR A 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 AYES 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 ❑YES 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 I HAVE READ THE HAZARDOUS MATERIAL provisions of the Contractor's State License Law (Chapter 9 (commencing with 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 ($500).) CODE, SECTION HAZARDOUS ON 25505RIAL I E 5533 G AND 25534 CONCERNING ❑ 1, as owner of the property, or my employees with wages as their sole compensation, will do ( )all of or( )porting of the work, and the structure is PROPERTY OWNER ORAUTHORIZED AGENT not intended or offered for sale.(Section 7044,Business and Professions Code; The Contractor's State License Law does not apply to an owner of a property X who, through employees' or personal effort, builds or improves the property, provided that the improvements are not intended or offered for sale.If,however, the building or improvement is sold within one year of completion,the Owner- Builder will have the burden of proving that it was not built or improved for the purpose of sale). CITY Y OF M El®] FEE PLCK No: 29714 Haun Road Date: `1 Date: I 3I Menifee, CA 92586 c l J57 Phone: (951)672-6777 Amount: Amo nt: Fax:(951)679-3843 Ck#: Ck#: S V1 SA Building Combination Permit G1 5D-- To Be Completed By Applicant Legal Description: , 'f Planning Case: F: L: Rt: R Property Address: 1 :r870 Assessor's Parcel Number.Haleblain Rd Projectrrenant Name: Unit#: Floor#: Name: Phone No. Fax No. Property A r nit Number Zip Co Owner `� ��10 Haleblain Rd. U P 92e584 Email Address: Name: Phone No. Fax No. Beverly Miller 51-291-8703 Applicant Address: Unit Number Zip Code same as contractor p Email Address: ;I G.� Name: Phone No. Fax No. 650-638-1028 Contractor Address: City State Zip Code 3055 Cle Ziew WaSn In ontractor s dy usmess icense o. Con tRAtpr; RY State of California License No. Classification: Number of Squares: LS I 4 Square Footage 270 Description of Work: Cost of Work:$ inverterrlR for PV 5 KW Applicant's Signature Date: /(r To 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) ❑ Plot/Site Plan ❑ Roof Plan ❑ Mechanical Plan ❑ Title 24 Energy(on 8 x 11) ❑ Structural Calculations ❑ Foundation Plan ❑ Cross Section ❑ Plumbing Plan ❑ Single Line diagram for elec.services over 400AMP ❑ Floor Plan ❑ Structural Framing Plan&Details ❑ ShoringPlan ❑ Sound Report-Residential Class Code: Indicate New Construction Alteration• Addition' Means/Methods Work Type: Repair" Ll Retrofit' Revision to Existing 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.Haz.Zone At Project Spdnklered YES or NO Completion: Construction that apply: Coastal Zone 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 Elec.Vehicle Charger Landmark Seismic Retrofit Special Case:Bldg. Official Approval Expedite Project(s): Child Care City Project Green Building Landmark Affordable dousing For Staff Use Only Building/Safety Permit Specialist City Planning I Civil Engineering I EPWM-Admin I Transpodation Mgmt. 1 Rent Control THANK YOU FOR HELPING US CREATE A BETTER COMMUNITY OV-Ess/ �^ Version #34.3 SolarCity oQ boo F. oV'�11�.A��/^l 3055 Clearview Way, San Mateo, CA 94402 (888)-SOL-CITY (765-2489) 1 www.sotarcity.corn U m t ¢ ,� r� m A P�1 April 22, 2014 J N 1` G * Project/Job #9252788 fC NQ Sp RE: COVER LETTER gTF��civiL Project: Hestehave Residence 31870 Haleblain Rd p�p� Menifee, CA 92584 Digitally signed by Abe De Vera To Whom It May Concern, Date:2014.04.23 06:34:51 -Q�i Q A jobsite survey of the existing framing system was performed by a site survey team from SolarCity. Structur�a�review was baseed 'S)(40 VQ� site observations and the design criteria listed below: a�'b'g 00� g� Design Criteria: xPPQt fat N"A a�aa0c� tava 20(s a -Applicable Codes= 2013 CBC,ASCE 7-10,and 2012 NOS apQ o\" '1 ���ca taQ teg - Risk Category = II °P -Wind Speed = 110 mph, Exposure Category C 1° -Ground/Roof Snow Load = 0 psf -All MPs: Roof DL = 14 psf, Roof LL= 19 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. City f: Safety Dept. Please contact me with any questions or concerns regarding this project. Building Sincerely, APR 2 4 2014 Abe De Vera, P.E. Received Civil Engineer Main: 888,765.2489,x7526 email: adevera@solarcity.com 3055 Clearview Way San Mateo. CA 94402 T(650)638-1028 (888) SOL-CITY v(650) .. Y Hestehave,Joshua Based • Y2012 31870 ASCE Y Category:Menifee, CA Risk 92584 Upgrades Req'd?' No . . -117.158065 Stamp Peq'd?l Yes Designer: Abe D• O. Abe D. _YtarRG �r t .f. C Y:, t.. � • „�Yy„i`r.q n _ _'�= "a " .nor, 1J ) YyeK. IC6 :4Z ��- w I+l j �nlq�C,Y,>,i �� � � ^r. � ��0��� I •=.WSJ r� .� f+�v-k�J`� w� ` ^+ ,r`Y"+'�\ =�`,'� •;�`' �Lt:•�'Ca "O'.. ,\ i __ii.�* ::,f�� / l� ram{ ;►i 4i1�Ni.,..1+N r+. s���•j�«:.i�t,:�j _JW Fw� gi11�+11L'4 - (1. l c.- / . 1 �a r A !D GOO a data (D20 ;4 Goo le Ima e (D- Tt o e 5-59 -Farm Service A enc SEISMIC CONSIDERATIONS Seismic Design Criteria (per USGS r" .4 Seismic Design Code ASCE 7-10 Latitude 117.158Longitude -117.1581 SRA at Short Period Ss 1.501 SRA at is Period S, 0.600 Soil Site Class D IBSeismic Desi n Cate o SDC D Seismic Check Required(Ss>_0.4 &SDC >_ D)? Yes IB Ittpt Ot a ALTERATION LATERAL DESIGN 10% EXCEPTION CHECK �edt0 de� ateol`�r soothe fans ast'oekeQ plo�eav m Weight of Proposed PV System Area Dead Load Wei ht PV System Weight 346 sf 3 psf 1 039 Ibs Total Weight of PV System W PV 1,039 Ibs Weight of Roof on Existing Building Sum Area of MPs with PV 1213 sf Portion of Roof Weight Area Dead Load Weight Roof 1213 sf 14.0 psf 16,979 Ibs Ceiling 1,213 sf 6.0 psf 7,277 Ibs Interior Walls (Top Half) 557 sf 6.0 psf 3 343 Ibs Exterior Walls(Top Hal 557 sf 18.0 psf 10,030 Ibs Net Weight of Roof Under PV W exist 37,629 Ibs Check % Increase of Roof Weight / Seismic Shear Load Increase of DCR of Lateral 2.8% IBC Sect. Force Resistin S stem W(Pv1/Wle11SrI Increase Seismic Shear Load < 10% -> OK 3404.4 Note: Seismic base shear is directly proportional to roof weight. LOAD ITEMIZATION - ALL MPS PV System Load { PV Module Weight(psf) .5 psf 0.5 Hardware AssemblyWeight s sf 3.0 PV System Weight s sf Roof D ad Load Material Load Roof Cat ory Description ALL MPS Roofing Type Spanish Tile Roof 10.0 psf Re-Roof to 1 Laver of Comp? No UnderlaQment Roofing Paper 0.5 psf Plywood Sheathing Yes 1.5 psf Board Sheathing None Rafter Size and Spacing 2 x 4 @ 24 in. O.C. 0.7 psf Vaulted Ceiling No Miscellaneous Miscellaneous Items 1.3 sf Total Roof Dead Load 14 psf ALL MPS 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 5/12 Tributary Area Reduction Rl 1 Section 4.8 Sloped Roof Reduction Rz 0.95 Section 4.8 Reduced Roof Live Load Lr = R Rz Equation 4.8-1 Reduced Roof Live Load Lr 19 psf ALL MPS 19.0 sf COMPANY PROJECT ® WoodWo,rks ' vmuaur rux r eron nuwn Apr. 22, 2014 21:00 MP1.wwb Design Check Calculation Sheet WoodWorks Sizer 10.1 Loads: Load Type Distribution Pat- Location [ft] Magnitude Unit tern Start End Start End Loadl Dead Full Area No 14.00 (24 .0) * psf Load2 Roof live Partial Area Yes 0.00 2.67 19.00 (24.0) * psf Load3 Roof live Partial Area Yes 14.50 18. 08 19.00 (24.0) * psf Load4 Dead Partial Area No 2 .67 14.50 9.00 (24.0) * psf *Tributary Width (in) t: Maximum Reactions (lbs), Bearing Capacities (Ibs) and Bearing Lengths (in) 20'-2" e 0' 1'-8" 8'-2" 164' 18'-l" Unfactored: Dead 172 380 243 1 Roof Live 107 6 94 49 Factored: Uplift 3 Total 279 385 336 50 Bearing: F'theta 697 697 697 697 Capacity Joist 4053 4053 4053 1830 Supports 4101 4101 4101 - Anal/Des Joist 0.07 - 0.10 0.08 0.03 Support 0. 07 0.09 0.08 - Load comb #13 #8 #is #12 Length 3 .50 3 .50 3 .50 1.75 Min req'd 0.50* 0.50* 0.50* 0.50* Cb 1.11 1.11 1.11 1.00 Cb min 1.75 1.75 1.75 1.00 Cb support 1.25 1.25 1.25 - Fcp sup 1 625 625 625 - *Minimum bearing length setting used: 1/2"for end supports Bearing for wall supports is perpendicular-to-grain bearing on top plate. No stud design included. MP1 Lumber-soft, D.Fir-L, No.2, 2x4(1-1/2"x3-1/2") Supports: 1,2,3 - Lumber Stud Wall, D.Fir-L Stud; 4- Hanger, Roof joist spaced at 24.0"c/c; Total length: 20'-2.0'; Pitch: 5.5/12; 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 WoodWorks®Sizer 10.1 Page 2 Analysis vs. Allowable Stress (psi) and Deflection (in) using NDS 2012 : criterion Analysis Value Desi n Value Analysis/Design Shear fv = 45 Fv' = 162 fv/Fv' = 0.28 Bending(+) fb = 500 Fb' = 1397 fb/Fb' = 0.36 Bending(-) fb = 955 Fb' = 1344 fb/Fb' = 0.71 Deflection: terior Live 0.01 = <L/999 0.48 = L/180 0.02 �M Total 0.11 = L/781 0.72 = L/120 0.15 �0arlt il. Total -0.09 = <L/247 0.37 = L/60 0.24 Additional Data: FACTORS: F/E(psi)CD CM Ct CL CF Cfu Cr Cfrt Ci Cn LC# Fv' 180 0 .90 1.00 1.00 - - - - 1.00 1.00 1.00 1 Fb'+ 900 0.90 1.00 1.00 1.000 1.500 1.00 1.15 1.00 1.00 - 1 Fb' - 900 0.90 1.00 1.00 0.962 1.500 1.00 1.15 1.00 1.00 - I 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 #1 = D only, V = 176, V design = 158 lbs Bending(+) : LC #1 = D only, M = 128 lbs-ft Bending(-) : LC #1 = D only, M = 244 lbs-ft Deflection: LC #7 = (live) LC #12 = (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 = 1.00 (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 [CC 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. COMPANY PROJECT fi WoodWorks SOFFWLRFFOR WOOD RBIF,N Apr. 22, 201421:03 MP2.wwb Design Check Calculation Sheet WoodWorks Sizer 10.1 Loads: Load Type Distribution Pat- Location [ft] Magnitude Unit tern Start End Start End Load1 Dead Full Area No 14 . 00 (24 . 0) * of - Load2 Roof live Partial Area Yes 0. 00 9 .33 19 . 00 (24 . 0) * psf Load3 Roof live Partial Area Yes 15.25 18 .25 19 . 00 (24 . 0) * psf Load4 Dead Partial Area No 9.33 15.25 9 . 00 (24 .0) * sf *Tributary Width (in) Maximum Reactions (lbs), Bearing Capacities (lbs) and Bearing Lengths (in) 20'-2.811 0' 1'-811 6'-2" 12'-111 18, Unfactored: Dead 115 166 306 92 Roof Live 154 202 71 86 Factored: Total 269 368 377 179 Bearing: F'theta 697 697 697 697 Capacity Joist 4053 4053 4053 3661 Supports 4101 4101. 4101 4101 Anal/Des Joist 0.07 0.09 0.09 0.05 Support 0.07 0 . 09 0.09 0.04 Load comb #13 #8 #15 412 Length 3 .50 3 .50 3 .S0 3 .50 Min req'd 0 .50* 0.50* 0 .50* 0.50* Cb 1.11 1. 11 1.11 1. 00 Cb min - 1.75 1. 75 1.75 1..00 Cb support 1.25 1.25 1.25 1.25 Fcp sup 1 1 625 1 625 625 625 *Minimum bearing length setting used: 1/2" for end supports Bearing for wall supports is perpendicular-to-grain bearing on top plate. No stud design included. MP2 Lumber-soft, D.Fir-L, No.2, 2x4 (1-1/2"x3-1/2") Supports: All - Lumber Stud Wall, D.Fir-L Stud Roof joist spaced at 24.0" c/c; Total length: 20'-2.8'; Pitch: 5.5/12; 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] 71 WOodWorks(R) Slzer SOFTWARE FOR WOOD DESIGN MP2.wwb Woodworks®Sizer 10.1 Page 2 Analysis vs. Allowable Stress (psi) and Deflection (in) using NDS 2012 : Criterion=AnalysisDesign Value Analysis/Design ShearFv' = 180 fv/Fv' = 0.26 Bending(+) Fb' = 1552 fb/Fb' = 0 .45 Bending(-) Fb' = 1500 fb/Fb' = 0.60 Deflection: Interior L 0 .43 = L/180 0.12 Total 0.13 = L/601 0.65 = L/120 0.20 Cantil. Live 0.05 = L/418 0.24 = L/90 0.22 Total 0 .06 = L/362 0.37 = L/60 0 .17 Additional Data: FACTORS: FIE(psi)CD CM Ct CL CF Cfu Cr Cfrt Ci Cn LC# Fv' 180 1.00 1.00 1. 00 - - - - 1.00 1.00 1.00 14 Fb'+ 900 1 .00 1.00 1.00 1. 000 1.500 1.00 1.15 1.00 1.00 - 12 Fb' - 900 1. 00 1. 00 1.00 0.966 1.500 1.00 1.15 1.00 1.00 - 15 Fcp' 625 - 1.00 1.00 - - - - 1.00 1.00 - - E' 1.6 million 1.00 1.00 - - - - 1.00 1.00 - 7 Emin' 0.58 million 1.00 1. 00 - - - - 1.00 1.00 - 7 CRITICAL LOAD COMBINATIONS: Shear : LC 414 = D+Lr (pattern: LL) , V = 182, V design = 164 lbs Bending(+) : LC 412 = D+Lr (pattern: L_L) , M = 177 lbs-ft Bending(-) : LC #15 = D+Lr (pattern: L_LL) , M = 231 lbs-ft Deflection: LC 47 = (live) LC 412 = (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 = 1.00 (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. CALCULATION OF DESIGN WIND LOADS - ALL MPS Mounting Plane Information Roofing Material Spanish Tile Roof PV System Type Solar0ty SleekMountT Spanning Vents No Standoff Attachment Hardware Mi h Hook HDG ST Roof Slope 240 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 Span Standing Seam Spacing SM Seam Only NA Wind Desi n 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 Wind Pressure Exposure K, 0.95 Table 30.3-1 Topographic Factor Ke 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) (VA2) Equation 30.3-1 24.9 psf Wind Pressure Ext. Pressure Coefficient U GC -0.88 Fig.3o.4-zA/B/c-sA/B Ext. Pressure Coefficient Down G 0.45 Fig.30.4-2A/B/C-SA/B Design Wind Pressure P p = qh(G ) E nation 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 12" 52" Max Allowable Cantilever Landscape 24" 24" Standoff Configuration Landsca a Not-Staggered Max Standoff Tributary Area Trib 26 sf PV Assembly Dead Load W-PV 3 psf Net Wind Uplift at Standoff T-actual -297 Ibs Uplift Capacity of Standoff T-allow 350 Ibs Standoff Demand Ca aci DCR 85.0% X-Direction Y-Direction Max Allowable Standoff Spacing Portrait 48" 52" Max Allowable Cantilever Portrait 19" 24" Standoff Configuration Portrait Not-Staggered Max Standoff Tributary Area Trib 17 sf PV Assembly Dead Load W-PV 3 psf Net Wind Uplift at Standoff T-actual -198 Ibs Uplift Capacity of Standoff T-allow 350 Ibs Standoff Demand/Capacity DCR 56.7% 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, CONIC 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 ENVIRONMENT. .1.2 THROUGH 605.11.1.4 REQUIRE M�N HDG HOT DIPPED GALVANIZED COMPLY WITH ART. 250.97, 250.92(B) SHALL HAVE ALL LETTERS CAPITALIZED WITH A P�� I I CURRENT 5. DC CONDUCTORS EITHER DO NOT ENTER jQ Imp CURRENT AT MAX POWER BUILDING OR ARE RUN IN METALLIC RACEWAYS OR MINIMUM HEIGHT OF 3/8 INCH (9.5 MM �� ON RED BACKGROUND. Isc SHORT CIRCUIT CURRENT ENCLOSURES TO THE FIRST ACCESSIBLE DC -^� Q�F� 605.11.1.2 MARKING CONQT�ENNTT n1 M OS (� kVA KILOVOLT AMPERE DISCONNECTING MEANS PER ART. 690.31(E). THE MARKING G AL LTAICPO �i E ��N kW KILOWATT 6. ALL WIRES SHALL BE PROVIDED WITH STRAIN F LBW LOAD BEARING WALL RELIEF AT ALL ENTRY INTO BOXES AS REQUIRED BY 1� Y YS� MIN MINIMUM ILL LISTING. SOURCE." Q,v �Q (N) NEW 7. MODULE FRAMES SHALL BE GROUNDED AT THE 605.11.1.3 MAIN SERVICE D SC THE MARKING SHALL BE PLAN ADJACENT TO °e0 e°t °� NEUT NEUTRAL UL—LISTED LOCATION PROVIDED BY THE THE MAIN SERVICE DISCONNECT IN A LO �� ea<o �0 Vent NTS NOT TO SCALE MANUFACTURER USING UL LISTED GROUNDING CLEARLY VISIBLE FROM THE LOCATI OWTHE e°0 �° tbete� t°° OC ON CENTER HARDWARE. °tb sot \a°s v DISCONNECT IS OPERATED. VG ,d �sp4 PL PROPERTY LINE 8. MODULE FRAMES, RAIL, AND POSTS SHALL BE G. ssb c°� <�edp POI POINT OF INTERCONNECTION BONDED WITH EQUIPMENT GROUND CONDUCTORS AND MARKING 4SHALL¶BEN PLACED OF RON INTERIOR A theseP\ati�o° set°tape PV PHOTOVOLTAIC GROUNDED AT THE MAIN ELECTRIC PANEL. ota _ SCH SCHEDULE 9. THE DC GROUNDING ELECTRODE CONDUCTOR EXTERIOR DC CONDUIT, RACEWAYS, �d �ry�� �\°a0ces SS STAINLESS STEEL SHALL BE SIZED ACCORDING TO ART. 250.166(B) & AND CABLE ASSEMBLIES EVERY 10 FIE onsa �e�� STC STANDARD TESTING CONDITIONS 69D,47, MM), WITHIN 1 FOOT (305 MM) OF TUf �S,Q�_ �°00p TYP TYPICAL BENDS AND WITHIN 1 FOOT (305 MM) A9� eAV UPS UNINTERRUPTIBLE POWER SUPPLY BELOW PENETRATIONS OF ROOF/CEILING °b V VOLT ASSEMBLIES, WALLS OR BARRIERS. Vmp VOLTAGE AT MAX POWER W` WATT GE AT OPEN CIRCUIT VICINITY MAP INDEX 3R NEMA 3R, RAINTIGHT PVi COVER SHEET t PV2 SITE PLAN • i PV3 STRUCTURAL VIEWS PV4 UPLIFT CALCULATIONS LICENSE GENERAL NOTES Pvs THREE LINE DIAGRAM " q- h PV6 ELECTRICAL CALCULATIONS 1. THIS SYSTEM IS GRID—INTERIIED VIA A Y'' X Cutsheets Attach d CA Menifee C 108104 UL—LISTED POWER—CONDITIONING INVERTER. '' ♦ Building &t Safety Dept. 2. THIS SYSTEM HAS NO BATTERIES, NO UPS. 17 BenLo 3. SOLAR MOUNTING FRAMES ARE TO BE GROUNDED. APR 2 4 2014 a 4. ALL WORK TO BE DONE TO THE 2013 MODULE GROUNDING METHOD: ZEP SOLAR CALIFORNIA BUILDING CODE AND THE 2013 Rpneivatj CALIFORNIA RESIDENTIAL CODE. REV BY DATE COMMENTS AHJ: Menifee 5. ALL ELECTRICAL WORK SHALL COMPLY WITH THE 2011 NATIONAL ELECTRIC CODE AS AMENDED BY REV A NAME DATE COMMENTS - - - THE 2013 CALIFORNIA ELECTRIC CODE. UTILITY: Southern California Edison CONFlDENHAL— THE INFORMATION HEREIN JOB NUMBER PREMISE OWNER: DESCRIPTION: DESIGN: JB-9252788 00 HESTEHAVE, JOSHUA HESTEHAVE RESIDENCE Jaime Pinion ';;,So�arCit . CONTAINED SHALL NOT BE USED FOR 1HE '."U BENEFIT OF ANYONE EXCEPT SOLARgtt INC., MOUNTING SYSTEM: NOR SHALL IT BE DISCLOSED IN WHOLE OR IN ZEP Mighty Hook 31870 HALEBLAIN RD 5 KW PV Array PART TO OTHERS OUTSIDE THE RECIPIENTS ORGANIZATION, EXCEPT IN CONNECTION PATH MODULES MENIFEE, CA 92584 THE SALE AND USE OF THE RESPECIIVE (20) CANADIAN SOLAR # CS6P-250PX r" 3D55 CIwrAew way SOARCITY EQUIPMENT, WITHOUT THE WRITTEN INVERTER: PAGE NAME SHEET: REV. DATE T:(B50)Sw Matm F:(65D) 638-1028 PERMISSION OF SOLARCItt INC. POWER—ONE AURORA PVI-4.2—OUTD—S—US—Z—A (951) 640-4454 COVER SHEET PV 1 4/22/2014 (BBB)—SOL-CITY(765-2489) www.wdarcty.aam Ben Liu PITCH: 24 ARRAY PITCH:24 cD qt" o MPl AZIMUTH: Low ARRAY AZIMUTH: 2 S v � MATERIAL: Low Profile W-Tile STORY: 2 Stories oU PITCH: 24 ARRAY PITCH:24 AC MP2 AZIMUTH:270 ARRAY AZIMUTH: 270 OMATERIAL: Low Profile W-Tile STORY: 2 Stories �SSIONq Inv ; l r C I— _ 3_Fire Setback 'R!1'00 F a N ,1,2 2 M STAMPED AND SIGNED $ ' (E) DRIVEN/AY, * FOR STRUCTURAL ONLY g0 C -^ <P6/�12 o n Digitally signed by Abe De Vera B Date:2014.04.23 06:35:53 LEGEND-07'00' \ O \ 0 (E) UTILITY METER & WARNING LABEL \\ 00 I INVERTER W/ INTEGRATED DC DISCO & WARNING LABELS Front Of House \ \ I © DC DISCONNECT & WARNING LABELS \ I ►' \\ © AC DISCONNECT & WARNING LABELS 41 \\ Q DC JUNCTION/COMBINER BOX & LABELS —0— '� Q DISTRIBUTION PANEL & LABELS c 0- - / EG LOAD CENTER & WARNING LABELS / 0 0 0 0 o O DEDICATED PV SYSTEM METER ° 0 O STANDOFF LOCATIONS / v CONDUIT RUN ON EXTERIOR CONDUIT RUN ON INTERIOR O o o � o o GATE/FENCE 0 0 O HEAT PRODUCING VENTS ARE RED INTERIOR EQUIPMENT IS DASHED L_/J S A TOTAL ARRAY AREA (SF): 353 SITE PLAN N V8"1 =Scale: / a TOTAL ROOF AREA (SF): 2817 w E a TOTAL ARRAY AREA IS N 12.55 0 1' 8' 16' S PERCENT OF TOTAL ROOF AREA CON THE INFORMATION HEREIN JOB NUMBER: JB-9252788 00 PREMISE OWNER: DESCRIPTION: DESIGN: �'`�p, CONTTAINEDAINED AE A SHALL NOT BE USED FOR THE HESTEHAVE, JOSHUA HESTEHAVE RESIDENCE Jaime Pinion " SolarCity. BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: A',,"``, NOR SHALL IT BE DISCLOSED IN WHOLE OR IN ZEP Mighty Hook 31870 HALEBLAIN RD 5 KW PV Array PART TO OTHERS OUTSIDE THE RECIPIENYS MaoDlEs: MENIFEE, CA 92584 ORGANIZATION, EXCEPT IN CONNECTION PATH MODULES: Clearvkw Way THE SALE AND USE OF THE RESPECTIVE (20) CANADIAN SOLAR # CS6P-250PX PACE NAME: SHEET REV.: DAIS Son Maim CA 94402 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN NVMIM T:(650)630-1028 F:(650)638-1029 PERMISSION OF SOLARCITY INC. POWER—ONE AURORA PVI-4.2-OUTD-S-US-Z-A (951) 640-4454 SITE PLAN PV 2 4/22/2014 (BBB)-SOL-an(765-2489)wwwsalamilycan Liu CD si —8" —6" T-2" 2'-9" —8" 4'-6" (E) LBW (E) LBW �„1 SIDE VIEW OF MP1 NTS SIDE VIEW OF MP2 NITS D MPl X-SPACING X-CANTILEVER Y-SPACING Y-CANTILEVER NOTES LANDSCAPE 72" 24" 52" 24" MP2 X-SPACING X-CANTILEVER Y-SPACING Y-CANTILEVER NOTES LANDSCAPE 72" 24" 52" 1 24" PORTRAIT 1 48" 1 19" 52" 24" PORTRAIT 48" 19" 52" 1 24" RAFTER: 2X4 @ 24"OC ROOF AZI 181 PITCH 24 STORIES: 2 ROOF AZI 270 PITCH 24 ARRAY AZT 181 PITCH 24 RAFTER: 2X4 @ 24"OC ARRAY AZI Z70 PITCH 24 STORIES: 2 C.J.: 2X4 @24"OC Low Profile W-Ile C.J.: 2X4 @24"OC Low Profile W-Tile INSTALLATION ORDER ZEP SPANNER BAR LOCATE RAFTER, MARK RAFTER (6) LOCATION, AND REMOVE TILE. �tessl (1) PLACE STANDOFF BASE & DRILL DWI +� PILOT HOLES AT THE RAFTER ��eP OO E O�G�jLC LOCATION. J" DIA BOLT & NUT (1) (2) (7) 2) CLEAN PAPER AROUND PILOT W my ��m HOLE. ZEP SPANNER (3) ; � N 2 2 BAR CLAMP 3) ADJUST STANDOFF TO BATTEN HEIGHT. STANDOFF SEAL PILOT HOLES AND BOTTOM (E) TILE V (4) OF STANDOFF WITH POLYURETHANE 9T�C�Tr' �A�.�FO� (E) ROOF DECKING (5) (4) SEALANT. 5/16" DIA LAG BOLT V Digitally Signed by Abe De Vela (2-1/2" EMBED, MIN) LOWEST MODULE SUBSEQUENT MODULES Date: 2014.04.23 06:36:29 (E) RAFTER 6) NOTCH TILE WEATHERING TO FIT -07'00' STANDOFF AROUND STANDOFF. Scale: 1 1/2" = 1' 7) REINSTALL TILE. CONODENTIAL— THE INFORMATION HERON JCB NUMBFR: PREMISE OWNER: DESCRIPTION: DESIGN: JB-9252788 00 �., CONTAINED SHALL NOT BE USED FOR THE HESTEHAVE, JOSHUA HESTEHAVE RESIDENCE Jaime Pinion _'>.� NORBENERTSHALL LL ANYONE EXCEPT IN WHOLE INC., MOUNTING fight: "�SolarCity. NOR SHALL IT BE DISCLOSED IN WHOLE OR IN ZEP Mighty Hook 31870 HALEBLAIN RD 5 KW PV Array � ��� PART TO OTHERS OUTSIDE THE RECIPIENTS ORGANIZATION, EXCEPT IN CONNECTION NTH Mo9uIEs MENIFEE, CA 92584 THE SALE AND USE OF THE RESPECTIVE (20) CANADIAN SOLAR # CSBP-250PX �� ^"� 3055 GeoNew Way SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN INVERTER: PAGE NAME SHEET: REV.. DATE: San Mateo, CA 94402 PERMISSION OF SOLARCITY INC. 951 640-4454 TI(650)636-1028 F:(650)636-1029 POWER—ONE AURORA PA-4.2—OUTD—S—US—Z—A STRUCTURAL VIEWS PV 3 4/22/2014 (BBB)—SOL—CITY(765-2489)www.eolareny.awn 86n Liu ' UPLIFT CALCULATIONSr SEE SEPARATE PACKET FOR STRUCTURAL CALCULATIONS. J B-9252788 00 PREMISE OWNER: DESCRIPTION: DESIGN: CONFIDENTIAL— THE INFORMATION HEREIN JOB NUMBER: -4NI't C � CONTAINED SHALL NOT BE USED FOR THE HESTEHAVE JOSHUA HESTEHAVE RESIDENCE Jaime Pinon �;"C®�a�Clt�/. BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNRNG SYSTEM: wo.' J 1 �/ NOR SHALL IT BE DISCLOSED IN WHOLE OR IN [POWER—ONE ZEP Mighty Hook 31870 HALEBLAIN RD 5 KW PV Array r.'�,�.+ PART TO OTHERS OUTSIDE THE RECIPIENTS _ 1 .+ J ORGANIZAIION,EXCEPT IN CONNECTION WITH ODULES: MEN FEE, CA 92584 •��www......JJJ /^^� I'�--- 3055 Cleardaw Way THE SALE AND USE OF THE RESPECTIVE (20) CANADIAN SOLAR # CS6P-250PX PAGE NAME: SHEET: - REV: DATE: San Mateo, CA 94402 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN NVERTER: T:(650) 63B-1028 F:(650) 638-1029 PERMISSION OF SOLARCITY INC. AURORA PVI-4.2-OUTD-S-US-Z-A (951) 640-4454 UPLIFT CALCULATIONS PV 4 4/22/2014 (BBB)—SOL—CITY(765-2489) www.solarclty.com GROUND SPECS MAIN PANEL SPECS GENERAL NOTES INVERTER SPECS I MODULE SPECS LICENSE OND (N) #8 GEC TO (E) UFER AT PANEL Panel Number: Inv 1: DC Ungrounded INV 1 —(1)POWER—ONE pp AURORA PVI-4.2—OUTD—S—US—Z—A LABEL: A —(20)CANADIAN SOLAR CS6P-250PX CA # 888104 WITH IRREVERSIBLE CRIMP Meter Number:SCE 22 2011-6 50811 FCI Inverter; Zigbee 420OW, 240V, 96% PV Module; 250H#229.6W PTC, 40mm, Black Frame, MC4, ZEP Enabled C-10 Underground Service Entrance INV 2 Ben Liu Voc: 37.2 Vpmax: 30.1 r o_ INV 3 Isc AND Imp ARE SHOWN IN THE DC STRINGS IDENTIFIER �E 200A MAIN SERVICE PANEL E; 20OA/2P MAIN CIRCUIT BREAKER ADJUST MIN. ACTIVATION VOLTAGES! SolarCity CUTLER—HAMMER CUTLER—HAMMER Inverter 1 IND 20OA/2P Disconnect Disconnect 5 POWER—ONE 4 A 1 — OCt —SET N.ACTIVATION VOL, TO 73V AURORA PVI-4.2—OUTD—S—US—Z—A DG­ IString(s)Of60n MP2 ri (E) LOADS B C — _____ ________ Ecc ______________J zu0v -------- D r— � Dc. I N OG I 3 2 DO NOT ADJUST MIN.ACTIVATION V LTAGE ____ GND _— --------____ _EGCI DC+ OG A I GEC �� OG - pO ____l Saing(s)Of 14 On MP 1- 8 I GND __ EGC _________tl)Condutt ____ __ EGC ___J 25A/2P PV Backfeed Breaker I Kit; 3/r EMT N C`` MAIN BREAKER IS LOCATED AT BOTTOM OF BUS BAR. G ——— EGC/GEC —� PV BACKFEED BREAKER TO BE LOCATED AT OPPOSITE END OF BUS FROM MAIN. HAS THE MAINGEC _—t TL EXISTING MAIN SERVICE PANEL c F TO 120/240V BREAKER LOCATED IN THE R, THEN A PNp SP UTILITY SERVICE i 00 PERCENT OF THEEBU BUSS RATING,ENT 1 0 PERCENT. I � A ISINGLE PHASE � 0� a ec�`�tp1�a Los 6e oteb \a°55°taol004\\vp°s4t,,,60,,411, 3� QSeQ w�pploNa\ a°V��o\atto° S IV\S'Atrj aPP`Uat nsandpla�tiot\• �g aftAcATRP '�Obsete° Voc* = MAX VOC AT MIN TEMP POI (1)SQUARE D /HgAT2020225 fV BACKFEED BREAKER B (1)CUTLER-HAMMER II'DG221URB A (I)SdarCilyy 33 4 STRING JUNCTION BOX Breaker, A 1P-25A 2P-20A 1P, 2 Spaces, Quad Tandem Disconnect; 30A, 24OVac, Non-Fusible, NEMA 3R AC 2x2 SIRMGS, UNFUSED, GROUNDED DC -(1)CUTLER-HAMMER d DGO30NB -(1)ZEP 850-1196-002 Ground eutral Kit; 30A, General Duty(DG) Universal Box Bracket; [PKG B] (1)CUTLER-HAMMER 19 DG321UGB Disconnect; 30A, 24OVac, Non-Fusble, NEMA 1 - (I) MEN /DG03ONB MGround tral it; 30A, General Duty(DG) 1 AWG 110, THWN-2, Black 1 AWG/10, THWN-2, Black Vac* =568.87VDC Isc =8.87 ADC =r'�(2 AWG f10, PV PARE, Black Voc* =243.8 VDC Isc =8.87 ADC O (I)AWG /10, THWM-2, Red O (1)AWG 110, THWN-2, Red Vmp =421.4 VDC Imp=8.3 ADC O knF(1)AWG�, Solid Bare Copper EGC Vmp =180.6 VDC Imp=8.3 ADC (1)AWG 110. THWN-2, White NEUTRAL Vmp =240 VAC Imp=20 AAC (1 AWG/10, THWN-2, Green EGC LL�JJ . . . . . . . . . . . . . . . . . . . . . . .. . . .. . . . . . . . . . . . . . . . 1 AWG #6,.TH.WN-2,,Green , EGC/GEC-(1)Conduit Kit;.3/4'.EMT. . . _ . . . . . . 1 AWG 110, THWN-2, Black Voc* =243.8 VDC Isc =6.87 ADC IIT�(2 AWG/10, PV WIRE, Black Vac* =568.87VDC Isc =8.87 ADC ® (1)AWG 110, THWN-2, Red Vmp =180.6 VDC Imp=8.3 ADC Olt"nF(1)AWG #6, Solid Bare Copper EGC Vmp =421.4 VDC Imp=8.3 ADC (1)AWG /10, THWN72,.Green. EGC ILJI . . . . . .. . .. . . .. . . . . . . . .. . . . . ... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . .. . . . . - . . . . . . . . . . . . . . CONFIDENTIAL- THE INFORMATION HEREIN JOB NUMBER: PREMISE OWMER: DESCRIPTION: DESIGN: JB-9252788 00 -Q CONTAINED SHALL NOT BE USED FOR THE HESTEHAVE, JOSHUA HESTEHAVE RESIDENCE Jaime Pinon �e�T, •y BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSIEM: A,„SolarCi 1 y. NOR SHALL IT BE DISCLOSED IN WHOLE OR IN ZEP Mighty Hook 31870 HALEBLAIN RD 5 KW PV Array ►�� `'^ PART TO OTHERS OUTSIDE THE RECIPIENT'S MrouEs: MENIFEE CA 92584 ORGANIZATION, EXCEPT IN CONNECTION WITH , THE SALE AND USE OF THE RESPECTIVE (20) CANADIAN SOLAR # CS6P-25OPX � �� 3055 Cleo^iew Way SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN PAGE NAME SHEET: REV. DATE: San Mateo, CA 94402 PERMISSION OF SOLARCITY INC. "`�'�° 951 640-4454 PV 5 4 22 2014 �T'(650)638-1028 F:(650)638-1029 POWER—ONE AURORA PVI-4.2—OUTD—S—US—Z—A ) THREE LINE DIAGRAM / / ( )-SOL-CITY(765-2489) www.sWarcit.com Ben Liu ' ELECTRICAL CALCULATIONS j CD I String and 2 Combined Strings [� Module Type: Module Count: Icont=(Amps): Canadian Solar C56P-250PX-BF 20 11.09 Branch Circuit Individual MPPT 1 strings per Branch A 1 strings per Branch B modules per series string 6 modules per series string - String Branch A Branch B Conductor: Conductor: Conductor: _ Icont*1.25=(Amps) 13.86 13.86 13.86 30 deg C ampacity= 40 40 40 PV Wire Size: AWG_10 AWG_10 AWG_10 — Iconl=(Amps) 11.09 13.86 13.86 Start ampacity 40 40 40 4 Temperature derate(%=F) 0.71 0.71 0.71 # • ��� _ Conduit ill derate(%_#) 1 0.8 0.8 Derated ampacity 28.4 22.72 22.72 Icont*1.25=(Amps) 13.86 13.86 13.86 t _ we Ampacity 40 35 35 Inverter Output t Inverter Type: Inverter Count: Total i'�ti•� - Tr. r ■.� Power-One PVI-4.2-S AFCI 1 Icont=(Amps): 20 V / - 0=•.♦ .t 4Wk-, loom*1.25=(Amps) 25 s ssk ,., OCP Size= 25 Conductor 3: AWG_10 Ti Iconl*1.25=(Amps) 25 30 deg C ampacity= 40 Icont=(Amps) 20 Start ampacity 40 _K t 4 Temperature derate(%=F) 0.91 Conduit ill derate(%—M) 1 - A Derated ampacity 36.4 N Icont*1.25=(Amps) 25 iiiit Ampacity 35 �1 ►4'Sfi f� JB-9252788 00 PREMISE OWNER: DESCRIPTION: DESIGN: CONFIDENTIAL— THE INFORMATION HEREIN JOB NUMBDO �x CONTAINED SHALL NOT BE USED FOR THE HESTEHAVE, JOSHUA HESTEHAVE RESIDENCE Jaime Pinon 50�afC�ty. �. . BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: ��$ NOR SHALL IT BE DISCLOSED IN WHOLE OR IN ZEP Mighty Hook 31870 HALEBLAIN RD 5 KW PV Array .,, PART TO OTHERS OUTSIDE THE RECIPIENTS J ORGANIZATION, EXCEPT IN CONNECTION WTH MODULES: MENIFEE, CA 92584 �......_- iz_ aeaf�e.way THE SALE AND USE OF THE RESPECTIVE (20) CANADIAN SOLAR # CS6P-250PX PAGE NAME SHEEP REV DATE: San Mateo,CA 94402 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN INVERTER: T:(650)638-1028 F:(650)638-1029 PERMISSION OF SOLARCITY INC. POWER—ONE AURORA PVI-4.2—OUTD—S—US—Z—A (951) 640-4454 ELECTRICAL CALCULATIONS PV 6 4/22/2014 (8BB)-Sa—CITY(765-2489)w .Warc6y= I, I, I CAUTION POWER TO THIS BUILDING IS ALSO SUPPLIED FROM THE FOLLOWING SOURCES WITH DISCONNECTS LOCATED AS SHOWN: - Address: 31870 Haleblain Rd r------i r—� L_J ---J UTILITY L-----------J SERVICE r INVERTER AND DC DISCONNECT I I I I I I L—J r--------------------- --——� SOLAR PHOTOVOLTAIC ARRA (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 = 20 A CONFIDENTIAL — THE INFORMATION HEREIN JOB NUMBER; PREMISE OMER: DESCRIPTION: DESIGN; JB-9252788 00 >e� CONTAINED SHALL NOT BE USED FOR 111E HESTEHAVE, JOSHUA HESTEHAVE RESIDENCE Jaime Pinon �:`!? 'y BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: S®I��■ IT NOR SHALL IT BE DISCLOSED IN WHOLE OR IN 31870 HALEBLAIN RD '•��� ��rr {. PART TO OTHERS OUTSIDE THE RECIPIENTS ZEP Mighty Hook 5 KW PV Array ��� ORGANIZATION, EXCEPT IN CONNECTION WITH MODULES: MENIFEE, CA 92584 r THE SALE AND USE OF THE RESPECTIVE (20) CANADIAN SOLAR # CS6P-250PX 3055 Cleordew Way SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN INVERTER: PAGE NAME: - SHEET: REV: DATE: San 7:(650) Safi—Mate, CA 94402 638-1029 PERMISSION OF SOLARCITY INC. POWER—ONE AURORA PVT-4.2-0UTD—S—US—Z—A (951) 640-4454 SITE PLAN PLACARD PV 7 4/22/2014 (BEST SOL—CITY(765-2469)www,sdorcity.com Location:Label . WARNING:PHOTOVOLTAIC POWER SOURCE WARNING ' PV SYSTEM Per •'': PerCode: CRC R331.2UTILITY OPERATION ELECTRIC SHOCK HAZARD CEC ,, THE DC CONDUCTORS OF THIS Label Location: PHOTOVOLTAIC SYSTEM ARE • BE PHOTOVOLTAIC DC (INV) MAY BO ENDERGIZED DISCONNECTINVERTERIS Code: UNGROUNDED CEC .•0 .14.C.2 Label Location: WARNING ' Per Code: ELECTRIC SHOCK HAZARD LabelCEC •. • • DO NOT TOUCH TERMINALS 0.17 MAXIMUM POWER-�A TERMINALS ON BOTH LINE AND POINT CURRENT(Imp) Per Code: LOAD SIDES MAY BE ENERGIZED MAXIMUM POWER- CEC •,0.53 IN THE OPEN POSITION POINT VOLTAGE(Vmp) MAXIMUM SYSTEM • VOLTAGE(Voc) •� � SHORT-CIRCUIT . CURRENT(Isc) • • A Label Per WARNING ..- INVERTER OUTPUT CONNECTION Label Location: DO NOT RELOCATE WARNING Per THIS OVERCURRENT DEVICE ••- CEC ELECTRICALSHOCK HAZARD 690 DO NOT TOUCH TERMINALS TERMINALS ON BOTH LINE AND LOAD SIDES MAYBE ENERGIZED IN THE OPEN POSITIONLabel DC VOLTAGE IS PHOTOVOLTAIC POINT OF •• ALWAYS PRESENT WHEN INTERCONNECTIONPer Code: CEC SOLAR MODULES ARE -WARNING: ELECTRIC SHOCK EXPOSED TO SUNLIGHT HAZARD. DO NOT TOUCH ••0 4 690.17 TERMINALS.TERMINALS ON BOTH THE LINE AND LOAD SIDE MAY BE ENERGIZED IN THE OPEN POSITION. FOR SERVICE Label Location: DE-ENERGIZE BOTH SOURCE WARNING Per AND MAIN BREAKER. PV POWER SOURCE Code: MAXIMUM AC ELECTRIC SHOCK HAZARD CEC 690.5(C) OPERATING CURRENT A IFAGROUND FAULT IS INDICATED NORMALLY GROUNDED MAXIMUM AC � � V CONDUCTORS MAY BE OPERATING VOLTAGE UNGROUNDED AND ENERGIZED Label Label Location: AC Per'•• CAUTION (POI) DISCONNECT Per Code: PHOTOVOLTAIC SYSTEM CIRCUIT IS BACKFED CEC 690.64.8.4 Conduit CEC •,014.C2 (CB): Combiner :• (D): Distribution Panel Disconnect (IC): Interior Run Conduit Label Location: Label Location: (INV): Inverter With Integrated DC Disconnect lull tegrated DC DisconnecAXIMUMAC '• CAUTION P• ••• Center OPERATING CURRENT � APer Code: DUALPOWER SOURCE - +•' Meter AC 90 SECOND SOURCE ISCEC OPERATING VOLTAGE � � � � PHOTOVOLTAIC SYSTEM 705.12.D.7 ' • Point of Interconnection 1 1 1• 1 1 1 . 1 11 1• .nu Inmul•.u• wu 1 •1 1'1 •' '1 1 1 T 1 •�1 1 :11'' ,1.• ` 11 1 . Label • ' , O III IIIIII I,II f'il•1,11111,11.111111�I••pllllll • SIC 1 I1111111!. 1 1 1 1 1 SolarCity SleekMountT"" - Tile SolarCity SleekMountT"" - 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 tile 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 of arraytrim and a lower profile all contribute to • Interlock and Ground Zap ETL listed to UL 1703 s. p as"Grounding and Bonding System" seal pilot holes with roofing sealant a more visually appealing system. SleekMount 1 utilizes Zap CompatibleTm modules with •Ground Zap UL and ETL listed to UL 467 as Place tile hook strengthened frames that attach directly to Zap grounding device '- • Install lags pursuant to NDS section 11.1.3 Solar standoffs,effectively reducing the number .Anodized components for corrosion resistance with fender washer \of standoffs required, when compared to Notch underside of tile and reinstall tile conventional rail-based systems. •Applicable for vent spanning functions • Attach Spanner Clamps and tighten finely in place Insert Cam Foot into Spanner Bar and rotate Cam Nut 100 degrees Components Place modules Cam Foot Spanner Bar - . 3/8"Machine Screw and Nut -- Spanner Bar Clamp �' • Tile Hook i • Lag Screw(2) • l • o0 0 "NJ` SoiarCity, USTEU SolarCity® ry January 2013 a �P.e� Janua 2013 0 �Ed�eas,ge CS6P-235/240/245/250/255PX Ne Mf1am ',%r CanadianSolar Electrical Data Black-framed eleak4hlooP. � STC C86P-235P CS6P-240P CS6P-245P C86P-250P csop.2,,px Temperature Characteristics - - I Nominal Maximum Power (Pmax) 235W 240W 245W 250W 255W _ Optimum Operating Voltage(Vmp) 29.8V 29.9V 30.W 30.1V 30.2V Pmax -OA3%/-C NewE' I , , Optimum Operating Current(imp) 7.90A 8.03A 8.17A 8.30A 8.43A emperature Coefficient Voc -0.34%PC Open Circuit Voltage(Voc) 36.9V 37gV 37.1V 37.2V 37.4V Isc 0.065%PC - • e • Short Circuit Current gsc) 8.46A 8.59A 8.74A 8.87A 9AOA Normal Operating Call Temperature 45+:PC Motlule Efficiency td.61% 14.92% 15.23% 15.54% 15.85% Operating Temperature -40-C-t85-C Performance at Low Irradiance • 1 I Maximum System Voltage 1000V(IEC)/600V UL Industry leading performance at low irradiation Maximum Series Fuse Rating 15A environment,+95.5%module efficiency from an Application Classification ClassA Irradiance of 1000W/m'to 200W/m' Power Tolerance 0-+5W (AM 1.5,25-C) Next Generation Solar Module Under Slendard Teal Canditlona lSTC)divadianaapf100aW1m',apactramAM f5sed cellten,setureof25L NewEdge,the next generation module designed for multiple Engineering Drawings NOCT CS6P-235P CS6P-240P C86P-245P CSBP-250P%GS6P-255Px types of mounting systems,offers customers the added Nominal Maximum Power (Press) 170W 174W 178W 181W 185W value of minimal system costs,aesthetic seamless `-- Optimum Operating Voltage(Vmp) 27RV 27.3V 27.4V 21.5V 27.5V appearance,auto groundingand theft resistance. Optim um o peratmg Currant(ImP) 6.27A 8.38A 6.49A fi.80A 6.71A 441 Open Circuit voltage(Voc) 33.9V 34AV 34.1V 34.2V 34.4V The black-framed CS6P-PX is a robust 60 cell solar module Short Circuit Current(Isc) 6.86A 6.96A 7.08A 7.19A 7.29A incorporating the groundbreaking Zap compatible frame. UnEe,NprmmopereangcenTampereiare,loralanoameoo WIeV,spectrumAM 1.5,amblentlempemtur•20c, The specially designed frame allows for rail-free fast wind speed 1 We installation with the industry's most reliable grounding Mechanical Data system.The module uses high efficiency poly-crystalline Cell Type Poly-crystalline 166 x 156mm,2 or 3 Busters Key Features silicon cells laminated with a white back sheet and framed CallAnangement 60(6x10) with black anodized aluminum.The black-framed CS6P-PX Dimensions 1638x982x4Omm(64.5x3a.7xl.57in) • Quick and easy to install - dramatically is the perfect choice for customers who are looking for a high Weight 20.5kg(45.2 Ibs) 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 Best Quality - d-Box IP65,3diodes installation costs in half Cable 4mm'(IEC)/12AWG(UL),1000mm • 235 quality control points in module production Connectors MC4 or MC4 Comparable • Aesthetic seamless appearance - low profile • EL screening to eliminate product defects with auto leveling and alignment • Current binning to improve system performance Standard Packaging(Modules per Pallet)with • Accredited Salt mist resistant Module Pieces percontaineT(40ff.Container) 672pcs(40'HO) • Built-in hyper-bonded grounding system - If it's I-V Curves (GS6P-255PX) mounted,it's grounded Best Warranty Insurance l • Theft resistant hardware • 25 years worldwide coverage - • 100%Warranty term coverage Seo imiA-A • Ultra-low parts count - 3 parts for the mounting • Providing third party bankruptcy rights 3517 and grounding system • Non-cancellable • Industry first comprehensive warranty insurance by Immediate coverage , AM Best rated leading insurance companies in the • Insured by 3 world top insurance companies n-ajar world — — Comprehensive Certificates • Industry leading plus only power tolerance:0-+SW • IEC61215,IEC61730, 1EC61701 ED2,UL1703, ....... t . • Backward compatibility with all standard rooftop and CEC Listed,CE and MCS ltff" ground mounting systems - IS09001:2008:Quality Management System ISO/TS 16949:2009:The automotive quality 'Specifications included in this datashaerare subject to change wueout pnor nmles. • Backed By Our New 10125 Linear Power Warranty management system Plus ou r added 25 year insurance coverage • IS014001:2004:Standards for Environmental About Canadian Solar management system Canadian Solar Inc. is one of the world's largest solar Canadian Solar was founded in Canada In 2001 and was 19" Ad • QC080000 HSPM:The Certification for companies. As a leading vertically-Integrated successfully listed on NASDAQ Exchange (symbol: CSIQ) In tletl Value Fr manufacturer of ingots,wafers,cells,solar modules and November 2006. Canadian Solar has module manufacturing sov. °or Warranty Hazardous Substances Regulations solar systems, Canadian Solar delivers solar power capacity of2.05GW and call manufacturing capacity of11.313W. • OHSAS 18001:2007 International standards for products of uncompromising quality to worldwide sd°'e occupational health and safety customers. Canadian Solar's world class team of ox s 10 is zo zs REACH Compliance professionals works closely with our customers to providethem with solutions forall their solar needs. Ontario - -. West Guelph I •10 year productwarranty on materials and workmanship XV/ \l v z a's •� w�"'`.: ^ •25 year linear power output warranty o �•``` �=Et- www.canadiansolar.com Ewlx.to.i>c....hl a en12 eanetllen Sole,Inc. II TECHNICAL DATA 1 . . • . . • . . '. Nominal Output Power W 300D 3600 33M 38C0 42M Maximum Output Power W 3WO 3300' 330V 3600 41NAY 4011 3300 38M 42V 3000 4900' 4600' Rated Grid ACVoltage V 20B 240 277 208 240 277 209 240 277 208 240 277 ' Inpm Side(DQ Number of Independent MPPT Channels 2 2 2 2 Maximum Usable Power for Each Channel W 20M 3000 3000 3000 Absolute Maximum Voltage(Vmax) V fi00 • Start-Up VOltage(Vstart) V 200(ad).120,350) Full Power MPPTValMge Range V 1%530 120,530 14D530 140-530 • • Operating MPPTVoltage Range V 117xVslart-SROL,90Vi • Maximum Current(Mcmax)for bath MPPT in Parallel A 20 32 32 32 Maximum Usable Current Per Channel A 10 16 16 16 Maximum Short Circuit Current Limit per Channel A 125 20.0 20.0 20.0 Numberof Wire landing Terminals Per Channel 2 pairs Array Wring Termination Terminal block Pressure Clamp AWGI DAWG4 • . • . Outpua Slde LAq • "Au Grid Connection Type 10/2W Split- 10/2W 1021N Split- IO2W 102W Split 10/2W 1012W SPIN- 102w 0/3W 0/3W 073W 0/3W AdjustableVnitage Ran,.(Vmia-Vmax) V 193-228 211-264 24 304 183-228 211-264 24 304 183-228 211-264 24 3(4 183-228 211-264 244-304 Grid Frequenry Hz w Adjustable Grid Frequenry Range Hz 5750.5 . Maximum Current Uacmax) Aws 143 145 12.0 17.2 16.0 l&0 16.0 140 16.0 200 20.0 20.0 Power Factor s0.995 - ThemostcommonreSldentlallnverterlStheldealslzeforanaverage- Total Harmonic Distortion At Rated Power % <2 sized family home. This family of single-phase string inverter God Main,Termination type TermimMIL1.6,Pressureoamp AWG10-AWG4 Protection Davicas complements the typical number of rooftop solar panels,allowing Input home-owners to get the most efficient energy harvesting for the Reverse Polarity Protection yes Over-Voltage Protection Type Vadsto42 for each channel size of the property.This rugged outdoor inverter has been designed PV Army Ground Fault Detection Pre start-up Rise and dynamic GFDI(Requires Floating Parts) as a completely sealed unit to withstand the harshest environmental Output Anti-Islansing Protection Meets❑L 1741AMI 547tequirements COndIIlOnS. External AC OCPD Rating A.w 20 20 15 25 20 20 20 20 20 25 25 25 • Over-Voltage Protection Type Varistog2(in-IJ L,-G) One of the keybenefits of the Uno family of single-phase inverters Etched, YMaximum Effidenry % 96.9 97 97 97 is the dual input section to process two strings with independent CEC Eficienry % 96 MPPT especially useful for rooftop installations with two different operermanre Night rime C Consonsumption area n <o.b orientations lie East and West).The high speed MPPT offers real-time g.. Stand By Consumption wa,ow <e - power tracking and improved energy harvesting. + • CommunicationUser Interface 16 characters x 2 lines UX display Remote Monitoring LxRS4B$nd) AUROPAUNIVERSAL(maj The transformerless operation gives the highest efficiency of up to Wired Local Mordtodng(1xRs4851ncn PVI USR R5485 232(opt.),PVI-DESICIOP(opu 97.0%.The wide eran input volts a makes the inverter suitable to Wireless Local monitoring PM-OE5KTOP(optywlth NI-RAMOMODULE(opLi P 9 g t. Envwnment•I low power installations with reduced string size. Ambient Air Operator,Imperatore Range TCQ -13to+M(-25to+6[Rwith denting above 122(50) .»tact. Ambient Air slongeTemperxture Range 'I'M 40 to 176(-40 to+80) Relative Humidity %RH 0100 condensing Acoustic Noise Emission Level db(A)•1m <50 Maximum Operating Altitude without Derating ft(m) 650(2") Features Mechanical Specifications Enclosurerating NEMA4K Cooling Natural Convection Dlmensions(NxWxD) as(mrr8 33Xx 123 x&70859x 325x 222) • Each inverter is set on specific grid codes which can be selected in the field weight 1473(21.3) • Single phase output In(kg) Shipping Weight Ib(kg) < ( • Dual input sections with independent MPPT,allows optimal energy harvesting from two sub-arrays oriented Mounting System wallll braclan�ket in different directions Trade she Kos:(2eax 1/2')and Conduit Connections' Rea x I-IX,3 places side,front,rear) • Wide input range Side:(2)plugged 3/4-openings,(2)Concentric EKOs 3/4;I' asack(4)ConcentricEKOs 3W I- High speed and precise MPPT algorithm for real time power tracking and improved energy harvesting INCDC switch Ratmg(PerContact) Ar/ 25/600 • Flat efficiency curves ensure high efficiency at all output levels ensuring consistent and stable performance i e Del[� across the entire input voltage and output on Level Trans(osmedess(Floating Array) power range Safety and EMC Standard UL174t CSA-C22.2N.Ica.1-o1,UL1998UL1699B,FCCPaOI50MB • Outdoor NEMA 4X rated enclosure for unrestricted use under any environmental conditions Safety Approval ,Sokn • Warranty Integrated DC disconnect switch in compliance with international Standards(-S Version) standamwarrenty yearn 10 • RS-485 communication interface(for connection to laptop or datalogger) Extendedwarranty years - 15A20 • Compatible with PVI-RADIOMODULE for wireless communication with Aurora PVI-DESKTOP Avalbble Models Standad-Without DCSMich.nd MOn,gox PN-3.DOUTRUS NI-3.6 OUD US FVI-3.8-CAM US PNA2-CanD US • Integrated Arc Fault Detection and Interruption(-A Version) Standard-With DC Switch andWiringliox PM-3b01=S-US PVI-21"IfID-S-US PVI-3.8-MT)-S-US PVI4.2-0UIDS-US With DCSwitch,Wiring box and Arc Fault Detector PV63."UID-SUS-A PN-360UT6SUS­A PVI-3.8-01i S-USA PVI-4.2-OUTD-S USA and Intercepter -All dab is subjen to Unisex without nor. °•'' • 'GWbllity enabled at combat AC orange and with suPocient CC poweranAable 'when equipped war optional CC switch and warg Box ®., DatashaeC ZS Tite Components Datasheat: ZS.Tile Zep So la r Interlock Jr., .,L — \ _ •. _00000 The atervid ekpovid_dnor,Irradiate and east westst clualandgrouttl to UL creating a4ructurallY contiguo shype h tletlarray ln[ertock UL listed to Ul21a3 and EfL listedm UL 1703. Leveung Foot Ia1 enrol laa.7mml �I—F tzSn 12i1n 1 ZS Tile- r:� 2 An 1.ssm lal zmm] for tile roofs a^ L flol emm] a.00in The Leveling Foot provides a means of attachment between the PV array and the mountingsurtace orflaSrdediatachmenl appormirear d allows far easy may height adjustment d25"throw). Array Skirt ixyw ZS Tile'"offers the fastest and least expensive way to install PV Zep Compatible' � m: arrays on tile roofs.It's designed tointeroperate with a growing list of ZS � i hardware is Zep Compatible PVmodules that incorporate the patented ZepGroove designed for use with000*7 Zep The An ay skirt racaitatez easv tmnt-row instanatisn while prgvieinga clean Look at the front sl the PV artay. frame specification.Utilizing quarter-turn, rock-in,and drop-in can- compatibleTM PV modules from nections,ZStile eliminates the need for rails and separate grounding Leading PV module Manufacturers. Ground Zep hardware while offering a superior aesthetic approach. Visit zepsolancom for a current list of Zep Compatible"'PV modules. irizu, w 10 The Ground iep providess painted connectionboxvvro the PVauay antliheegolpmen[gmuntlingcsntludar.ens Ground red isexalted far every 72 TV module'UL sed ETL listed to UL 467 UT sted to UL 2703. Key System Benefits Key Technical Features Our Other Product Families universal Box Bracket ACJDC Cable Clip Replacement Tile Dramatically reduces installation Low system weight ZS Aero time for low-slope&fiat roofs � Easily enables additional support ZS Comp- Eliminated mounting rails and clip at array edges for high wind . . for composition shingle roofs - � T"' iiiiiNo III hardware applications . ZS Seam- tv arts Eliminates separate grounding for standing seam metal roofs Interlock bond listed t0 UL 1703 as The Unive¢axest the module clays into Zep Groove for ultra-fast and easy The Replacement Tire provides talopia means ol flashes hardware ZSS Span- electrical bones to the module name. management or PYwiringane micro-inveotercables. attachment far 25 illeinstallalions. graundhand means p _ for rail-based applications - - -- -- Rapid,top-accessible precision Array Skirt Cap Set Tools array leveling Ground Zep UL and ETL Listed to UL . ZS Trap- 467 as grounding and bonding device for trapezoidal metal roofs Uttra-reliable hyper-bonded ZS Wave- grounding matrix Interlock,Leveling Foot,and Ground , for con'ugated roofs Zep listed to UL 2703 as PV bonding �f Ultra-low parts count device The Artay Skirt Cap Se[pmvitlesanae516e1iccuverf"r Zvoord:4vardim,lead FlatormLiTrinterdeatlule Enhanced aesthetics the evpenadene of thatarsy5ki1.Made of soonest removal. aluminum,eachset comes with two Skirl Caps. �"rs< ei �4 O INS dmLmmtdun mR1eer's.Trvrxi o iev Sea a Aral itiendaan�i@i ha 9martm4nnmry kanAtiNa In Irestowa"rebmin,ared vbyep.obmmN,moalnimmllonetouloul oroaun,enOmmmny. i IISTEO �r� mmonemrwaua,anmm,mrlm.mowaamnnsom�,n,ewnnmmwana,me,nalr Imnvme,alolvrcvoaunw,mv.lnvw,m�erumanamwuelnr i 20thr6oxvur.usymalleroldi Page 1of2 vaimleutw80.S.6bylp0xM,eenemg.USItDaarerum,257pi3ylen Page 2 of 2 1 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]:600V v= -- 0 Maximum DC Current[A]:57A ® S'` 0 Maximum Continuous Current[A]:42A O Maximum Voltage[VDC]:600V Wire Size Range[AWG]:#6 to#14 Enclosure Rating:NEMA 4X operating Temperature Range C 40 to 50 P 9 P 9 [° 1�- 0 Typical Overall Dimensions[in]:8"xe11x4" ��"SolarCity, October2013