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B-2016-1724I CITY OF CUPERTINO BUILDING PERMIT BUILDING ADDRESS: CONTRACTOR: PERMIT NO: B-2016-1724 21691 LOMITA AVE CUPERTINO, CA 95014-5910 (357 17 023) SANTA CRUZ WESTSIDE ELECTRIC INC SANTA CRUZ, CA 95060 I OWNER'S NAME: MAYHEW STEVEN AND JEANETTE I DATE ISSUED: 04/08/2016 1 I OWNER'S PHONE: 650-619-2529 11PHONE NO: (831) 469-8888 LICENSED CONTRACTOR'S DECLARATION License Class C-10 Lie. #$46294 Contractor SANTA CRUZ WESTSIDE ELECTRIC INC Date 04/30/2017 I hereby affirm that I am licensed under the provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business & Professions Code and that my license is in full force and effect. I hereby affirm under penalty of perjury one of the following two declarations: 1. I have and will maintain a certificate of consent to self -insure for Worker's Compensation, as provided for by Section 3700 of the Labor Code, for the C, performance of the work for which this permit is issued. z./ I have and will maintain Worker's Compensation Insurance, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this �-i permit is issued. APPLICANT CERTIFICATION I certify that I have read this application and state that the above information is correct. I agree to comply with all city and county ordinances and state laws relating to building construction, and hereby authorize representatives of this city to enter upon the above mentioned property for inspection purposes. (We) agree to save indemnify and keep harmless the City of Cupertino against liabilities, judgments, costs, and expenses which may accrue against said City in consequence of the granting of this permit. Additionally, the applicant understands and will comply with all non -point source regulations per the Cupertino Municipal Code, Section 9.18. r, / A .1L Signature h'"' �0 /`Tw l Date 4/8/2016 I hereby affirm that I am exempt from the Contractor's License Law for one of the following two reasons: I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale (Sec.7044, Business & Professions Code) 1, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec.7044, Business & Professions Code).. I hereby affirm under penalty of perjury one of the following three declarations: 1. I have and will maintain a Certificate of Consent to self -insure for Worker's Compensation, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. i. I have and will maintain Worker's Compensation Insurance, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. 3. I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the Worker's Compensation laws of California. If, after making this certificate of exemption, I become subject to the Worker's Compensation provisions of the Labor Code, I must forthwith comply with such provisions or this permit shall be deemed revolted. APPLICANT CERTIFICATION I certify that I have read this application and state that the above information is correct. I agree to comply with all city and county ordinances and state laws relating to building construction, and hereby authorize representatives of this city to enter upon the above mentioned property for inspection purposes. (We) agree to save indemnify and keep harmless the City of Cupertino against liabilities, judgments, costs, and expenses which may accrue against said City in consequence of the granting of this permit. Additionally, the applicant understands and will comply with all non -point source regulations per the Cupertino Municipal Code, Section 9.18. Signature. PERMIT INFO: X_ BLDG X ELECT _ PLUMB _ MECH X RESIDENTIAL — COMMERCIAL JOB DESCRIPTION: INSTALL (N) PV SOLAR ARRAY SYSTEM FLUSH -MOUNT DIRECTLY TO THE ROOF - 16 MODULES, 4.28 KW REPLACE (E) MAIN SERVICE PANEL TO 200 AMP (LIKE FOR LIKE) Sq. Ft Floor Area: I Valuation: $16800,00 APN Number: Occupancy Type: 357 17 023 PERMIT EXPIRES IF WORK IS NOT STARTED WITHIN 180 DAYS OF PERMIT ISSUANCE OR 180 DAYS FROM LAST CALLED,INSPECTION. s � Issued by: Alex Vallelunaa I Date: 04/08/2016 ( RE -ROOFS: All roofs shall be inspected prior to any roofing material being installed. If a roof is installed without first obtaining an inspection, I agree to remove all new materials for inspection. Signature ofApplicant:. Date: 4/8/2016 HAZARDOUS MATERIALS DISCLOSURE I have read the hazardous materials requirements under Chapter 6.95 of the California Health & Safety Code, Sections 25505, 25533, and 25534. I will maintain compliance with the Cupertino Municipal Code, Chapter 9.12 and the Health & Safety Code, Section 25532(a) should I store or handle hazardous material. Additionally, should I use equipment or devices which emit hazardous air contaminants as defined by the Bay Area Air Quality Management District I will maintain compliance with the Cupertino Municipal Cod , Chapter 9.12 and the Health & Safety Code, Sections 25505, 25533 nd 25534. 4 Owner or authorized agent: Date: 4/8/2 1 CONSTRUCTION LENDING AGENCY I hereby affirm that there is a construction lending agency for the performance of work's for which this permit is issued (Sec. 3097, Civ C.) Lender's Name Lender's Address ARCHITECT'S DECLARATION I understand my plans shall be used as public records. Licensed Date 4/8/2016 ALTERNATIVE ENERGY PERMIT APPLICATION COMMUNITY DEVELOPM ENT,DEPARTM ENT • BUILDING DIVISION 10300 TORRE AVENUE CUPERTINO, CA 95014-3255 (408) 777-3228 - FAX (408) 777-3333 • buildinaCa.cupertino.ord V.-- q AE PROJECT ADDRESS APN# 357-170-23 OWNER NAME_Steven Mayhew PHONE (650) 619-2529 E-MAIL . STREET ADDRESS 21691 Lomita Avenue CITY, STATE, ZIP Cupertino, Ca 95014 FAX CONTACT NAE Kristi Cassetta PHONE 83,1-226-9363 E-MAIL kcassetta@sandbarsc.com STREET ADDRESSCITY; 2119 Delaware Avenue STATE, ZIP Santa Cruz Ca 95060 FAX 831-515-5098 ❑ OWNER ❑ DWNER-BUILDER ❑ :OWNER AGENT i� CONTRACTOR ❑ CONTRACTORAGENT ❑ ARCHITECT El ENGINEER ❑ DEVELOPER El TENANT CONTRACTOR NAME Sandbar LICENSE NUMBERLICENSE 846294 TYPE C-10 BUS. LIC # ' (§antaYG�ruz Westside Electric Sandbar kcassetta FAX dba sandbarsc.com 831-515-5098 STREET ADDRESS 2119 Delaware Avenue CITY; STATE, ZIP Santa Cruz Ca 95060 PHONE 831-469-8888 ARCHITECT/ENGINEER NAME Sun evit LICENSE NUMBER BUS LIC 9 I°D � �9�j COMPANY NAME EMAIL .. Sam - sholing@sungevity.com . FAX STREET ADDRESS 66 Franklin Street Ste. 310 CITY, STATE, ZIP Oakland CA 94607 PHONE USE OF SFD Or Duplex ❑ Multi -Family IN WILDLAND PROJECT IN STRUCTURE: ❑ COmrrI8rC1aI 7RECT ��cc,, INTERFACEAREA ❑ Yes KSI NO FLOODZONE ❑ Yes ❑ NO IX SOLAR PANELS ❑ ELECTRIC VEHICLE CHARGING STATION El SOLARWATER HEATING ❑ OTHER: FOR SOLAR PANELS: NUMBER OF PANELS JjIt KILOWATTS (CO R Y): TOTAL VALUATION: $16,800 DESCRIPTION OF WORK t Installation of a 4,8kw grid tied photovoltaic solar array roof mount A1,5 2-00 A ` )q-- Z-, - _ RECEIVED BY, By my signature below, I certify to each of followi I am the property owner or authorized agent to act on the property owner's behalf. I ave read this application and the information I have pr id _ is cont. I have read the Description of Work and verify it is accurate. I agree to comply with all applicable local ordinances and state laws relating bu ing o s on. I authorize representatives of Cupertino to enter the above -identified property for inspection purposes. Signature of Applicant/Agent: Date: LEMENTAL INFORMATION REQUIRED oPFJCE usE oNiY . 'O YER1'EiE-Co­uNT'EA ' ❑. EXPRESS C7 - LARGE ._ fir -141AJOR -_ -_.__PVA 2011. doe revised 03/16/11 _aT.. PP_ __. _ ,.x ,et SUnGE610 GENERATE�3VI�TY' a ��'9 ��L y4 jli AG\� C'����fT 6 a . C[� APIR 0 8 201 -5 April 7, 2016 REq ~laE' FOR CODEIE COMPLIANCE Subject: Structural Certification for Installation oUSglar O-nels Job #: 2444359 Client: Mayhew ASSES'j Copy Address: 21691 Lomita Avenue, Cupertino, CA 95014 To Whom It May Concern, A field observation and design check of the`subject property was conducted to determine the suitability of the existing roof st�ruucttu�rg to po,th, i tall; on o , N solar panels. low a, = From the field observation of the property, the existing roof structure was observed as follows: The existing roof structure consists of composition shingles over plywood sheathing that is supported by 2x4 roof rafters spaced at 24" on center at Roof 1, 2x8 roof rafters spaced at 24" on center at Roof 2A and 2x6 roof rafters spaced at 24" on center at Roof 2B. The rafters are sloped at approximately 25 degrees and have a maximum projected horizontal span of 8'-10" at Roof 1, 12'-3" at Roof 2A and 5'-9" at Roof 2B between load bearing walls. Utilizing the information determined from the field observation, the attached structural calculations have been prepared for the subject property in accordance with the following design criteria: • Applicable Codes: 2013 CBC, ASCE 7-10 and 2012 NDS • Basic Wind Speed= 110 mph • Exposure Category = B As a result of the completed field observation and design check, I certify that the capacity of the existing roof structure that directly supports the additional loading due to the installation of solar panel supports and modules has been reviewed and determined to meet or exceed the requirements of the 2013 California Building Code. Please feel free to contact me at (510) 496-4422 with any further questions or concerns regarding this project. oRC��E5S1D� Sincerely, sA' 078151 Janyce Spencer, PE OF CAL% 66 Franklin Street, Suite 310 p 510.496.5500 866.SUN.4ALL Oakland, GA 94607 USA s 510.496:5501 www.sungevityxom sunGEVITY' GENEPATE POSITIV=-- Structural Calculations for the Solar Panel Addition at The Mayhew Residence 21691 Lomita Avenue, Cupertino, CA 95014 078151 IV, CAO April 7, 201 Date Signe 66 Franklin Street, Suite 310 p 610.496.5500 866.SUN.4ALL Oakland, CA 94507 USA f 510.496,5501 -o,.,ww,sungevRy.com M Building Depa,-Lment U APR 0 88 MISS REDAEVVED FOR CODE Coimp!JANCS Reviewed BY: 078151 IV, CAO April 7, 201 Date Signe 66 Franklin Street, Suite 310 p 610.496.5500 866.SUN.4ALL Oakland, CA 94507 USA f 510.496,5501 -o,.,ww,sungevRy.com GRAVITY LOADS Roof Angle 25 degrees i �Rooffive load is not required in areas covered byPVarray) Composition Shingle 4 j 2.4 2.4 Plywood 2 Standoff Trib Width in X -direction (ft) 2 2x6 Nominal Rafters @ 24 in o.c. 1.15 0 Vaulted Ceiling 0 2.7 2.7 Misc. _ 1.85 Standoff Tributary Area (ft2) 5.4 Total Dead Load (psf) = 9.00 X Total Adjusted Dead Load(psf) = 9.93 26 39 Total Live Load (psf) = 20 �Rooffive load is not required in areas covered byPVarray) Photovoltaic System (psf) 2.4 j 2.4 2.4 Standoff Trib Width in X -direction (ft) 2 j 4 6 a Standoff Trib Width in Y -direction (ft) 2.7 2.7 2.7 Standoff Tributary Area (ft2) 5.4 10.8 16.2 X Point Load of Standoff (lbs) _ 13 26 39 Stucco (7/8") 10 2x4 Studs @ 16" o.c. 1.09 5/8" Plywood 2 Insulation 1 X Gypsum Board 2.5 w Misc. 0.41 Total Dead Load (psf _ 17 WIND CALCULATIONS PerA SCE 7-10 Components and Cladding Design Input: Risk Category = 11 Wind Speed, V = 110 mph Exposure Category = S Roof Slope = 25 degrees Mean Roof Height = 15 ft Building Least Width = 40 ft Effective Wind Area = 17.5 ft2 Velocity Pressure: -9.40 qh = 0.00256 KZKtKd VZ KZ = 0.7 KZt = 1.0 Kd = 0.85 V = 110 mph qh-nominal = 18.43 psf 6 qh-design = 11.06 psf 2.7 LoE cuent: Mayhew sungevity #: 24444359 [)ate: 4/7/2016' Figure 26.5-1A Section 26.7.3 Sheet No. Table 30.3-1 Section 26.8.2 Table 26.6-1 See above Nominal (unfactored) uplift Design (factored) uplift based on allowable stress design basic load combination #5 = D+0: 6W - 2 d at Standoffs: Uplift Zone 1 Uplift Zone 2 Uplift Zone 3 Downward Zones 1-3 Uplift Zone 1 Uplift Zone 2 GCP = -0.85 -1.45 -2.3 0.45 -0.85 -1.45 Wind Pressure p = qh-design*(GCP), (psf) = -9.40 -16.03 -25.43 4.98 -9.40 -16.03 Standoff Spacing in X -direction (ft) = 6 6 6 6 1 6 6 Standoff Spacing in Y -direction (ft) = 2.7 2.7 2.7 2.7 2.7 2.7 Tributary Area (ft4) = 16.2 16.2 16.2 16.2 16.2 16.2 Load at Standoffs (lbs) = -153 -260 -413 81 -153 -260 Maximum Standoff Uplift = Standoff Uplift Capacity D/C = Fastener Capacity Check: -413 lbs 732 lbs 0.564 Standoff: Okay Fastener = 5/16" diameter lag screw Number of Fasteners = 1 Min. Embedment Depth = 2.5 in Wood Species = Douglas Fir Larch Specific Gravity, G = 0.5 Per 2012 NDS Table 11.3.3A Withdrawl Capacity Per Inch = 266 lbs/in Per 2012 NDS Table 11.2A Load Duration Factor, CD = 1.6 Per 2012 NDS Table 2.3.2 Fasteners Capacity = 1064 lbs D/C = 0.39 Fasteners. -Okay client: Mayhew Sheet No. s u n G E V I T Y" Sungevity #: 2444359 GENERATE POSt ea Date: 4/7/2016 3 Existing Structure Check Per 2012 IBC Chapter 34, Section 3403:4 Weight of Existing Building Weight of PV System Comparison Check 10% of Existing Weight of Building (Allowed) = 5,776 lbs Total Weight of PV System (Actual) = 672 lbs % Increase = 1.2 Seismic Upgrade is Not Necessary Weight (psf) Area (ft`) Weight (lbs) Assuming s' o" Wall Height Assuming a�-o° Wait Height Roof DL 9.93 2271 22,542 z Ceiling DL 6 2271 13,626 'Exterior Walls 17 864 14,688 X Interior Walls 8 864 6,912 Weight of PV System Comparison Check 10% of Existing Weight of Building (Allowed) = 5,776 lbs Total Weight of PV System (Actual) = 672 lbs % Increase = 1.2 Seismic Upgrade is Not Necessary MEMBER REPORT Roof, Roof 1 .Array 1 - Loading 1 p.� _u y = PASSED 1 piece(s) 2 x 4 Douglas Fir -Larch No. 2'@ 24" OC Overall Sloped Length: 16' 119/16" 0 DeS[Jn ReslllfS Actual @ L iibp : Allowed Re3oli LQF Loadi Combination (pAtern) _ Member Reaction (lbs) 295 @ 9' 11" 2462 (3.50") Passed (12%) 1.0 D + 1.0 Lr (Adj Spans) Shear (Ibs) 126 @ 9' 6 1/16" 567 Passed (22%) 0.90 1.0 D (Alf Spans) Moment (Ft -lbs) -202 @ 9' 11" 357 Passed (57%) 0.90 1.0 D (All Spans) Live Load Defl. (in) 0,100 @ 0 0.200 Passed (2L/258) -- 1.0 D + 1.0 W (Alt Spans) Total Load Defl. (in) 0.339 @ 5' 3 1/4" 1 0.658 1 Passed (L/349) -- 1.0 D + 1,0 W (Alt Spans) • Deflection criteria: LL (1-1240) and TL (L/180). Overhang deflection criteria: LL (0.2") and TL (21-/180). Bracing (Lu): All compression edges (top and bottom) must be braced at 16' 9 15/16" o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. A 15% increase in the moment capacity has been added to account for repetitive member usage. Applicable calculations are based on NDS. SUppQtts Total Bearing Letgth Available Required' �. Dead Loads toSupports Qbsy ' . Eoive Wind Total : � Accessories 1 - Beveled Plate -,SPF 3.50" 3.50" 1.50" 102 105 6/-40 213/-40 Blocking 2 - Beveled Plate - SPF 3.50" 3.50" 1.50" 253 42 -271 295/-271 None 3 - Beveled Plate - SPF 3.50" 350" 1.50" 26 78 32/-33 136/-33 Blocking • Blocking Panels are assumed to carry no loads appueo directly aoove mem ano me ruu ioaa is appuey W L- n -119 �_= y _�• = LQBdS .v Location Spacing Dead (0.90).';- Root Live f�r� snow: 1.25) Wind (.60) 77 ComrtienCs 1 - Uniform (PSF) 0 to 15'3" 24" 9.0 - - Roof 2 - Uniform (PSF) 0 to 2' 10" 24" - 20.0 - Roof 3 - Uniform (PSF) 12'7" to 15'3" 24" 20.0 Roof 4 - Point (lb) 4' 1" N/A - - 5 - Point (Ib) 6' 6" N/A -.. 39 -153 6- Point (Ib). 8'11" N/A - -7-Point(Ib) 11'4" N/A. 39 -153 Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Refer to current Weyerhaeuser literature for installation details. (www.woodbywy.com) Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Products manufactured at Weyerhaeuser facilities are third -party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES under technical reports ESR -1153 and ESR -1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports refer to httpt//www.woodbywy.com/services/s_CodeReports aspx The product application, input design loads, dimensions and support information have been provided by ]Spencer System : Roof Member Type : Joist Building Use : Residential Building Code :IBC Design Methodology : ASD Member Pitch: 5.6/12 [Z$} SUSTAINABLE FORESTRY INITIATIVE 4/7/2016 1:21:40 PM Forte Software Operator Job dotes Forte v5.0, Design Engine: V6.4.0.40 Janyce Spencer Mayhew Residence Mayhew 2444359 FOrte.4te Sungevity 21691 Lomita Avenue — — (510) 4964422 Cupertino, CA 95014 jaspencer@sungevity.com Page 1 Of 1 MEMBER REPORT Roof, Roof 1IArray 1 _Loading 2PASSED LLr� T E 1 piece(s) 2 x 4 Douglas Fir -Larch No. 2 @ 24" OC ll., 11 QI_n i I. -+h. 1R' 11 QHR” i 12 J= �J o Retool @ Laca#ion 5.6F r t t. rt. _ Member Reaction (lbs) 290 @ 9` 11" 2462 (3.50") y Passed (12%) 1.0 D + 1.0 Lr (Adj Spans) 10„ 911. 5'4" 567 1 2 3 All locations are measured from the outside face of left support (or left cantilever end).AII dimensions are horizontal. -201 @ 9` 11" I�ESItJtI ResUltS o Retool @ Laca#ion Atlowedi 3esult IMF Eoarj: Log4binaF` EP,at�ern) Member Reaction (lbs) 290 @ 9` 11" 2462 (3.50") y Passed (12%) 1.0 D + 1.0 Lr (Adj Spans) Shear (lbs) 150 @ 9' 6.1/16" 567 Passed (27%) 0.90 1.0 D (All Spans) Moment (Ft -lbs) -201 @ 9` 11" 357 Passed (56%), 0.90 1.0 D (All Spans) Live Load Defl.(in) 0.161 @ 0 0.200 Passed (2L/162) 1.0 D + 1.0 W (All Spans) Total Load Defl. (in) 0.361 @ 4' 10 7/8" 1 0.658 Passed (L/327) 1.0 D + 1.0 Lr (Alt Spans) Deflection criteria: LL (L/240). and TL (L/180).. Overhang deflection criteria: LL (0.2") and TL (2L/180). Bracing (Lu): All compression edges (top and bottom) must be braced at 16' 9 15/16" o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. A 15% increase in the moment capacity has been added to account for repetitive member usage. Applicable calculations are based on NDS. SU OC€S pia ToWI HearingCengtFi `Availably Required toads;toSuppor?s (lbs)` _ . Dead Roof Whirl Fota1 - Live Accessories ; 1 - Beveled Plate- SPF� 3.50" 3.50" 1.50" 117 105 -93 222/-93 Blocking 2 - Beveled Plate - SPF 3.50" 1 3.50" 1.50" 249 42 -255 291/-255 None 3 - Beveled Plate - SPF 3.50" 1 3.50" 1.50" 16 78 42 136 Blocking Blocking Panelsare assumed to carry no ioaas appuea airecoy aoove mem anu use iuu I— Ib aNNII_ w I.._ ,,,_„,—, - --- Loa s Location Spacing Dead 1 (0.9D� ? �- Roof Five `; (non-sRowcL.z5) W3rtd. ,: (f.60) ;: Comments. 1 - Uniform (PSF) 0 to 15' 3" 24" 9.0' - - Roof 2 - Uniform (PSF) 0 to 2' 10" 24" - 20.0 - Roof 3 - Uniform (PSF) 12' 7" to 15' 3" 24" - 20.0 Roof 4.- Point (lb) 4, 1" N/A 39 - -153 5 -Point (lb) 6' 6" N/A - 6 -Point (lb) 8'' 11" N/A 39 7 - Pomt (Ib) 11'4" N/A _ _ .._.. Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Refer to current Weyerhaeuser literature for installation details. (www.woodbywy.com) Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Products manufactured at Weyerhaeuser facilities are third -party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES under technical reports ESR -1153 and ESR -1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports refer to http://www.woodbywy.com/services/s_CodeReports.aspx.. The product application,. input design loads, dimensions and support information have. been. provided byJSpencer Forte Software operator Job Notes Janyce Spencer Mayhew Residence Sungevity 21691 Lomita Avenue (510) 4964422 Cupertino, CA 95014 jaspencer@sungevity.com System :Roof Member Type : Joist Building Use : Residential Building Code : IBC Design Methodology: ASD Member Pitch: 5:6/12 SUSTAINABLE FORESTRY INITJATIVE 4/7/2016 1:22:01 PM Forte v5.0, Design Engine: V6.4.0.40 Mayhew 2444359 Forte.4te Page 1 of 1 MEMBER REPORT ROOF"f200f 2A ;Arra 2 - [ylt3 _ n PASSE® I piece(s) 2 x 8 Douglas Fir -Larch No. 2 @ 24" OC overall Sloped _ j o T T Design ReSET is °" Actuaf@loca400 < Allowed' m. Resat€ LDS LoadcCombinatio (P ttem)= Member Reaction (lbs) 492 @ 12'4 1/2" 2231 (3.50") Passed (22%) 1.0 D + 1.0 Lr (All Spans) Shear (lbs) 336 @ 10 1/16" 1175 Passed (29%) 0.90 1.0 D (All Spans) Moment (Ft -lbs) 1067 @ 6' 2" 1224 Passed (87%) 0.90 1.0 D (All Spans) Live Load Deft.(in) -0.300 @ 7' 5" 0.671 Passed (L/538) -- 1.0 D + 1.0 W (All Spans) Total Load Defl.(in) 0.559 @ 6'4 3/8" 0.895 1 Passed (L/288) -- 1 1.0 D + 1.0 Lr (All Spans) - Deflection criteria:. LL. (L/240) and TL (L/.180). Bracing (Lu): All compression edges (top and bottom) must be braced at 6' 9 9/16" o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. A 15% increase in the moment capacity has been added to account for repetitive member usage. ° Applicable calculations are based on NDS. Bearfng,Lengtb, ' Loadstosopports (Ibsj supports 7otar' , Available i2equired Ltead Root Wind , TntaE Accessories, i Lixe "` 1 -Beveled Plate -_SPF 3.50" 3.50" 1.50" 375 40 326 415/-326 Blocking 2 Beveled Plate - SPF 3.50" 1 3.50" 1.50" 325 166 -133 1 491/-133 Blocking • Blocking Panels are assumed to carry noioaas: appuea: aireLuy duuve maul auu a is gull luau j� a.Nv— .,.,,.,y W • Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Refer to current Weyerhaeuser literature for installation details. (www.woodbywy.com) Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Products manufactured at Weyerhaeuser facilities are third -party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES under technical reports ESR -1153 and ESR -1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports refer to http://vvww.woodbywy.com/services/s_CodeReports.aspx. The product application, input design loads,. dimensions and support information have been provided by JSpencer Forte Software Operator `. Job Notes Janyce Spencer Mayhew Residence Sungevity 21691 Lomita Avenue (510) 496-4422 Cupertino, CA 95014 jaspencer@sungevity.com System : Roof Member Type : Joist Building Use : Residential Building Code IBC Design Methodology : ASD Member Pitch: 5.6/12 SUSTAINABLE FORESTRY INMATNE 4/7/2016 1:21:02 PM Forte v5.0, Design Engine: V6.4,0.40 Mayhew_ 2444359_Forte.4te Page 1 of 1 I i .Dead'� .Hoof Live: Wind" '. LOd CS Location SpOciog (0.90j bion -snow b25). = c (Y.Qp) commer" 1 - Uniform (PSF) 0 to 12' 7" 24" 21.0 Roof 2 - Uniform (PSF) T F to 12' 7" 24" 20.0 Roof - - 3 - Point (lb) V 3" N/A 39 - -153 _ 4 - Point. (lb) 3' 9" N/A 39 -153 5 -Point (Ib) 6' 2" N/A 39 - -153 _. Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Refer to current Weyerhaeuser literature for installation details. (www.woodbywy.com) Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Products manufactured at Weyerhaeuser facilities are third -party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES under technical reports ESR -1153 and ESR -1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports refer to http://vvww.woodbywy.com/services/s_CodeReports.aspx. The product application, input design loads,. dimensions and support information have been provided by JSpencer Forte Software Operator `. Job Notes Janyce Spencer Mayhew Residence Sungevity 21691 Lomita Avenue (510) 496-4422 Cupertino, CA 95014 jaspencer@sungevity.com System : Roof Member Type : Joist Building Use : Residential Building Code IBC Design Methodology : ASD Member Pitch: 5.6/12 SUSTAINABLE FORESTRY INMATNE 4/7/2016 1:21:02 PM Forte v5.0, Design Engine: V6.4,0.40 Mayhew_ 2444359_Forte.4te Page 1 of 1 I w PASSED MEMBER REPORT e Roof `Roof 28 -Array 2_ - v 1 piece(s) 2 x 6 Douglas Fir -Larch No. 2 @ 24" OC All locations are measured from the outside face of left support (or left cantilever end).All dimensions are horizontal. �851t�11 R2St1(<t5 Actual@ Exatiorr fllioovedi Result LDF `Load: Cov"hiriatiort(Patterrr) Member Reaction (lbs)_ 337 @ 113/4" 2462 (3.50") Passed (14%) 1.0 D + 1.0 Lr (All Spans) Shear (lbs) 204 @ P6 1/2" 1238 Passed (16%) 1.25 1.0 D + 1.0 Lr (All Spans) Moment (Ft -lbs) 333 @ 3' 10 5/8" 1060 Passed (31%) 1.25 1.0 D + 1.0 Lr (Alt Spans) Live Load Defl. (in) 0.027 @ 3' 10 1/16" 0.325 Passed (L/999+) -- 1.0 D + 1.0 Lr (Alt Spans) Total Load Defl. (in) 0.075 @ 3' 113/16" 0,434 Passed (L/999+) 1.0 D + 1.0 Lr (Alt Spans) • Deflection criteria: LL (1-/240) and TL (L/18U). Overhang deflection criteria: LL (2L/240) and TL (2L/180). Bracing (Lu): All compression edges (top and bottom) must be braced at 7' 9 13/16" o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. A 15% increase in the moment capacity has been added to account for repetitive member usage. Applicable calculations are based on NDS. • Blocking Panels are assumed to cant' no loads applied directly above tnem ana the Trill Joao 15dppueu w L 1s _ _ --y -y,,. Loans.. lncafiors gearing Lengt[�" =LoadstoSop0" (lbs) .. SUppbrts a ' TataP ; Avadable.= Required' _... .� - Dead Roof 'Mud iota[ Accessories .-, Live I- Beveled Plate - SPF 3.50" 3.50" 1.50" 192 145 -25 337/-25 Blocking 2 - Beveled Plate - SPF 3.50" 3.50" 1.50" 175 47 -128 222/-128 Blocking • Blocking Panels are assumed to cant' no loads applied directly above tnem ana the Trill Joao 15dppueu w L 1s _ _ --y -y,,. Loans.. lncafiors - Spac3tg' , " [lead , Root` Live- =�- ilQind ± r(A 90j , ;'(non -anew:) zs) . (1.60) comments ­ . 1 - Uniform (PSF) 0 to 7' 1" 24" 21.0 Roof 2 - Uniform.(PSF) 0 to 4' 9" 24" - 20.0 - Roof _ .. 3 -Point (Ib) 5' 11 N/A 39 - -153 Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Refer to current Weyerhaeuser literature for installation details. (www.woodbywy.com) Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to: assure that this calculation is compatible with the overall project. Products manufactured at Weyerhaeuser facilities are third -party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES under technical reports ESR -1153 and ESP -1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports refer to http://www.woodbywy.com/services/s_CodeReports.aspx. The product application, input design loads, dimensions and support information have been provided by ]Spencer forte Software Operator Job Notes Janyce Spencer Mayhew Residence Sungevity 21691 Lomita Avenue (510) 496-4422. Cupertino, CA 95014 jaspencer@su ng evity.com System Roof Member Type : Joist Building Use : Residential Building Code : IBC Design Methodology: ASD Member Pitch: 5.6/12 SUSTAINABLE. FORESTRY INITIATIVE 4/7/2016 1:22:48 PM Forte v5.0, Design Engine: V6.4.0.40 Mayhew 2444359_Forte.4te Page 1 of 1 PHOTOVOLTAIC SYSTEM AC / DC kW STC: 4.281 kW \ 4.8kW EQUIPMENT: PV MODULES INVERTER(S): SCOPE OF WORK: (16) LG LG300N1K-G4 (1) SolarEdge SE5000A-US INSTALLATION OF A SAFE AND CODE -COMPLIANT GRID -TIED SOLAR PV SYSTEM ON AN EXISTING RESIDENTIAL ROOF TOP. 2awo- Ar 1%,2S i APN: 35717023 COMMUNITY DEVELr?`"ENT DEPARTMENT BUILDING Divlc';,: i'4 - CUPERTINO Air --i:"r.�, w!E__ This'' s.�t of p!� ^s andsr^�'"r `: H=is MUST be kept at the ��. i.J .r. .�..• ('��.I"il . _i '•:{^? It 1. i ...1i j. I� ick !�j I!C1F�f+11 A7 l! 1�•'{'v any Or to C . ry th, wiI i"Out the Buliuoj Ji ;.�. l M SUnGEVITY' GENERATE POSITIVE L ASSESSOR COPY ROOF MOUNTED CONDUIT (TYP.) LOMITA AVE SITE PLAN N SCALE : N.T.S. PL PLANS NECKED BY DATE PLANNING DEPT CUPERTINO SPY "ROW _ RECEIVED $ir c�arinent Cep Apo 4 pl.tANCE v1E�'VED FOR CODE COM RE 4- R p_,4 i e,N61� G SHEET INDEX PV0.0 COVER AND SITE PLAN PV1.0 GENERAL NOTES PV2.0-2.1 ARRAY LAYOUT PV3.0 LINE DIAGRAM PV4.0 LABELS is KEY: ---- PROPERTY LINE — — — CONDUIT RUN 0 INVERTER DRIVEWAY 0 SUBPANEL FENCE ❑ DC DISCONNECT FIRE CLEARANCE ED AC DISCONNECT STRUCTURAL UPGRADES (]01] JUNCTION BOX SOLAR MODULE Q MONITORING UNIT Q MAIN SERVICE PANEL °a COMBINER BOX Q UTILITY METER ROOF Q PV METER OBSTRUCTION APPLICABLE CODES: 2013 CEC (BASED ON 2011 NEC) 2013 CBC 9013 CRC 3 CPC 2013 CMC 2013 CFC LOCAL AMENDMENTS TO CA CODES CONTRACTOR INFORMATION: E SANDBAR SAN JOSE 2119 DELAWARE AVE SANTA CRUZ, CA 95060 JURISDICTIONAL INFORMATION: CUPERTINO, CITY OF 10300 TORRE AVENUE CUPERTINO, CA 95014 NOTES TO INSTALLER: FOR INSTALLER USE ONLY POST INSTALL SUNEYES REQUIRED? NO I CERTIFY THAT NO CHANGES HAVE c BEEN MADE TO THE ARRAY LAYOUT: CUSTOMER INFORMATION: STEVEN MAYHEW 21691 LOMITA AVE CUPERTINO, CA 95014 /#2444359 DESIGNED BY: REV #: DATE: PV- 0.0 SSURVE 1 0 3/10/16 Q.- CGIr1FFP CI IRVF 11at-I nratinnMavhew-2444359 SV1 Sheet Si7e11Y17 TFIFCF r)PG1MNnC APFrIFWATIONS. AND DESIC NIsz APP TUP PPnPFPTv nF CI INf:FVITY INC- NO PART SHALL BE COPIED OR USED FOR OR WITH ANY OTHER WORK OTHER THAN THE SPECIFY PPO.IFr.T FnP WHICH THEY HAVE BEEN DEVELOPED WITHOUT OUR WRITTEN CONSENT L GENERAL NOTES: GENERAL NOTES: N1. DRAWINGS ARE DIAGRAMMATIC ONLY. THE LOCATION AND ROUTING OF RACEWAYS SHALL BE DETERMINED BY THE CONTRACTOR UNLESS OTHERWISE NOTED OR STANDARDIZED. N2. ALL EQUATIONS ACCOUNT FOR WORST CASE CONDITIONS. N3. IF A DISCREPANCY IN QUANTITY OR SIZE OF CONDUIT, WIRE, EQUIPMENT DEVICES, OVERCURRENT PROTECTION, GROUNDING SYSTEMS, ETC. (ALL EQUIPMENT AND MATERIALS) THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDIN(-, AND INSTALLING ALL MATERIALS AND SERVICES REQUIRED BY THE STRICTEST CONDITIONS IN THE SPECIFICATIONS OR NOTED CSN THE FiANS -:0 ENSURE COMPLETE COMPLIANCE WITH ALL B=ODIES AND TU ENSURE THE LONGEVITY AND SAFETY OF THE OPERABLE SYSTEM. N4. ALL OUTDOOR EQUIPMENT SHALL BE MIN. NEMA 3R RATED. N5. METAL CONDUIT AND ENCLOSURES SHALL BE USED WHERE PV SOURCE OR OUTPUT CIRCUITS ARE RUN INSIDE A BUILDING. N6. MODULES SHALL NOT BE PLACED OVER ANY PLUMBING VENTS AND AT LEAST 6" ABOVE FLUSH VENTS. N7. THE ELECTRICAL CONTRACTOR SHALL COMPLY WITH ANY AND ALL REQUIREMENTS GIVEN BY UTILITY COMPANIES. N8. FOR ADDITIONAL EQUIPMENT SPECIFICATIONS, SEE PROVIDED CUT SHEETS, N9. ALL LABELS AND MARKINGS SHALL BE ATTACHED ACCORDING TO REQUIREMENTS BY NEC AND THE LOCAL AHJ. THE AHJ MAY HAVE SPECIAL LABEL REQUIREMENTS BEYOND THE 3 SCOPE OF THIS DOCUMENT. THIS MAY ENCOMPASS LANGUAGE INCLUDING, BUT NOT LIMITED TO, THAT FOUND IN NEC ARTICLES 690.5 (C), 690.14 (C)(2), 690.17, 690.53,690.35(F), 690.54, 690.64(B)(7) and 705.10 N10. INSTALLER TO FOLLOW ALL LOCAL JURISDICTION GUIDELINES. N11. ALL NEC REFERENCES SHALL BE DIRECTLY INTERCHANGEABLE WITH CEC REFERENCES. N12. IT IS ILLEGAL FOR ANYONE UNLESS ACTING UNDER THE DIRECTION OF A LICENSED PROFFESIONAL ENGINEER OR REGISTERED ARCHITECT TO ALTER ANY ITEMS ON THIS PLAN. N13. THE ENGINEER HAS NOT BEEN RETAINED FOR JOB SUPERVISION. N.14 ALL OSHA REGULATIONS AND STANDARDS FOR SAFE AND HEALTHFUL WORKING CONDITIONS TO BE FOLLOWED. N.15 ALL CONTRACTORS WORKING ON ROOFS TO BE INSURED AS SUCH. STRUCTURAL NOTES: S1. MOUNTS ARE DIAGRAMMATIC AND EXACT LOCATION MAY CHANGE, BUT SHALL BE ACCURATELY SPACED. IS2. MOUNTS SHALL BE STAGGERED WHEN NECESSARY TO EVENLY DISTRIBUTE LOAD AMONGST RAFTERS. S3. DO NOT SPLICE RAILS IN MIDDLE 50% OF SPAN BETWEEN TWO MOUNTS. 4e 1 M sunGEVITY' GENERATE POSITIVE .3 ELECTRICAL NOTES: E1. ALL EQUIPMENT IS LISTED FOR USE. E2. MAXIMUM VOLTAGE DOES NOT EXCEED 600VDC. E3. ANY EQUIPMENT OR ELECTRICAL MATERIALS USED FOR THIS INSTALLATION SHALL BE NEW AND LISTED BY A RECOGNIZED ELECTRICAL TESTING LABORATORY. E4. AN INVERTER IN AN INTERACTIVE SOLAR PV SYSTEM SHALL AUTOMATICALLY DE -ENERGIZE ITS OUTPUT TO THE CONNECTED ELECTRICAL PRODUCTION AND DISTRIBUTION NETWORK UPON LOSS OF VOLTAGE IN THAT SYSTEM AND SHALL REMAIN IN THAT STATE UNTIL THE ELECTRICAL PRODUCTION AND DISTRIBUTION NETWORK VOLTAGE HAS BEEN RESTORED. E5. ALL PV ARRAYS SHALL BE EQUIPPED WITH DC GROUND FAULT PROTECTION. E6. ANY AC COMPONENT SHALL MEET OR EXCEED THE AVAILABLE FAULT CURRENT CALCULATED AT THAT COMPONENT. E7. ALL MODULES AND ANY RELATED ROOF MOUNTED METALLIC EQUIPMENT SHALL BE PROPERLY GROUNDED. E8. DC EQUIPMENT SHALL BE 60OVDC RATED MINIMUM. E9. MARKINGS SHALL BE PROVIDED TO INDICATE THAT ALL CONTACTS OF THE DISCONNECT EQUIPMENT MIGHT BE ENERGIZED. E10. CONDUIT RUNS SHALL BE PROVIDED WITH SUFFICIENT WEATHERPROOF PULL BOXES OR JUNCTION BOXES/COMBINER BOXES PER APPROPRIATE JURISDICTIONAL REQUIREMENTS. E11. FOR ANY UNGROUNDED PV SYSTEM, A LABEL READING: "WARNING - ELECTRICAL SHOCK HAZARD. THE DC CONDUCTORS OF THIS PHOTOVOLTAIC SYSTEM ARE UNGROUNDED AND MAY BE ENERGIZED." SHALL BE PLACED AT EACH JUNCTION BOX, COMBINER BOX, DISCONNECT AND DEVICE WHERE ENERGIZED, UNGROUNDED CIRCUITS MAY BE EXPOSED DURING SERVICE. E12. INVERTER(S) SHALL CONTAIN A GROUND FAULT DETECTION AND INTERRUPTION DEVICE. E13. ALL METALLIC RACEWAYS AND EQUIPMENT SHALL BE BONDED AND ELECTRICALLY CONTINUOUS. E14. THE POINT OF CONNECTION COMPLIES WITH APPLICABLE CEC/NEC. E15. BACKFED SOLAR BREAKER(S) SHALL BE INSTALLED AT THE OPPOSITE END OF THE CIRCUIT OR FURTHEST AWAY FROM THE MAIN BREAKER. E16. ALL WIRE, VOLTAGES, AMPERAGES AND EQUIPMENT IS SIZED ACCORDING TO TEMPERATURE DERATING AND LOCATION. E17. ONLY COPPER (CU) CONDUCTORS SHALL BE USED. CONDUCTORS SHALL BE STRANDED OR SOLID WITH PROPERLY RATED CONNECTORS. E18. DISCONNECT SHALL BE WIRED SO NO BLADES ARE ENERGIZED E19. ALL MODULES AND RACKING SHALL BE GROUNDED VIA IRON RIDGE RAIL INTEGRATED GROUNDING (PLEASE SEE DATA SHEET) OR WITH TIN PLATED DIRECT BURIAL RATED LAY IN LUGS USING STAINLESS STEEL HARDWARE, STAR WASHERS, AND THREAD FORMING BOLTS. E20. ALL EQUIPMENT SHALL BE GROUNDED, INCLUDING BONDING JUMPERS WHERE NECESSARY ACROSS RAIL SPLICE PLATES TO BOND INDIVIDUAL PIECES OF RAIL. '+ J r-v..t sent Buillding Dep R�Vt��' C Fart CDS'- ,(�� Rev yew ed By � CUSTOMER INFORMATION: STEVEN MAYHEW 21691 LOMITA AVE CUPERTINO, CA 95014 /#2444359 DESIGNED BY: IREV #:I DATE: SSURVE 1 0 1 3/10/16 PV -1.0 a UNUtVl i x ING. b6 FRANKLIN ST SUITE 310 OAKLAND, CA 94607 By: SAIDEEP.SURVE Date - Location Mayhew - 2444359 SV1 Sheet Size: 11x17 THESE DRAWINGS. SPECIFICATIONS. AND DESIGNS ARE THF PROPERTY OF SUNGEVITY INC. NO PART SHALL BE COPIED OR USED FOR OR WITH ANY OTHER WORK OTHER THAN THE SPECIFIC PROJECT FOR WHICH THEY HAVE BEEN DEVELOPED WITHOUT OUR WRITTEN CONSENT I Li � I I ID I I I �i 1 16-6" ROQF 1 i ADDAV 1 3' I i � 1 ROOF 1 SECTION SCALE . 3/8 1 0 sunGEVITY' GENERATE POSITIVE' 4 � SYMBOL KEY: ------- RAIL – — — — RAFTERS MODULE WIDTH: 39.37 ROOF RAFTER SIZE. 2X4 NOMINAL FIRE CLEARANCE C -- - - ® STRING CONFIG. ARRAY 1 SPECS STRUCTURAL TOTAL MOD. WEIGHT (Ibs): 337.3 A UPGRADES C3 SOLAR MODULE a NUMBER OF MOUNTS: 15 ® MOUNT ® SKYLIGHT ® CHIMNEY PLUMBING OR G ATTIC VENT El ATTIC VENT Li � I I ID I I I �i 1 16-6" ROQF 1 i ADDAV 1 3' I i � 1 ROOF 1 SECTION SCALE . 3/8 1 0 sunGEVITY' GENERATE POSITIVE' 4 � MODULE SPECIFICATIONS (16) LG LG30ON1K-134 MODULE WEIGHT: 37.48 MODULE LENGTH: 64.57 MODULE WIDTH: 39.37 ROOF 1 SPECS RAFTER SIZE. 2X4 NOMINAL RAFTER SPAN: 8'- 10" RAFTER SPACING: 24" ROOF MATERIAL: COMPOSITE SHINGLE ARRAY 1 SPECS NUMBER OF MODULES: 9 TOTAL MOD. WEIGHT (Ibs): 337.3 A RACKING WEIGHT (Ibs): 38,2 ARRAY WEIGHT (Ibs): 375.6 ARRAY AREA (sqft): 158.9 ARRAY DEAD LOAD (lbs/sgft): 2.4 NUMBER OF MOUNTS: 15 LOAD PER MOUNT(Ibs): 25 ARRAY AZIMUTH(°A 180 ARRAY TILT(') 25 NUMBER OF FLOORS 1 LRTIN© DEpa�ent ApLIANC7E Rr\ 1.r i L) r L E EiOVIC'N ed PI. r NOTE: MODULES SHALL NOT BE GREATER THAN 8 INCHES ABOVE ROOF COVERING SOLAR MODU IRONRIDGE XR L -FO( QMSE-LAG SHING COMPOSITE SHING • 5" X 5/16" - L) 2.5" MIN. EMBEDMENT PER SCRE ROOF1: 2X4 NOMINAL, 24 O ROOF2: 2X6 NOMINAL, 240.C. 3 MOUNTING DETAIL SCALE. NTS QVpEESS/pNq p,1C1 KO -713 SAF Fyc' � s 078151 ;:a m i `rgTF OF CAL���\� m 11111 CUSTOMER INFORMATION: STEVEN MAYHEW 21691 LOMITA AVE CUPERTINO, CA 95014 /#2444359 DESIGNED BY: REV #: DATE: PV- 2.0 SSURVE 0 3/10/16 VGEVITY INC. 66 FRANKLIN ST SUITE 310 OAKLAND, CA 94607 By: SAIDEEP.SURVE Date: Location: Mayhew - 2444359 SV1 Sheet Size: 11x17 THESE DRAWINGS, SPECIFICATIONS, AND DESIGNS ARE THE PROPERTY OF SUNGEVITY INC. NO PART SHALL BE COPIED OR USED FOR OR WITH ANY OTHER WORK OTHER THAN THE SPECIFIC PROJECT FOR WHICH THEY HAVE BEEN DEVELOPED WITHOUT OUR WRITTEN CONSEI A C 1 2 ROOF 2 SECTION SCALE . 3/8 1 0 sunGEVITY° GENERATE POSITIVE" SUNGaEVITY INC. 66 FRANKLIN ST SUITE 310 OAKLAND, CA 94607 2 3' 16'-6" I I I I I I A I I I I I I I I I I V I I I I I I I I I I I I I I I I tt _ I I I I I I ROOF 2X I ROOF 26 Io I I 3 II I I I I I I I I I I I i I I I I I I I I I I I I I II I I I moo i I I I I i I QI I I I I I I I 1 I I °NN I I I ,RRA 2 I I o al I 101, ARRAY 2 LAYOUT 4 67 (16) LG LG300N1K-G4 MODULE WEIGHT: MODULE LENGTH: MODULE WIDTH: ROOF 2A SPECS RAFTER SIZE: RAFTER SPAN: RAFTER SPACING: ROOF MATERIAL: ROOF 213 SPECS RAFTER SIZE: RAFTER SPAN: RAFTER SPACING: ROOF MATERIAL: ARRAY 2 SPECS NUMBER OF MODULES: TOTAL MOD. WEIGHT (II RACKING WEIGHT (Ibs): ARRAY WEIGHT (Ibs): ARRAY AREA (sqft): ARRAY DEAD LOAD (Ibs NUMBER OF MOUNTS: LOAD PER MOUNT(Ibs): ARRAY AZIMUTH(°) ARRAY TILT(') NUMBER OF FLOORS 37.48 64.57 39.37 2X8 NOMINAL 12'-3" 24" COMPOSITE SHINGLE 2X6 NOMINAL 5'-9" 24" COMPOSITE SHINGLE 7 262.4 30.1 292.5 123.6 2.4 12 24.4 270 25 1 CUPERTINO I. Building Deparent 1 y ]f KE�,I`.;,,�ty rOR c;oDE COMPLIANCE R eviewed By � � ,"� 90FESS/pNq p�C1 o V C78151 kIV�n- r—Cit CUSTOMER INFORMATION: STEVEN MAYHEW 21691 LOMITA AVE CUPERTINO, CA 95014 /#2444359 DESIGNED BY: REV #: DATE: SSURVE 0 3/10/16 1 PV- 2.1 By: SAIDEEP.SURVE Date: Location: Mayhew- 2444359 SV1 Sheet Size: 11x17 THESE DRANdNGS. SPECIFICATIONS, AND DESIGNS ARF THE PROPERTY OF SUNGEV1 Y INC. NO PART SHALL BE COPIED OR USED FOR OR WITH ANY OTHER WORK OTHER THAN THE SPECIFIC PRn.IFCT FOR WHICH THEY HAVE BEEN DEVELOPED WITHOUT OUR INRITTFN CONSENT A B C SYMBOL KEY: ------- RAIL — — — — RAFTERS ROOF FIRE CLEARANCE 0 .............® STRING CONFIG. STRUCTURAL UPGRADES a SOLAR MODULE ® MOUNT ® SKYLIGHT ® CHIMNEY e PLUMBING OR ATTIC VENT 0 ATTIC VENT 2 ROOF 2 SECTION SCALE . 3/8 1 0 sunGEVITY° GENERATE POSITIVE" SUNGaEVITY INC. 66 FRANKLIN ST SUITE 310 OAKLAND, CA 94607 2 3' 16'-6" I I I I I I A I I I I I I I I I I V I I I I I I I I I I I I I I I I tt _ I I I I I I ROOF 2X I ROOF 26 Io I I 3 II I I I I I I I I I I I i I I I I I I I I I I I I I II I I I moo i I I I I i I QI I I I I I I I 1 I I °NN I I I ,RRA 2 I I o al I 101, ARRAY 2 LAYOUT 4 67 (16) LG LG300N1K-G4 MODULE WEIGHT: MODULE LENGTH: MODULE WIDTH: ROOF 2A SPECS RAFTER SIZE: RAFTER SPAN: RAFTER SPACING: ROOF MATERIAL: ROOF 213 SPECS RAFTER SIZE: RAFTER SPAN: RAFTER SPACING: ROOF MATERIAL: ARRAY 2 SPECS NUMBER OF MODULES: TOTAL MOD. WEIGHT (II RACKING WEIGHT (Ibs): ARRAY WEIGHT (Ibs): ARRAY AREA (sqft): ARRAY DEAD LOAD (Ibs NUMBER OF MOUNTS: LOAD PER MOUNT(Ibs): ARRAY AZIMUTH(°) ARRAY TILT(') NUMBER OF FLOORS 37.48 64.57 39.37 2X8 NOMINAL 12'-3" 24" COMPOSITE SHINGLE 2X6 NOMINAL 5'-9" 24" COMPOSITE SHINGLE 7 262.4 30.1 292.5 123.6 2.4 12 24.4 270 25 1 CUPERTINO I. Building Deparent 1 y ]f KE�,I`.;,,�ty rOR c;oDE COMPLIANCE R eviewed By � � ,"� 90FESS/pNq p�C1 o V C78151 kIV�n- r—Cit CUSTOMER INFORMATION: STEVEN MAYHEW 21691 LOMITA AVE CUPERTINO, CA 95014 /#2444359 DESIGNED BY: REV #: DATE: SSURVE 0 3/10/16 1 PV- 2.1 By: SAIDEEP.SURVE Date: Location: Mayhew- 2444359 SV1 Sheet Size: 11x17 THESE DRANdNGS. SPECIFICATIONS, AND DESIGNS ARF THE PROPERTY OF SUNGEV1 Y INC. NO PART SHALL BE COPIED OR USED FOR OR WITH ANY OTHER WORK OTHER THAN THE SPECIFIC PRn.IFCT FOR WHICH THEY HAVE BEEN DEVELOPED WITHOUT OUR INRITTFN CONSENT A B C (2) #10 PV -Wire (1) #10 EGC FREE AIR 1 STRING OF D 16 MODULES OPT. CURRENT = 13.71A sunGEVITY° GENERATE POSITIVE' (2) #10 THWN-2 (1) #10 EGC 3/4" EMT (IF APPLICABLE) MIN. NEMA3R UL LISTED JUNCTION BOX WITH 90°C TERMINAL RATINGS LOCATED ON ROOF Inom = (16 x 300W)/350V = 13.7A OPERATING VOLTAGE = 350VDC (REGULATED) 200 x 1.2 = 240 240 - 200(MCB) = 40A MAX ALLOWABLE AC PV BREAKER = 40A 200A MAIN BREAKER (3) #10 THWN-2 (3) #10 THWN-2 (1) #8 GEC (1) #8 GEC 3/4" EMT 3/4" EMT METER (E) LOADS (N) SE5000A-US INVERTER W/ INTEGRATED (E) LOADS DC DISCONNECTS (N) 200A MSP INPUT 1 30A 2P 240V 2P 3-W 10 - AC r�LCUS METER DC .. OUTPUT -------- GEC --- --- - -� - -- ---- - - - - - - I I E INVERTER GEC IRREVERSIBLY SPLICED TO EXISTING GEC OR BONDED DIRECTLY TO EXISTING GROUNDING ELECTRODE cUPERTINO Buildirg Depatrnent rt I ,J� �! 4� P.EVIE`� - + OR CODE Co%IPLIANCE Reviewed By. r G CONDUIT ELEVATION: 1/2 TO 3-1/2" = 22 °C HIGH AMBIENT TEMPERATURE: 32 °C EXTREME LOW: 0°C ROOFTOP AMBIENT TEMP (Tcorr): 54°C = 0.76 CONDUIT FILL (Cfill): 1 CONTINUOUS USE = Imax * 1.25 = 15A CONDITIONS OF USE = Imax / Tcorr / Cfill = 15A/0.76/1 = 19.74A CONDUCTOR SIZE FOR 19.74A INSTALLATION SHALL USE MIN. #10 AWG 16 MODULES TOTAL 16 x 273(PTC WATTS) x 0.98 = 4281 CEC WATTS SE5000A-US MAX OUTPUT CURRENT = 21A BREAKER SIZE = 21A x 1.25 = 26.25A => 30A CUSTOMER INFORMATION: STEVEN MAYHEW 21691 LOMITA AVE CUPERTINO, CA 95014 /#2444359 DESIGNED BY: REV #: DATE: - 3.0 SSURVE 1 0 1 3/10/16 PV JGMATV INC PA FPANKI IN CT CI IITF tin nAKI ANn r.A QAA07 Rv SAIDFFP CI IPVF Date:— Locatinn MavheW - 2444359 SV1 Jneet Size' 11x1 / THESE DRAWINGS. SPECI FICA IUNa, HNU UtSIGNS ARE THE PROPtK I r Ur oUNUcvI I x INu- Nv rr I an LL ac vurltu um uocu rvK um vn 1 n rNT U I ntK VVUKn v I ncK I MAN I Ht SNtUlt-IL; rKUJt(; I ruK vvnwn 1-1 M 1 nvu 1 — — 1 1 c11 -- I L J 4 J fi -/.- 0 • /77 — — — ELECTRICAL KEY: BREAKER SWITCH SCREW TERMINAL FUSE SPLICE EARTH GROUND CHASSIS GROUND GEC EGC INVERTER 1 SPECIFICATIONS MODULE ELECTRICAL SPECIFICATIONS SOLAREDGE SE5000A-US (16) LG LG300N1K-G4 RATED WATTS (EACH): 5000 SHORT CIRCUIT CURRENT (Isc): 9,7 AC OPERATING VOLTAGE (V): 240 OPEN CIRCUIT VOLTAGE (Voc): 39.7 AC OPERATING CURRENT (A): 21 OPERATING CURRENT (IMP): 9.26 NUMBER OF MPPT CHANNELS 0 OPERATING VOLTAGE (VIP): 32.5 INVERTER EFFICIENCY: 0.98 MAX SERIES FUSE RATING: 20 INTEGRATED DC DISCONNECT STC RATING: 300 INVERTER 1 INPUT SPECIFICATIONS PTC RATING: 273 NOMINAL CURRENT PER STRING (Inom): 13.7 DESIGN CONDITIONS NOMINAL VOLTAGE (Vnom): 350 HIGHEST 2% DB DESIGN TEMP (°C): 32 MAX SYSTEM VOLTAGE (Vmax): 500 MIN. MEAN EXTREME ANNUAL DB (°C): p MAX CURRENT PER STRING (Imax): 15 MAX INPUT CIRCUIT CURRENT (Imax): 15 P (2) #10 PV -Wire (1) #10 EGC FREE AIR 1 STRING OF D 16 MODULES OPT. CURRENT = 13.71A sunGEVITY° GENERATE POSITIVE' (2) #10 THWN-2 (1) #10 EGC 3/4" EMT (IF APPLICABLE) MIN. NEMA3R UL LISTED JUNCTION BOX WITH 90°C TERMINAL RATINGS LOCATED ON ROOF Inom = (16 x 300W)/350V = 13.7A OPERATING VOLTAGE = 350VDC (REGULATED) 200 x 1.2 = 240 240 - 200(MCB) = 40A MAX ALLOWABLE AC PV BREAKER = 40A 200A MAIN BREAKER (3) #10 THWN-2 (3) #10 THWN-2 (1) #8 GEC (1) #8 GEC 3/4" EMT 3/4" EMT METER (E) LOADS (N) SE5000A-US INVERTER W/ INTEGRATED (E) LOADS DC DISCONNECTS (N) 200A MSP INPUT 1 30A 2P 240V 2P 3-W 10 - AC r�LCUS METER DC .. OUTPUT -------- GEC --- --- - -� - -- ---- - - - - - - I I E INVERTER GEC IRREVERSIBLY SPLICED TO EXISTING GEC OR BONDED DIRECTLY TO EXISTING GROUNDING ELECTRODE cUPERTINO Buildirg Depatrnent rt I ,J� �! 4� P.EVIE`� - + OR CODE Co%IPLIANCE Reviewed By. r G CONDUIT ELEVATION: 1/2 TO 3-1/2" = 22 °C HIGH AMBIENT TEMPERATURE: 32 °C EXTREME LOW: 0°C ROOFTOP AMBIENT TEMP (Tcorr): 54°C = 0.76 CONDUIT FILL (Cfill): 1 CONTINUOUS USE = Imax * 1.25 = 15A CONDITIONS OF USE = Imax / Tcorr / Cfill = 15A/0.76/1 = 19.74A CONDUCTOR SIZE FOR 19.74A INSTALLATION SHALL USE MIN. #10 AWG 16 MODULES TOTAL 16 x 273(PTC WATTS) x 0.98 = 4281 CEC WATTS SE5000A-US MAX OUTPUT CURRENT = 21A BREAKER SIZE = 21A x 1.25 = 26.25A => 30A CUSTOMER INFORMATION: STEVEN MAYHEW 21691 LOMITA AVE CUPERTINO, CA 95014 /#2444359 DESIGNED BY: REV #: DATE: - 3.0 SSURVE 1 0 1 3/10/16 PV JGMATV INC PA FPANKI IN CT CI IITF tin nAKI ANn r.A QAA07 Rv SAIDFFP CI IPVF Date:— Locatinn MavheW - 2444359 SV1 Jneet Size' 11x1 / THESE DRAWINGS. SPECI FICA IUNa, HNU UtSIGNS ARE THE PROPtK I r Ur oUNUcvI I x INu- Nv rr I an LL ac vurltu um uocu rvK um vn 1 n rNT U I ntK VVUKn v I ncK I MAN I Ht SNtUlt-IL; rKUJt(; I ruK vvnwn 1-1 M 1 nvu 1 — — 1 1 c11 -- NEC 690.5(c) PLACE THIS LABEL ON INVERTER(S) OR NEAR GROUND -FAULT INDICATOR (ON INVERTER(S) U.O.N.) WARNING ELECTRIC SHOCK HAZARD IF A GROUND FAULT IS INDICATED, NORMALLY GROUNDED CONDUCTORS MAY BE UNGROUNDED AND ENERGIZED NEC 690.17(E) PLACE THIS LABEL ON ALL DISCONNECTING MEANS WHERE ENERGIZED IN AN OPEN POSITION WARNING ELECTRIC SHOCK HAZARD DO NOT TOUCH TERMINALS TERMINALS ON BOTH THE LINE AND LOAD SIDE MAY BE ENERGIZED IN THE OPEN POSITION NEC 705.12(D)(2)(b) PLACE THIS LABEL AT P.O.C. TO SERVICE DISTRIBUTION EQUIPMENT (I.E. MAIN PANEL (AND SUBPANEL IF APPLICABLE)) rA NEC 690.31 (E) 3 & 4; 2012 IFC 605.11.1 PLACE ON ALL JUNCTION BOXES, EXPOSED RACEWAYS EVERY 10' AND V FROM BENDS AND PENETRATIONS, ADJACENT TO THE MAIN SERVICE DISCONNECT WARNING PHOTOVOLTAIC POWER SOURCE J NEC 690.35(F) PLACE THIS LABEL AT EACH JUNCTION BOX, COMBINER BOX, DISCONNECT AND DEVICE WHERE ENERGIZED, UNGROUNDED CIRCUITS MAY BE EXPOSED DURING SERVICE: WARNING ELECTRIC SHOCK HAZARD THE DC CONDUCTORS OF THIS PHOTOVOLTAIC SYSTEM ARE UNGROUNDED AND MAY BE ENERGIZED J INTERACTIVE PHOTOVOLTAIC POWER SOURCE RATED AC OUTPUT CURRENT (A): 21 NOMINAL OPERATING AC VOLTAGE (V): 240 INVERTER 1 DC DISCONNECT PHOTOVOLTAIC SYSTEM DISCONNECT RATED MAX POWER POINT CURRENT (Imp): 13.7 RATED MAX POWER POINT VOLTAGE (Vmp): 350 MAX SYSTEM VOLTAGE (Voc): 500 SHORT CIRCUIT CURRENT (Isc): 12.1 WARNING - ��' � ���'�� { 5� 6u;lding Cepargment �,; w 3 INVERTER OUTPUT CONNECTION DO NOT RELOCATE THIS OVERCURRENT DEVICE V�EV�'rG O`r CODE CW4'!PUANNJCE G7 - NEC 705.12(D)(3) PLACE LABEL ON ALL EQUIPMENT CONTAINING Reviewed EY OVERCURRENT DEVICES IN CIRCUITS SUPPLYING POWER TO A BUSBAR OR CONDUCTORS SUPPLIED FROM MULTIPLE SOURCES. CAUTION CONTAINS MULTIPLE POWER SOURCES z",ow OV4 sunGEVITY GENERATE POSITIVE SUNGEVITY INC- 5g FRANKI IN ST CI IITF tin OAKI ANIS (A Qdfi07 Rv SAlnEPP CI IR\/F Date:— Location: Mavhew- 2444359 SV1 Sheet Size: 11x17 THESE DRAVOW,R SPECIFICATIONS. ANU DESIGNS ARE THE PROPERTY Or 5UNUtVI I Y INU. NU FAH I JHALL Ct LUI'ItU UK UJtU rUK UK VVI I n HNT U I MCK VVVKR U I ntK I MAN I Fit 5PLUHU h'KUJCU I rUN VVKIUM I ntY NAV C PCCIV UCvcL U VVI I — I — VVKI I I cN UVNJCN i (a LG Life's Good LG Neo -vAo pePao t' $AIla A J t�jCj �zt y ✓ J\e1e LG's new module, NeONT" 2 Black, adopts Cello technology. Cello technology replaces 3 busbars with 12 thin wires APPROVED PRODUCT to enhance power output and reliability. NeONT"' 2 Black V CO. 60 cell demonstrates LG's efforts to increase customer's values G E C E sC beyond efficiency. It features enhanced warranty, durability, Intertek K1,9 564573 8S EN 61215 performance under real environment, and aesthetic design PhotovoltalcMmiules suitable for roofs. Enhanced Performance Warranty LG NeONTm 2 has an enhanced performance warranty. The annual degradation has fallen from-0.7%/yr to -0.6%/yr. Even after 25 years, the cell guarantees 2.4%p more output than the previous NeONTM modules. Aesthetic Roof LG Ne0NTb1 2 has been designed with aesthetics in mind; thinner wires that appear all black at a distance. The product may increase the value of a property with its modern design. •�- Better Performance on a Sunny Day • LG NeONT"1 2 now performs better on sunny days thanks to its improved temperature coefficiency. About LG Electronics 1040& Outstanding Durability With its newly reinforced frame design, LG has extended the warranty of the NeONT"' 2 for an additional 2 years. Additionally, LG NeONT"' 2 can endure a front load up to 6000 Pa, and a rear load up to 5400 Pa. LL4�� Double -Sided Cell Structure The rear of the cell used in LG NeONT"" 2 will contribute to generation, just like the front; the light beam reflected from the rear of the module is reabsorbed to generate a great amount of additional power. LG Electronics is a global player who has been committed to expanding its capacity, based on solar energy business as its future growth engine. We embarked an a solar energy source research program in 1985, supported by LG Group's rich experience in semi -conductor, LCD, chemistry, and materials industry. We successfully released the first Mono X® series to the market in 2010, which were exported to 32 countries in the following 2 years, thereafter. In 2013, NeON" (previously known as Mono X® NeON) won "Intersolar Award'; which proved LG is the leader of innovation in the industry. LGNeON'2 BIL7ck LG3001U1 K -G4 Mechanical Properties Cells High Power Output Cell Vendor LG Compared with previous models, the LG NEON T' 2 Monocrystalline / N -type Cell Dimensions has been designed to significantly enhance its output = of Busbar 12 (Multi Wire Busbar) 0 efficiency, thereby making it efficient even in limited space. 1040& Outstanding Durability With its newly reinforced frame design, LG has extended the warranty of the NeONT"' 2 for an additional 2 years. Additionally, LG NeONT"' 2 can endure a front load up to 6000 Pa, and a rear load up to 5400 Pa. LL4�� Double -Sided Cell Structure The rear of the cell used in LG NeONT"" 2 will contribute to generation, just like the front; the light beam reflected from the rear of the module is reabsorbed to generate a great amount of additional power. LG Electronics is a global player who has been committed to expanding its capacity, based on solar energy business as its future growth engine. We embarked an a solar energy source research program in 1985, supported by LG Group's rich experience in semi -conductor, LCD, chemistry, and materials industry. We successfully released the first Mono X® series to the market in 2010, which were exported to 32 countries in the following 2 years, thereafter. In 2013, NeON" (previously known as Mono X® NeON) won "Intersolar Award'; which proved LG is the leader of innovation in the industry. LGNeON'2 BIL7ck LG3001U1 K -G4 Mechanical Properties Cells 6 x 10 Cell Vendor LG Cell Type Monocrystalline / N -type Cell Dimensions 156.75 x 156.75 mm / 6 x 6 inch = of Busbar 12 (Multi Wire Busbar) 0 Dimensions (L x W x H) 1640 x 1000 x 40 mm 64.57 x 39.37 x 1.57 inch Front Load 6000 Pa/ 125 psf Rear Load 5400 Pa/ 113 psf 0 Weight 17.0 t 0.5 kg / 37.48 t 1.1 lbs Connector Type MC4, MC4 Compatible, IP67 Junction Box IP67 with 3 Bypass Diodes Length of Cables 2 x 1000 mm / 2 x 39.37 inch Glass High Transmission Tempered Glass Frame Anodized Aluminum Certifications and Warranty Open Circuit Voltage (Voc) Certifications (In Progress) IEC 61215, IEC 61730-1/-2, ILL 1703, ISO 9001, IEC 62716 (Ammonia Test), IEC 61701 (Salt Mist Corrosion Test) Module Fire Performance Type 2 (UL 1703) Product Warranty 12 years 0 Output warranty of Pmax (measurement Tolerance t 3%) Linear warranty* • 1) 1 st year 98%, 2) After 2nd year 0.6%p annual degradation, Temperature Coefficients 3) 83.6%for 25 years NOCT 46 t 3 °C Pmpp -0.38 %/°C Voc -0.28 %/°C Isc 0.02 %/°C Characteristic Curves ,o.ao 8.00 6.00 4O 2.00 I r r r r .. q1 i V,(", (v) 0.00 Soo 10.00 1500 2000. 25.00 30.00 35.00 40.00 45.00 0 KC P_ 40 -25 0 2S So 75 ® LG North America Solar Business Team LG Electronics U.S.A. Inc Lifes Good 1000 Sylvan Ave, Englewood Cliffs, NJ 07632 Contact: Ig.solar@ige.com www.igsolarusa.com J Temper (Y) 90 Electrical Properties (STC * NGCT (Nominal Operating Cell Temperature) Irradiance 800 W/m2. ambient temperature 20 °C. wind speed 1 m/s Dimensions (mm/in) 'The distance between the center of the mounting/grounding holes Product specifications are subject to change without notice. DS -N2 -60 -K -G -F -EN -50427 Copyright ® 2015 LG Electronics. All rights reserved. Innovation for a Better Life 01/04/2015 300 W MPP Voltage (Vmpp) 32.5 MPP Current (Impp) 9.26 Open Circuit Voltage (Voc) 39.7 Short Circuit Current (Isc) 9.70 Module Efficiency (%) 18.3 Operating Temperature (aC) -40 - +90 Maximum System Voltage (V) 1000 Maximum Series Fuse Rating (A) 20 Power Tolerance (%) +3 0-3 ' STC (Standard Test Condition): Irradiance 1000 W/m', Module Temperature 25 °C, AM 1.5 * The nameplate power output is measured and determined by US Electronics at its sole and absolute discretion. •The typical change in module efficiency at 200 W/m' in relation to 1000 W/m' is -3.0%. Electrical Properties (NOCT*) 300 W Maximum Power (Pmpp) 218 MPP Voltage (Vmpp) 29.5 MPP Current (Impp) 7.38 Open Circuit Voltage (Voc) 365 Short Circuit Current (Isc) 7.83 NGCT (Nominal Operating Cell Temperature) Irradiance 800 W/m2. ambient temperature 20 °C. wind speed 1 m/s Dimensions (mm/in) 'The distance between the center of the mounting/grounding holes Product specifications are subject to change without notice. DS -N2 -60 -K -G -F -EN -50427 Copyright ® 2015 LG Electronics. All rights reserved. Innovation for a Better Life 01/04/2015 AUTHORIZATION TO MARK This authorizes the application of the Certification Mark(s) shown below to the models described in the Product(s) Covered section when made in accordance with the conditions set forth in the Certification Agreement and Listing Report. This authorization also applies to multiple listee model(s) identified on the correlation page of the Listing Report. This document is the property of Intertek Testing Services and is not transferable. The certification mark(s) may be applied only at the location of the Party Authorized To Apply Mark. Applicant Address Country: Contact: Phone: FAX: Email: LG Electronics Inc. 168, Suchul-daero, Solar Business Division (Solar Factory), Gumi-si, Gyeongsangbuk-do 730-903, Republic of Korea Republic of Korea Mr. Jeongwon Choi +82-54-4690386 +82-54-4607931 jeongwon7.choi@lge.com Manufacturer: LG Electronics Inc. Party Authorized To Apply Mark: Same as Manufacturer Report Issuing Office: Intertek Testing Services Shanghai Control Number: 5000343 Authorized by: Thomas J. Pathori, CertificRo� h Manager crsreo us Intertek t This document supersedes all previous Authorizations to Mark for the noted Report Number. �Y This Authorization to Mark is for the exclusive use of Intertek's Client and is provided pursuant to the Certification agreement between Intertek and its Client Intertek's responsibility and liability are limited to the terms and conditions of the agreement. Intertek assumes no liability to any party, other than to the Client in accordance with the agreement, for any loss, expense or damage occasioned by the use of this Authorization to Mark Only the Client is authorized to pemit copying or distribution of this Authorization to Mark and then only in its entirety. Use of Intertek's Certification mark is restricted to the conditions laid out in the agreement and in this Authorization to Mark. Any further use of the Intertek narne for the sale or advertisement of the tested material, product or service must first be approved in miting by Intertek_ Initial Factory Assessments and Follow up Services are for the purpose of assuring appropriate usage of the Certification mark in accordance with the agreement, they are not for the purposes of production quality control and do not relieve the Client of their obligations in this respect. Intertek Testing Services NA Inc. 545 East Algonquin Road, Arlington Heights, IL 60005 Telephone 800-345-3851 or 847-439-5667 Fax 312-283-1672 UL 1703 2002/03/15 Ed:3 Rev:2014/11/18 Standard(s): UL Standard for Safety Flat -Plate Photovoltaic Modules and Panels Product: Crystalline Silicon Photovoltaic modules Brand Name: LG Electronics LGxxxN 1 C -G4 ('xxx' is the number from 280 to 340, in step of 5), LGxxxN 1 W -G4 ('xxx' is the number from 280 to 340, in step of 5), Models: LGxxxS1C-G4 ('xxx' is the number from 250 to 300, in step of 5), LGxxxS1 W -G4 ('xxx' is the number from 250 to 300, in step of 5), LGxxxN 1 K -G4 ('xxx' is the number from 280 to 330, in step of 5). ATM for Report 150201020SHA-001 Page 1 of 1 ATM Issued: 28 -Apr -2015 FD 16 3.15 (1 -fan -13) Mandatory Mechanical Installation Mounting Methods General Information • Select the appropriate orientation to maximize sunlight exposure. • Module should not be mounted or stored in a way that the front/top glass faces downward in order to prevent water from entering the junction box, which could cause a safety hazard. • Clearance between the solar module frames and structures such as roofs or ground is required to prevent wiring damage and to allow air to circulate behind the solar module. The recommended standoff height is a minimum of 100mm. • When installed on a roof, the solar module must be mounted over a fire-resistant roof covering rated for the application. The fire resistance of the solar module is class C after ANSI/UL790. • A slope less than 5in/ft is required to maintain a fire class rating. • The solar module is only IEC listed for use when its factory frame is fully intact. • Removal or alteration must be done by an authorized and qualified individual • Creating additional mounting holes may damage the solar module and reduce the strength of the frame. • We recommend a 6mm gap between module frames to avoid tension from thermal expansion. • The fire rating of this module is valid only when mounted in the manner specified in the mechanical mounting instructions. • The module is considered to be in compliance with UL1703 only when the module in mounted in the manner specified by the mounting instructions below. • The solar module may be mounted by using the following methods: ('Torque:8--12Nm ) • When installing modules in heavy snow areas, special care should be taken to install the modules in a manner that provides sufficient design strength while meeting local code requirements. • LG modules (Fire performance : Type 2) shall be mounted with racking and mounting products certified and listed for system fire class rating in accordance with UL1703 edition 2014 and UL2703 edition 2014. • It is recommended to check with local authorities for fire safety guidelines and requirements for any building or structure on to which the panels will be installed. Mounting by using frame bolts holes • Secure the solar module to the structure by using the factory mounting holes. • Four M6 stainless steel bolts, four nuts, four spring washers, and eight flat washers are recommended per solar module. • For rear loads 5400Pa, modules should be fastened with four M8 stainless steel bolts, four nuts, four spring washers, and eight flat washers. • The module may be fastened to a support by using both the outer and inner bolt holes of the frame. • Each module should be securely fastened at a minimum 4 points on two opposite sides. • Specific information on the solar module dimensions and location of mounting holes is provided in 'Product Specifications'. Module frame Bolt Flat washer Flat washer Spring washer Nut Support • Tighten the bolt securely by using the combination shown above. Place the spring washer between the Flat washer and Nut. Mounting by using clamps • The module may be fastened to a support by using clamps on both the long edge and the short edge of the modules. • Specific information on location of clipping is provided in `Mechanical Installation Scene'. (Refer to next page) More than 10mm 168, Suchul-daero, Solar Business Division (Solar Factory), Gumi-si, Address: Gyeongsangbuk-do 730-903, Republic of Korea Country: Republic of Korea Contact: Mr. Jeongwon Choi Phone: +82-54-4690386 FAX: +82-54-4607931 Email: jeongwon7.choi@lge.com Party Authorized To Apply Mark: Same as Manufacturer Report Issuing Office: Intertek Testing Services Shanghai Control Number: 5000343 Authorized by: Thomas J. Pathori, CertificRo� h Manager crsreo us Intertek t This document supersedes all previous Authorizations to Mark for the noted Report Number. �Y This Authorization to Mark is for the exclusive use of Intertek's Client and is provided pursuant to the Certification agreement between Intertek and its Client Intertek's responsibility and liability are limited to the terms and conditions of the agreement. Intertek assumes no liability to any party, other than to the Client in accordance with the agreement, for any loss, expense or damage occasioned by the use of this Authorization to Mark Only the Client is authorized to pemit copying or distribution of this Authorization to Mark and then only in its entirety. Use of Intertek's Certification mark is restricted to the conditions laid out in the agreement and in this Authorization to Mark. Any further use of the Intertek narne for the sale or advertisement of the tested material, product or service must first be approved in miting by Intertek_ Initial Factory Assessments and Follow up Services are for the purpose of assuring appropriate usage of the Certification mark in accordance with the agreement, they are not for the purposes of production quality control and do not relieve the Client of their obligations in this respect. Intertek Testing Services NA Inc. 545 East Algonquin Road, Arlington Heights, IL 60005 Telephone 800-345-3851 or 847-439-5667 Fax 312-283-1672 UL 1703 2002/03/15 Ed:3 Rev:2014/11/18 Standard(s): UL Standard for Safety Flat -Plate Photovoltaic Modules and Panels Product: Crystalline Silicon Photovoltaic modules Brand Name: LG Electronics LGxxxN 1 C -G4 ('xxx' is the number from 280 to 340, in step of 5), LGxxxN 1 W -G4 ('xxx' is the number from 280 to 340, in step of 5), Models: LGxxxS1C-G4 ('xxx' is the number from 250 to 300, in step of 5), LGxxxS1 W -G4 ('xxx' is the number from 250 to 300, in step of 5), LGxxxN 1 K -G4 ('xxx' is the number from 280 to 330, in step of 5). ATM for Report 150201020SHA-001 Page 1 of 1 ATM Issued: 28 -Apr -2015 FD 16 3.15 (1 -fan -13) Mandatory Mechanical Installation Mounting Methods General Information • Select the appropriate orientation to maximize sunlight exposure. • Module should not be mounted or stored in a way that the front/top glass faces downward in order to prevent water from entering the junction box, which could cause a safety hazard. • Clearance between the solar module frames and structures such as roofs or ground is required to prevent wiring damage and to allow air to circulate behind the solar module. The recommended standoff height is a minimum of 100mm. • When installed on a roof, the solar module must be mounted over a fire-resistant roof covering rated for the application. The fire resistance of the solar module is class C after ANSI/UL790. • A slope less than 5in/ft is required to maintain a fire class rating. • The solar module is only IEC listed for use when its factory frame is fully intact. • Removal or alteration must be done by an authorized and qualified individual • Creating additional mounting holes may damage the solar module and reduce the strength of the frame. • We recommend a 6mm gap between module frames to avoid tension from thermal expansion. • The fire rating of this module is valid only when mounted in the manner specified in the mechanical mounting instructions. • The module is considered to be in compliance with UL1703 only when the module in mounted in the manner specified by the mounting instructions below. • The solar module may be mounted by using the following methods: ('Torque:8--12Nm ) • When installing modules in heavy snow areas, special care should be taken to install the modules in a manner that provides sufficient design strength while meeting local code requirements. • LG modules (Fire performance : Type 2) shall be mounted with racking and mounting products certified and listed for system fire class rating in accordance with UL1703 edition 2014 and UL2703 edition 2014. • It is recommended to check with local authorities for fire safety guidelines and requirements for any building or structure on to which the panels will be installed. Mounting by using frame bolts holes • Secure the solar module to the structure by using the factory mounting holes. • Four M6 stainless steel bolts, four nuts, four spring washers, and eight flat washers are recommended per solar module. • For rear loads 5400Pa, modules should be fastened with four M8 stainless steel bolts, four nuts, four spring washers, and eight flat washers. • The module may be fastened to a support by using both the outer and inner bolt holes of the frame. • Each module should be securely fastened at a minimum 4 points on two opposite sides. • Specific information on the solar module dimensions and location of mounting holes is provided in 'Product Specifications'. Module frame Bolt Flat washer Flat washer Spring washer Nut Support • Tighten the bolt securely by using the combination shown above. Place the spring washer between the Flat washer and Nut. Mounting by using clamps • The module may be fastened to a support by using clamps on both the long edge and the short edge of the modules. • Specific information on location of clipping is provided in `Mechanical Installation Scene'. (Refer to next page) More than 10mm solar SolarEdge Single Phase Inverters Fur Nor il, America SE3000A-US / SE380OA-US / SE5000A-US / SE6000A-US / SE760OA-US / SE10000A-US / SE1140OA-US 4 The best choice for SolarEdge enabled systems - Integrated arc fault protection for NEC 2011 690.11 compliance - Rapid shutdown for NEC 2014 690.12 - Superior efficiency (98%) - Small, lightweight and easy to install on provided bracket - Built-in module -level monitoring - Internet connection through Ethernet or Wireless - Outdoor and indoor installation - Fixed voltage inverter, DC/AC conversion only - Pre -assembled Safety Switch for faster installation - Optional - revenue grade data, ANSI C12.1 USA - GERMANY - ITALY - FRANCE - JAPAN - CHINA - AUSTRALIA - THE NETHERLANDS - UK - ISRAEL www.sola redge. us solar Single Phase Inverters for North America SE3000A-US / SE380OA-US / SE5000A-US / SE6000A-US / SE760OA-US / SE10000A-US / SF1140OA-US SE3000A-US I SE380OA-US SESOOOA-US 1 SE6000A-US SE7600A US SE10000A-US SE1140OA-US OUTPUT _ Nominal AC Power Output 3000 3800 5000 6000 7600 9980 @208V 11400 VA Nom. DC Input Voltage 325 @ 208V / 350 @1. 240V ............. Max. Input Current1�1 16.5 @ 208V 33 @ 208V 9.5 13 18 23 34.5 Adc 10000.@240V , 40V 15,5 @, 240V .............. ................ .......... 240V .................. ...30.P Max. AC Power Output 3300 4150 5400 @ 208V 6000 8350 10800 @ 208V 12000 VA ............................................................... 97.7 98.2 98.3 98.3 98 98 98 ..........5450,@240V . ................ ................ �o .10950,@240V .............................. 98 @ 240V .. ................ ................ ..97.5 @.240V.. . AC Output Voltage Min: Nom: Max!') < 2.5 <4 W ADDITIONAL FEATURES Supported Communication Interfaces ................................................................................................................................................................................ RS485, RS232, Ethernet, ZigBee (optional) Revenue Grade Data, AN51 C12.1 ... .....P ........ ............................................. Optionall3) _ _..... ................,.... ................... _................... ... ................... 183 - 208 - 229 Vac ...........11.-_ ....................................................................................................... Rapid Shutdown - NEC 2014 690.12 Yes STANDARD COMPLIANCE - Safety ........................................ ........ .............................................. Grid Connection StandardsIEEE1547 ..................................................................... AC Output Voltage Min: Nom: Max.(t) ✓ ✓ ✓ ✓ ✓ ✓ 211- 240 - 264 Vac 3/4" minimum / 1-2 strings / 16-6 AWG 3/4" minimum / 1-3 strings / .rang? .................... AWG, . ................................................. _... 14-6 AWG .... ... .........,..................... .... .... .. Dimensions with Safety Switch ... 30.5 x 12.5 x 10.5 / 30.5x12.5x7.2/775x315x184 in / ......................................................................................... AC Frequency Min, .Nom;-Max.l3l ...775 x 315 x 260........ .mm..,. Weight with Safety Switch ...... ........... 59.3 - 60 - 60.5 ....... . .IP/A.. ........... Hz Max. Continuous Output Current 12.5 16 24 @ 208V 25 32 48 @ 2. 47.5 A ..............................................................................1.x°.240.... ................................. replaceable). 2 V ............... ............... dBA 4 4 V .... 2 @. 2................ ....... ... .... . ..GFDI ... Threshold ......................................................................... .ty............,. .an.ding ........................................ ............. ...................... ..................... ...... .I........ Protection Rating 1.......... .... .............................................................. A Utili.Monitoring.. Isl.Protection, Country Configurable Thresholds Yes Yes INPUT -------- - Maximum DC Power(STC) 4050 5100 6750 8100 10250 13500 15350 ............. W Transformer -less, Ungrounded .............................................................................................................................................................................. Yes ........ . Max. Input Voltage 500 Vdc Nom. DC Input Voltage 325 @ 208V / 350 @1. 240V Vdc Max. Input Current1�1 16.5 @ 208V 33 @ 208V 9.5 13 18 23 34.5 Adc 40V 15,5 @, 240V .............. ................ .......... 240V .................. ...30.P Max. Input Short Circuit Current45 ................................................................................................. .............................................................. Adc Reverse-PolarityProtection ............................................................................................. Yes .................................................................... .......... Ground -Fault Isolation Detection 600ka Sensitivity ........... ................ ............................................................... Maximum Inverter Efficiency 97.7 98.2 98.3 98.3 98 98 98 % ................................................... CEC Weighted Efficiency 97.5 98 97 @ 208V 97.5 97.5 97 @ 208V 97.5 �o 98 @ 240V .. ................ ................ ..97.5 @.240V.. . Nighttime Power Consumption < 2.5 <4 W ADDITIONAL FEATURES Supported Communication Interfaces ................................................................................................................................................................................ RS485, RS232, Ethernet, ZigBee (optional) Revenue Grade Data, AN51 C12.1 ... .....P ........ ............................................. Optionall3) _ _..... ................,.... ................... _................... ... ................... Rapid Shutdown - NEC 2014 690.12 Yes STANDARD COMPLIANCE - Safety ........................................ ........ UL1741, UL1699B, UL1998 , CSA 22.2 .... .................._.............. ................................. .... ....,......,..... ,.......... ...,............ Grid Connection StandardsIEEE1547 ..................................................................... ... .................................................. ..... ...... ........ _............. Emissions FCC part15 class 8 INSTALLATION SPECIFICATIONS AC output conduit size / AWG range 3/4" minimum / 16-6 AWG 3/4" minimum / 8-3 AWG DC input conduit size / # of strings/ 3/4" minimum / 1-2 strings / 16-6 AWG 3/4" minimum / 1-3 strings / .rang? .................... AWG, . ................................................. _... 14-6 AWG .... ... .... .... .. Dimensions with Safety Switch ... 30.5 x 12.5 x 10.5 / 30.5x12.5x7.2/775x315x184 in / �HxNixD)........... .................. ...775 x 315 x 260........ .mm..,. Weight with Safety Switch ...... 5.1..2./.2 3.2 .......... ... I ............... 54.7./ 24.7. 88:4 40.1 .. .IP/A.. Natural convection Cooling Natural Convection and internal Fans (user replaceable) fan (user ........................................ ................................. replaceable). Noise < 25 < 50 dBA ........................................................................................................ Min: Max. Operating Temperature .............. -13 to +140 / -25 to +60 (-40 to +60 version available (4)) 'F /'C Rand?.......... ........................................ ............. ...................... ..................... ...... .I........ Protection Rating NEMA 3R 131 For other regional settings please contact SolarEdge support. 1�1 A higher current source may be used; the inverter will limit its input current to the values stated 131 Revenue grade inverter P/N: 5ExxxxA-US000NNR2 (for 760OW inverter:5E7600A-1.15002NNR2). 14) -40 version P/N: SExxxxA-US000NNU4 (for 760OW inverter:SE7600A-US002NNU4). AUTHORIZATION TO MARK This authorizes the application of the Certification Mark(s) shown below to the models described in the Product(s) Covered section when made in accordance with the conditions set forth in the Certification Agreement and Listing Report. This authorization also applies to multiple listee model(s) identified on the correlation page of the Listing Report. This document is the property of Intertek Testing Services and is not transferable. The certification mark(s) may be applied only at the location of the Party Authorized To Apply Mark. Applicant: SolarEdge Technologies Ltd Address: 6 Ha'Harash Street 45240 Hod Hasharon Country: Israel Party Authorized To Apply Mark: Same as Manufacturer Report Issuing Office: Cortland, NY 13045 Control Number: 4004590 Authorized by: Manufacturer: Jabil Circuit (Guangzhou) LTD DEV EAST DISTRICT 128 JUN CHENG RD Address: GUANGZHOU GUANGDONG 510530 CHINA Country: China Contact: Elaine Ouyang Phone: 020-2805-4025/ 135-7023-5852 FAX: NA Email: Elaine.ouyang@jabil.com for Thomas J. Patterson, Certification Manager OT CUS STE Intertek This document supersedes all previous Authorizations to Mark for the noted Report Number. This Authorization to Mark is for the exclusive use of Intertek's Client and is provided pursuant to the Certification agreement between Intertek and its Client. Intertek's responsibility and liability are limited to the terms and conditions of the agreement. Intertek assumes no liability to any party, other than to the Client in accordance with the agreement, for any loss expense or damage occasioned by the use of this Authorization to Mark. Only the Client is authorized to permit copying or distribution of this Authorization to Mark and then only in its entirety Use of Intertek's Certification mark is restricted to the conditions laid out in the agreement and in this Authorization to Mark. Any further use of the Intertek name for the sale or advertisement of the tested material, product or service must first be approved in writing by Intertek. Initial Factory Assessments and Follow up Services are for the purpose of assuring appropriate usage of the Certification mark in accordance with the agreement, they are not for the purposes of production quality control and do not relieve the Client of their obligations in this respect. Intertek Testing Services NA Inc. 545 East Algonquin Road, Arlington Heights, IL 60005 Telephone 800-345-3851 or 847-439-5667 Fax 312-283-1672 UL 1741 Standard for Safety for Inverters, Converters, Controllers and Interconnection System Equipment for Use With Distributed Energy Resources, Second Edition Dated: January 28, 2010 CSA C22.2 107.1 Issue:2001 /09/01 Ed:3 General Use Power Supplies - (R2011) Standard(s): UL SUBJECT 1699B, Outline of Investigation for Photovoltaic (PV) DC Arc -Fault Circuit Protection - Issue No.2, 2013/01/14 CSA TIL M-07, Interim Certification Requirements for Photovoltaic (PV) DC Arc -Fault Protection - Issue No. 1, 2013/03/11 ATM for Report 3188027CRT-001 a Page 1 of 8 ATM Issued: 13 -Nov -2014 ED 16.3 15 (1 -Jan -13) Mandatory AUTHORIZATION TO MARK Product: Utility Interactive Inverter Brand Name: SolarEdge Models: 7 models: SE3000, SE3300, SE3800, SE5000, SE6000, SE7000, SE7600 (Option: followed by A to indicate Interface board, etc.) �uil�ing D�� :: t Aof A4z 01DE GpC>1lPL1A�` Reviev+'ed By ATM for Report 3188027CRT-001 a Page 2 of 8 ATM Issued: 13 -Nov -2014 ED 16.3.15 (1 -Jan -13) Mandatory Mr. Oren Bachar or Contact: Mr. Meir Adest +972 9 957 6620 #293 or Phone: +972 9 957 6620 #131 FAX: +972 9 957 6591 Email: OREN. B@SOLAREDGE.COM Party Authorized To Apply Mark: Same as Manufacturer Report Issuing Office: Cortland, NY 13045 Control Number: 4004590 Authorized by: Manufacturer: Jabil Circuit (Guangzhou) LTD DEV EAST DISTRICT 128 JUN CHENG RD Address: GUANGZHOU GUANGDONG 510530 CHINA Country: China Contact: Elaine Ouyang Phone: 020-2805-4025/ 135-7023-5852 FAX: NA Email: Elaine.ouyang@jabil.com for Thomas J. Patterson, Certification Manager OT CUS STE Intertek This document supersedes all previous Authorizations to Mark for the noted Report Number. This Authorization to Mark is for the exclusive use of Intertek's Client and is provided pursuant to the Certification agreement between Intertek and its Client. Intertek's responsibility and liability are limited to the terms and conditions of the agreement. Intertek assumes no liability to any party, other than to the Client in accordance with the agreement, for any loss expense or damage occasioned by the use of this Authorization to Mark. Only the Client is authorized to permit copying or distribution of this Authorization to Mark and then only in its entirety Use of Intertek's Certification mark is restricted to the conditions laid out in the agreement and in this Authorization to Mark. Any further use of the Intertek name for the sale or advertisement of the tested material, product or service must first be approved in writing by Intertek. Initial Factory Assessments and Follow up Services are for the purpose of assuring appropriate usage of the Certification mark in accordance with the agreement, they are not for the purposes of production quality control and do not relieve the Client of their obligations in this respect. Intertek Testing Services NA Inc. 545 East Algonquin Road, Arlington Heights, IL 60005 Telephone 800-345-3851 or 847-439-5667 Fax 312-283-1672 UL 1741 Standard for Safety for Inverters, Converters, Controllers and Interconnection System Equipment for Use With Distributed Energy Resources, Second Edition Dated: January 28, 2010 CSA C22.2 107.1 Issue:2001 /09/01 Ed:3 General Use Power Supplies - (R2011) Standard(s): UL SUBJECT 1699B, Outline of Investigation for Photovoltaic (PV) DC Arc -Fault Circuit Protection - Issue No.2, 2013/01/14 CSA TIL M-07, Interim Certification Requirements for Photovoltaic (PV) DC Arc -Fault Protection - Issue No. 1, 2013/03/11 ATM for Report 3188027CRT-001 a Page 1 of 8 ATM Issued: 13 -Nov -2014 ED 16.3 15 (1 -Jan -13) Mandatory AUTHORIZATION TO MARK Product: Utility Interactive Inverter Brand Name: SolarEdge Models: 7 models: SE3000, SE3300, SE3800, SE5000, SE6000, SE7000, SE7600 (Option: followed by A to indicate Interface board, etc.) �uil�ing D�� :: t Aof A4z 01DE GpC>1lPL1A�` Reviev+'ed By ATM for Report 3188027CRT-001 a Page 2 of 8 ATM Issued: 13 -Nov -2014 ED 16.3.15 (1 -Jan -13) Mandatory June 20, 2014 Mr. Meir Adest SolarEdge Technologies Ltd 6 Ha'Harash St. HOD HASHARON, ISRAEL 3933 US Route 11 Cortland, NY 13045 Telephone: (607) 753-6711 Facsimile: (607) 756-9891 www.intertek.com Letter Report No. 101703554CRT-001 Project No. G101703554 Ph: +972.9.957.6620 email: meir.a@solaredge.com Subject: ETL Evaluation of SolarEdge Products to NEC Rapid Shutdown Requirements Dear Mr. Meir Adest, This letter represents the testing results of the below listed products to the requirements contained in the following standards: National Electric Code, 2014, Section 690.12 requirement for rapid shutdown. This investigation was authorized by signed Quote 500534459 dated 06/10/2014. Rapid shutdown test were perform at SolarEdge Technologies Ltd, 6 Ha'Harash St HOD HASHARON, ISRAEL and witness by Intertek personal on 06/17/2014. The evaluation covers installations consisting of optimizers and inverters with part numbers listed below. The testing done has verified that controlled conductors are limited to not more than 30 volts and 240 volt- amperes within 10 seconds of rapid shutdown initiation. Applicable products: • Power optimizers: o PBxxx-yyy-zzzz; where xxx is any number, 0-9, up to a maximum value where xxx = 350; yyy could be AOB or TFI; and zzzz is any combination of four letters and numbers. o OP -XXX -LV, OP -XXX -MV, OP -XXX -IV, OP -XXX -EV; where xxx is any number, 0-9. o Paaa, Pbbb, Pccc, Pddd, Peee; where aaa, bbb, ccc, ddd, eee is any number, 0-9 to a maximum upto aaa=300, bbb=350 ccc=500, ddd=600, eee=700. o Pxxx, Pyyy, Pzzz, Pmmm, Pnnn and P000; where xxx, yyy, zzz is any number, 0-9 to a maximum up to xxx=300, yyy=350, zzz=500; where mmm, nnn, 000 is any number, 0-9 to a maximum up to mmm=405, nnn=300, 000=350 • 1 -ph Inverters: o SE3000A-US / SE380OA-US / SE5000A-US / SE6000A-US / SE760OA-US / SE1000OA-US / SE1140OA-US when the SolarEdge rapid shutdown cable labeled "MCI-CB-xxxxx-x" which is part of kit SE1000-RSD-xx is installed in the inverter Safety Switch where xxxxx-xx is any number; inverter part number may be followed by a suffix Page 1 of 2 This report is for the exclusive use of Intertek's Client and is provided pursuant to the agreement between Intertek and its Client. Intertek's responsibility and liability are limited to the terms and conditions of the agreement. Intertek assumes no liability to any party, other than to the Client in accordance with the agreement, for any loss, expense or damage occasioned by the use of this report. Only the Client is authorized to permit copying or distribution of this report and then only in its entirety. Any use of the Intertek name or one of its marks for the sale or advertisement of the tested material, product or service must first be approved in writing by Intertek. The observations and test results in this report are relevant only the sample tested. This report by itself does not imply that the material, product or service is or has ever been under an Intertek certification program. 4> I �ii�eice- i o' Inte-tek Intertek Intertek Intertek Intenek Intertek Intertek Testing Services NA, Inc. SD 12.1.2 (11/11/10) Informative SolarEdge Technologies Ltd Letter Report 101703554CRT-001 June 20th, 2014 • 3 -ph Inverters: o SE9KUS / SE10KUS / SE20KUS when the SolarEdge rapid shutdown cable labeled "MCI-CB-xxxxx- x" which is part of kit SE1000-RSD-xx is installed in the inverter Safety Switch where xxxxx-xx is any number; inverter part number may be followed by a suffix This letter report completes this portion of the evaluation covered by Intertek Project No.G101703554. If there are any questions regarding the results contained in this report, or any of the other services offered by Intertek, please do not hesitate to contact the undersigned. Please note, this Letter Report does not represent authorization for the use of any Intertek certification marks. Completed by: Radhe Patel Title: Engineering Team Lead Signature: �. Date June 20 . 2014 Intertek Testing Services NA, Inc. Reviewed by: Howard Liu Title: Staff Engineer r Signature Date: June 20"', 2014 � dent Geta , X � 'ng s - f A Page 2 of 2 SD 12.1.2 (11/11/10) Informative solar -.. SolarEdge Power Optimizer Module Add -On For North America P300 / P400 / P405 A PV power optimization at the module -level — Up to 25% more energy — Superior efficiency (99.5%) — Mitigates all types of module mismatch losses, from manufacturing tolerance to partial shading — Flexible system design for maximum space utilization — Fast installation with a single bolt — Next generation maintenance with module -level monitoring — Module -level voltage shutdown for installer and firefighter safety USA - GERMANY - ITALY - FRANCE - JAPAN - CHINA - ISRAEL - AUSTRALIA www.solaredge.us solar=ee SolarEdge Power Optimizer Module Add -On for North America P300 / P400 / P405 Maximum pAdc Out ut Current 15 ................_.................. ......... ..... ............ Maximum Output Voltage 60 85 ( Vdc OUTPUT DURING STANDBY (POWER OPTIMIZER DISCONNECTED FROM INVERTER OR INVERTER OFF) Safety Output Voltage per Power Optimizer 1 Vdc STANDARD COMPLIANCE EMC FCC Part15 Class B, IEC61000-6-2, IEC61000-6-3 Safety ............. ,. .. IEC62109-1(class II.safety), UL1741 RoHS Yes INSTALLATION SPECIFICATIONS P300 P400 P405 Vdc Pxxx-2 series (for 64 -cell modules) (for 72 & 96 -cell modules) (for thin film modules) Dimensions (W x L x H) Pxxx-5 series INPUT mm/in 5x5.97x1.08 5x5...... 7 5x5.97x1.89 Rated Input DC Powerltl300 .............. ........ 400 405 ..... ......_......... ........... .. ........ W I....I...... Absolute Maximum Input Voltage 48 80 125 Vdc . (Voc at lowest temperature). ...........,.............. MC4 Compatible .......................... ............... .... ........ Output. Wire Type/,C(?nnector MPPT Operating Range ............ 8 - 48 ............. ...... ..... .... ..............8 - 80 ............. .......... ,12.5 -105.......... Vdc .... ..... Maximum Short Circuit Current (4l;)10 Operating Temperature Range ....... . Adc Maximum DC Input Current ...................... 12.5 .............. Adc MaximumEfficiency ........... .................................. ......99.5...,............ % ............................ Weighted Efficiency iii Rated STC power of the module. Module of up to +5% power tolerance ............. 98.8.................................. %. ............................................. Overvolta a Category II OUTPUT DURING OPERATION (POWER OPTIMIZER CONNECTED TO OPERATING INVERTER) Maximum pAdc Out ut Current 15 ................_.................. ......... ..... ............ Maximum Output Voltage 60 85 ( Vdc OUTPUT DURING STANDBY (POWER OPTIMIZER DISCONNECTED FROM INVERTER OR INVERTER OFF) Safety Output Voltage per Power Optimizer 1 Vdc STANDARD COMPLIANCE EMC FCC Part15 Class B, IEC61000-6-2, IEC61000-6-3 Safety ............. ,. .. IEC62109-1(class II.safety), UL1741 RoHS Yes INSTALLATION SPECIFICATIONS Maximum Allowed System Voltage 1000 Vdc Pxxx-2 series 141 x 212 x 40.5 / 5.55 x 8.34 x 1.59 '4-8-/ mm/in Dimensions (W x L x H) Pxxx-5 series 128 x 152 x 27.5 / 128 x 152 x 35 / 128 x 152 x mm/in 5x5.97x1.08 5x5...... 7 5x5.97x1.89 xx_ ............................... Weight (including cables) Pxxx-2 series 950 / 2.1 .............. 5 ............... gr / Ib Pxxx-5 series .................770 / 1.7...........1...........930 / 2.05........... ...........9.301.2'.05 .......... In ut Connector P. .. ......................... ...........,.............. MC4 Compatible Output. Wire Type/,C(?nnector Double Insulated; Amphenpl Output Wire Length ..... 0.95 / 3.0.... .... �..........................­1.2/3.9.. ....... .... I. m /ft. . Operating Temperature Range -40 - +85 / -40 - +185 'C/'F Pxxx-2 series IP65 / NEMA4 gr / Ib ProtectionRating ........ Pxxx-5 series . ................. . . ............. ........................................................ . IP68 / NEMA6P .................................................. gr / Ib .. .. .... ............................................................................................ Relative Humidity ......................... .. 1...-.- 0- 100.....................................................�°...... ............. iii Rated STC power of the module. Module of up to +5% power tolerance allowed. PV SYSTEM DESIGN USING SINGLE PHASE THREE PHASE 208V THREE PHASE 480V A SOLAREDGE INVERTER (2) _ Minimum String Length 8 _ 10 18 (Power Optimizers) Maximum String Length 25 25 50 (Power Optimizers) ..Maximum Power per.String ...................... . ............5250.......... 6000 12750 W .... . Parallel Strings of Different Lengths or Orientations Yes i:i it is not allowed to mix P405 with P300/P350/P400/P600/P700 in one string. IRONRIDGE Roof Mount System 11111111EQ111111110 AUTHORIZATION TO MARK tio t��� Cepa .• n G O IronRidge builds the strongest roof mounting system in solar. Every component has been tested to the limit and proven in extreme environments. Our rigorous approach has led to unique structural features, such as curved rails and reinforced flashings, and is also why our products are fully certified, code compliant and backed by a 20 -year warranty. Strength Tested All components evaluated for superior structural performance. Class A Fire Rating Certified to maintain the fire resistance rating of the existing roof. Integrated Grounding UL 2703 system eliminates separate module grounding components. PE Certified Pre -stamped engineering letters available in most states. Design Software Online tool generates a complete bill of materials in minutes. 20 Year Warranty e Twice the protection offered by 51 competitors. This authorizes the application of the Certification Mark(s) shown below to the models described in the Product(s) Covered section when made in accordance with the conditions set forth in the Certification Agreement and Listing Report. This authorization also applies to multiple listee model(s) identified on the correlation page of the Listing Report. This document is the property of Intertek Testing Services and is not transferable. The certification mark(s) may be applied only at the location of the Party Authorized To Apply Mark. Applicant: IronRidge, Inc. Manufacturer: IronRidge, Inc. Address: 1495 Zephyr Ave Address: 1435 Baechtel Road Hayward, CA 94544 Willits, CA 95490 Country: USA Country: USA Contact: Yann Schwarz Contact: Jim Norsworthy Phone: (800) 227-9523 Phone: (800) 227-9523 (510)225-0973 FAX: (707) 459-1833 FAX: (707) 459-1833 Email: yschwarz@ironridge.com Email: jnorsworthy@ironridge.com Party Authorized To Apply Mark: Same as Manufacturer Report Issuing Office: Lake Forest, CA GOIQII� Control Number: 4007559 Authorized by: for Thomas J. Patterson, Certification Manager ETL CLASSIFIED x US Intertek This document supersedes all previous Authorizations to Mark for the noted Report Number. This Authorization to Mark is for the exclusive use of Intertek's Client and is provided pursuant to the Certification agreement between Intertek and its Client. Intertek's responsibility and liability are limited to the terms and conditions of the agreement. Intertek assumes no liability to any party, other than to the Client in accordance with the agreement, for any loss, expense or damage occasioned by the use of this Authorization to Mark. Only the Client is authorized to permit copying or distribution of this Authorization to Mark and then only in its entirety. Use of Intertek's Certification mark is restricted to the conditions laid out in the agreement and in this Authorization to Mark. Any further use of the Intertek name for the sale or advertisement of the tested material, product or service must first be approved in writing by Intertek. Initial Factory Assessments and Follow up Services are for the purpose of assuring appropriate usage of the Certification mark in accordance with the agreement, they are not for the purposes of production quality control and do not relieve the Client of their obligations in this respect. Intertek Testing Services NA Inc. 545 East Algonquin Road, Arlington Heights, IL 60005 Telephone 800-345-3851 or 847-439-5667 Fax 312-283-1672 Standard(s): UL Subject 2703 Outline of Investigation for Rack Mounting Systems and Clamping Devices for Flat -Plate Photovoltaic Modules and Panels, Issue Number: 1, October 4, 2010 Product: XR Rails with Integrated Grounding. Brand Name: N/A Models: 51-61 GD -005, 51-61 GD -0056, 51-5000-001, and 51-65-001 ATM for Report 101541132LAX-002 Page 1 of 3 ATM Issued: 10 -Nov -2014 ED 16.3.15 (1 -Jan -13) Mandatory ._ IRONRIDGE Simplified Grounding For Greater Safety & Lower Cost Traditionally, solar modules are grounded by attaching lugs, bolts or clips to the module frame, then connecting these to a copper conductor that runs throughout the array. This process adds time and cost to the installation, and often results in improper grounding, creating significant long-term safety risks. The IronRidge Integrated Grounding System solves these challenges by bonding modules directly to the mounting rails. This approach eliminates separate module grounding hardware, and it creates many parallel grounding paths throughout the array, providing greater safety for system owners. Integrated Grounding System 1 Grounding Mid Clamp Each Grounding Mid Clamp pierces through the anodized coatings of both the module frame and 40 the mounting rail to form secure electrical bonds, ���� xt�e(�� which are repeated throughout the array. yv�Yi u ► O`� LU / r� �. �'. . A Installation Overview Install Roof Attachments • Install appropriate roof flashing and/or standoff for roof type. • Attach L -Feet to flashing or standoff. Prepare Rail Connections • Insert splice into first rail, then secure with Grounding Strap and self -drilling screw. • Slide second rail over splice, then secure with opposite end of Grounding Strap and self -drilling screw. aMount & Ground Rails • Attach rails to L -Feet and level rails. • Install one Grounding Lug per row of modules. • Connect Grounding Lug to grounding conductor. Install Modules & Clamps • Install first module using End Clamps and Grounding Mid Clamps. • Install additional modules using Grounding Mid Clamps. • Finish row with a second pair of End Clamps. Testing & Certification The IronRidge Integrated Grounding System has been tested and certified to UL 2703 by Intertek Group plc. 1 _ U L 2703 is a proposed U L standard for evaluating solar module mounting and clamping devices. It ensures these % 3 devices will maintain strong electrical and mechanical connections over an extended period of time in extreme outdoor environments. The testing process closely mirrors that Grounding Strap f of UL 1703, the solar module testing Grounding Straps are used to standard including temperature and bond rail -to -rail connections. ' -�-� They are only required on the GA single Grounding rounding Lug Lug humidity cycling, electrical and mechanical rail with the grounding lug. connects an entire row load testing, and manufacturing quality :• of PV modules to the reviews. grounding conductor. LlWk&nef Module Frame Compatibility Dimension Range A 31.Omm - 51.0mm B 5.08mm (minimum) Any module frames whose parameters are not listed in the provided table have not been tested for compatibility. The Grounding Clamp has proven robust in grounding 60 -cell and 72 -cell solar module frames with box construction and a range of anodization thicknesses. All solar modules listed to UL 1703 and with frame construction within the parameters stated above are compatible with the IronRidge Integrated Grounding System. Go to ironridge.com/ig r 2013 tronfiidge, Inc. All rights reserved. Visit www.ironridge.com or call 1-800-227-9523 for more information. SM Starling Madison Lofquist, Inc. Consulting Structural and forensic Engineers 5224 South 39' Street, Phoenix, Arizona 85040 tel: (602) 438-2500 fax: (602) 438-2505 ROC#291316 www.smleng.com IronRidge December 18, 2014 1495 Zephyr Ave Page 1 of 20 Hayward, CA 94544 Attn: Mr. David F. Taggart, Vice President Products Subject: IronRidge XR10 Rail, Roof Flush Mounting System — Structural Analysis Dear Sir: We have analyzed the IronRidge XR10 Rail for the subject solar module support system and determined that, for the configurations and criteria described below, it is in compliance with the applicable sections of the following Reference Documents: Codes: ASCE/SEI 7-10 Min. Design Loads for Buildings & Other Structures California Building Code 2012 Edition Other: AC428, Acceptance Criteria for Modular Framing Systems Used to Support PV Modules, dated Effective November 1, 2012 by ICC -ES Aluminum Design Manual, 2010 Edition The IronRidge XR10 Rail is an extruded aluminum section with an overall depth of 1.75 in. and a net area of 0.363 sq.in. The rails are used to support solar modules, typically, on the roof of a building. See Exhibit A — attached. The rails are clamped to aluminum angle brackets that are either attached directly to the roof framing or attached to a stand that is screwed to the roof framing. The rails are mounted across the slope with a small clearance (flush mounting) to the underlying roof structure. The installed solar modules are at the same slope as the underlying roof structure. All loads are transferred to the roof framing through the angle brackets by simple bi-axial flexure of the rails. The maximum span of the rails is governed by either the mid -span flexural stresses or the deflection requirement that the rail not come into contact with the roof. The effect of seismic loads (for all design categories A -F) have been determined to be less than the effect due to wind loads in all load conditions and combinations. Therefore, the maximum allowable spans for common load cases are shown in the tables below. Tables IA -9A are for modules with a maximum long dimension of 67.5 inches and Tables 1 B -9B are for modules with a maximum long dimension of 78.5 inches. IronRidge Mr. David F. Taggart IronRidge XR10 Rail, Roof Flush Mounting System — Structural Analysis December 18, 2014 Page 5 of 20 Table 4A - MAXIMUM SPANS (in) - Roof Slope 7o to 27° - Wind Zone 1 (67.5" Max Module Length) XR10 Rail Wind Speed Ground Snow Load Exposure mph 0 psf 10 sf 20 psf 30 psf 40 psf 50 psf 60 psf 70 psf 80 psf 90 psf 100 75 65 55 49 43 39 35 33 31 29 105 75 65 55 49 43 39 35 33 31 29 110 75 65 55 49 43 39 35 33 31 29 120 75 65 55 49 43 39 35 33 31 29 Category B 130 75 65 55 49 43 39 35 33 31 29 140 71 65 55 49 43 39 35 33 31 29 150 66 65 55 49 43 39 35 33 31 29 160 62 62 54 48 43 39 35 33 31 29 170 59 59 1 53 47 43 39 35 33 31 29 100 75 65 55 49 43 39 35 33 31 29 105 75 65 55 49 43 39 35 33 31 29 110 75 65 55 49 43 39 35 33 31 29 120 70 65 55 49 43 39 35 33 31 29 Category C 130 65 64 54 48 43 39 35 33 31 29 140 60 60 53 48 43 39 35 33 31 29 150 56 56 52 47 43 39 35 33 31 29 160 53 53 51 46 42 39 35 33 31 29 170 50 50 50 45 41 38 35 33 31 29 100 75 65 55 49 43 39 35 33 31 29 105. 73 65 55 49 43 39 35 33 31 29 110 70 65 55 49 43 39 35 33 31 29 120 64 64 54 48 43 39 35 33 31 29 Category D 130 60 60 53 47 43 39 35 33 31 29 140 55 55 52 46 42 39 35 33 31 29 150 52 52 50 46 42 39 35 33 31 29 160 49 49 49 45 41 38 1 35 33 �31 29 170 1 46 46 46 44 40 37 1 35 33 31 29 Notes — see page 20 CUPERTINO 3uilding Department APR 0 E 20 REVIEv,4ED FOR CODE CONIPLt NCE v Reviewed By Starling Madison Lofquist, Inc. Consulting Structural and Forensic Engineers Starling Madison Lofquist, Inc. Consulting Structural and Forensic Engineers -5- ii 7 N CDCD t0 N (_1 a ® O C:J a n C C7 v E ro ul D A r CD..... rn � CD _ 0�C1" rn T ® O C:J a n C C7 v E ro ul D r (D n OL) (C) 0 C) v (C) 0 C) v (C) o x o U) c i IronRidge December 18, 2014 Mr. David F. Taggart Page 20 of 20 IronRidge XR10 Rail, Roof Flush Mounting System — Structural Analysis Notes — Tabulated values are based on the following criteria: 1. Building mean roof height = 30 ft 2. Risk Category I 3. Solar maximum module long dimension is 67.5 inches for Tables IA -9A and 78.5 inches for Tables IB -913. 4. Provide 2 in. clear between roof and rail 5. End cantilever span (max) = 0.40 x maximum span from above tables 6. No rail splices in end spans 7. No rail splices in middle 1/3 of interior spans 8. Single simple span(s). Spans listed in the tables above may be multiplied by 1.08 for continuous rails of 3 or more spans. Our analysis assumes that the rails, including the connections and associated hardware, are installed in a workmanlike manner in accordance with the "IronRidge Roof Mount Installation Manual" by IronRidge and generally accepted standards of construction practice. Additional information is available at the IronRidge web site, IronRidge.com. Verification of PV Module capacity to support the loads associated with the given array shall be the responsibility of the Contractor or Owner and not IronRidge or Starling Madison Lofquist. The adequacy of the supporting roof framing is to be determined by others. Please feel free to contact me at your convenience if you have any questions. Respectfully yours, Tres Warner, P.E. Design Division Manager cS7.�C1V11. .`\rt` `Cr CA11�"ir lz•16-14f Starling Madison Lofquist, Inc. Consulting Structural and Forensic Engineers -20- 8431 Murphy Drive Middleton, WI 53562 USA Telephone: 608.836.4400 Facsimile: 608.831.9279 www.intertek.com Test Verification of Conformity In the basis of the tests undertaken, the sample(s) of the below product have been found to comply with the requirements of the referenced specifications at the time the tests were carried out. /Applicant Name & Address Product Description: Ratings & Principle Characteristics: IronRidge, Inc. 1495 Zephyr Ave. Hayward, CA 94544 USA XR Rails with Integrated Grounding. Fire Class Resistance Rating: -Flush Mount (Symmetrical). Class A Fire Rated for Low Slope applications when using Type 1, 2 and 3, listed photovoltaic modules. Class A Fire Rated for Steep Slope applications with Type1, 2 and 3, listed photovoltaic modules. Tested with a 5" gap (distance between the bottom the module frame and the roof covering), per the standard this system can be installed at any gap allowed by the manufacturers installation instructions. No perimeter guarding is required. Models: I 51-61GD-005, 51-61GD-0058, 51-5000-001 and 51-65-001 Brand Name: Relevant Standards: Verification Issuing Office: Date of Tests: IronRidge Roof Mount UL 2703 (Section 15.2 and 15.3) Standard for Safety Mounting Systems, Mounting Devices, Clamping/Retention Devices, and Ground Lugs for Use with Flat -Plate Photovoltaic Modules and Panels, First Edition dated Jan. 28, 2015 Referencing UL1703 Third Edition dated Nov. 18, 2014, (Section 31.2) Standard for Safety for Flat -Plate Photovoltaic Modules and Panels. Intertek Testing Services NA, Inc. 8431 Murphy Drive Middleton, WI 53562 08/27/2014 to 03/17/2015 Test Report Number(s): I 101769343MID-001r1, 101769343MID-001a, 101915978MID-001 & 101999492MID-001arl-cr1. This verification is part of the full test report(s) and should be read in conjunction with them. This report does not automatically imply product certification. Completed by: Chad Naggs Reviewed by: Gregory Allen Title: Technician II, Fire Resistance Title: Engineering Team Lead, Fire Resistance Signature: Signature: Date: 03/30/2015 Date: 03/30/2015 This Verification is for the exclusive use of Intertek's client and is provided pursuant to the agreement between Intertek and its Client. Intertek's responsibility and liability are limited to the terms and conditions of the agreement. Intertek assumes no liability to any party, other than to the Client in accordance with the agreement, for any loss, expense or damage occasioned by the use of this Verification. Only the Client is authorized to permit copying or distribution of this Verification. Any use of the Intertek name or one of its marks for the sale or advertisement of the tested material, product or service must first be approved in writing by Intertek. The observations and test/inspection results referenced in this Verification are relevant only to the sample tested/inspected. This Verification by itself does not imply that the material, product or service is or has ever been under on Intertek certification program. GFT -OP -11a (24 -MAR -2014) E -Mount Lag I QMSE - LAG - 1.1 — -.I —T ., ...—......F RIDGE ---- 9.00 i 1.29 ITEM NO. I DESCRIPTION QTY./BOX 1 FLASHING, 9" X 12" X.040", 5052, MILL 1 2 QBLOCK, CLASSIC, A360.1 CAST AL, MILL 1 3 PLUG, SEALING, 5/16" X 7/8", EPDM / 18-8 SS 1 4 LAG SCREW, HEX HEAD, 5/16" x 5-1/2", 18-8 SS 1 5 WASHER, FENDER, 5/16" ID X 1-1/4" OD, 18-8 SS 1 RACKING COMPONENTS NOT INCLUDED AVAILABLE IN MILL, AND BRONZE ANODIZED FINISHES FW14111 ARYANDCONFIDENTIAL THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF WICK MOUNT PV ANY REPRODUCTION N PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF QUICK MOUNT PV 6 PROHIBITED. 5 4 Quick Mount PV TITLE: QMSE-LAG: QMPV E -MOUNT WITH LAG BOLT UNLESS OTHERWISE SPECIFIED: SIZE DRAWN BY: DFM REV DIMENSIONS ARE IN INCHES TOLERANCES: FRACTIONALI I/8 A DATE: 8/29/2014 - DO NOT SCALE DRAWING TWOPLACEDECIMAL 1.18 -- -- THREE PLACE DECIMAL 1.125 SCALE: 1:3 WEIGHT:0.96 SHEET 1 OF 1 3 2 1 Sources: American Wood Council, NDS 2005, Table 11.2 A, 11.3.2 A Notes: 1) Thread must be embedded in a rafter or other structural roof member.��\ 2) See NDS Table 11.5.1 C for required edge distances Goo J Quick Mount PV4 �✓ RESPECT THE ROOF �trf.J \e��d �y BI 7.2.3-31 �eJ Sep -2014, Rev 1 E -Mount Lag Installation Instructions Installation Tools Required: tape measure, roofing bar, chalk line, stud finder, caulking gun, sealant compatible with roofing materials, drill with 7/32" long -style bit, drill or impact gun with 1/2" socket. Locate, choose, and mark centers of rafters to be mounted. Select the courses of shingles where mounts will be placed. Carefully lift composition roof shingle with roofing bar, just above placement of mount. Remove nails as required. See "Proper Flashing Placement" on next page. Insert flashing between 1 st and 2nd course. Slide up so top edge of flashing is at least 3/4" higher than the drip edge of the 3rd course and lower flashing edge is above the drip edge of 1 st course. Mark center for drilling. Using drill with 7/32" bit, drill pilot hole into roof and rafter, taking care to drill square to the roof. Do not use mount as a drill guide. Drill should be 'long style bit, aka'aircraft extension bit'to drill a 13/4" deep hole into rafter. Clean off any sawdust, and fill hole with sealant Slide the flashing into position. Insert the rubber compatible with roofing materials. plug into the QBlock cavity. Slide the washer and the L -foot (not included) onto the lag screw. BI 7.2.3-31 Using a 1/2 inch socket on an impact gun drive the lag screw until the QBlock stops rotating easily. DO NOT over -torque. Sep -2014, Rev 1 Lag pull-out (withdrawal) capacities (Ibs) in typical lumber: Lag Bolt Specifications Specific Gravity 5/16" shaft per 3" thread depth 5/16" shaft per 1" thread depth Douglas Fir, Larch .50 798 266 Douglas Fir, South .46 705 235 Engelmann Spruce, Lodgepole Pine (MSR 1650 f & higher) .46 705 235 Hem, Fir .43 636 212 Hem, Fir (North) .46 705 235 Southern Pine .55 921 307 Spruce, Pine, Fir .42 15 205 Spruce, Pine, Fir (E of 2 million psi and higher grades of MSR and MEL) .50 266 Sources: American Wood Council, NDS 2005, Table 11.2 A, 11.3.2 A Notes: 1) Thread must be embedded in a rafter or other structural roof member.��\ 2) See NDS Table 11.5.1 C for required edge distances Goo J Quick Mount PV4 �✓ RESPECT THE ROOF �trf.J \e��d �y BI 7.2.3-31 �eJ Sep -2014, Rev 1 E -Mount Lag Installation Instructions Installation Tools Required: tape measure, roofing bar, chalk line, stud finder, caulking gun, sealant compatible with roofing materials, drill with 7/32" long -style bit, drill or impact gun with 1/2" socket. Locate, choose, and mark centers of rafters to be mounted. Select the courses of shingles where mounts will be placed. Carefully lift composition roof shingle with roofing bar, just above placement of mount. Remove nails as required. See "Proper Flashing Placement" on next page. Insert flashing between 1 st and 2nd course. Slide up so top edge of flashing is at least 3/4" higher than the drip edge of the 3rd course and lower flashing edge is above the drip edge of 1 st course. Mark center for drilling. Using drill with 7/32" bit, drill pilot hole into roof and rafter, taking care to drill square to the roof. Do not use mount as a drill guide. Drill should be 'long style bit, aka'aircraft extension bit'to drill a 13/4" deep hole into rafter. Clean off any sawdust, and fill hole with sealant Slide the flashing into position. Insert the rubber compatible with roofing materials. plug into the QBlock cavity. Slide the washer and the L -foot (not included) onto the lag screw. BI 7.2.3-31 Using a 1/2 inch socket on an impact gun drive the lag screw until the QBlock stops rotating easily. DO NOT over -torque. Sep -2014, Rev 1 1 w11�_/ I 1.FLA ���� Product Datasheet ENERGY The LGate 120 combines a revenue -grade, solid-state power meter with an advanced communications gateway. These components work in conjunction to remotely monitor the performance of residential solar energy installation regardless of panel or inverter type. The LGate 120 is a one-piece completely under glass meter which installs easily using a standard socket base. Performance data is uploaded in near real-time to the Locus Energy SolarOS monitoring platform which provides a suite of tools and analytics for asset managers. DATA COLLECTION AC energy data is collected by the meter and passed to the communications module. Additional system performance data can be collected directly from meteorological sensors and supported inverters via available RS -485 or Zigbee connections. All data is stored in non-volatile memory and then automatically uploaded to the SolarOS and SolarNOC platforms. NETWORK CONNECTIVITY The communications gateway inside the LGate 120 supports plug and play connectivity through a cellular or available Ethernet network connection. Once the unit is installed and powered on, it will immediately begin transmitting data without any configuration. For maximum reliability, the communications gateway will automatically route uploads between the wireless and wired connections if either of the networks are unavailable. FEATURES • ANSI C12.20 power meter • RS -485 and Zigbee inputs • GSM cellular or Ethernet connectivity • Over the air firmware updates • Easy, low cost installation • Doesn't require entrance into the building • Plug and play activation • LCD display DIAGRAM - TYPICAL CONFIGURATION Shielded CATS ==== INTERNET COMPLIANCE Weight 8 oz ANSI 12.20 class 0.2% == T��� 6.95" x 6.5" x 7.3" FCC Part 15B Environment -20 to 60C, all-weather PTCRB Warranty 5 year limited warranty AT&T Carrier Compliance ���� - , i o OPTIONSCOMMUNICATION INTERFACE D uildin9 DIMENSIONS ELECTRICAL SERVICE INVERTER(S) LGATE 120 PV ARRAY METER BASE M LOCUS ENERGY COMM MODULE SPECIFICATIONS Processor ARM9 embedded CPU OS Custom version of Linux 2.6, OTA firmware updates Memory 128 MB RAM Display LCD screen METER MODULE v Accuracy Voltage Inputs Max. Current Input Service Type Socket Type SOCKET METER 6.95 it E ANSI 12.20 (Class 0.2%) 120 - 480 VAC 200 A Single phase , 60 Hz 2S 5.46 in — 6.00 in 7.30 in —►' Enclosure NEMA 3R Type COMPLIANCE Weight 8 oz ANSI 12.20 class 0.2% Dimensions 6.95" x 6.5" x 7.3" FCC Part 15B Environment -20 to 60C, all-weather PTCRB Warranty 5 year limited warranty AT&T Carrier Compliance ���� - , i o OPTIONSCOMMUNICATION INTERFACE D uildin9 Model Number Wate120-3Gx LGate120-3Gy LGate120-3Gz Cellular - 3G GSM ✓ ✓ ✓ RS -485 2 and 4 wire ✓ Modbus ✓ Zigbee ✓ Ethernet RJ -4510/100, DHCP/Static ✓ Keview� $� •_ Single Meter Sockets -Without Bypass 125 & 200 Amp Oil (closed) U204 (open) Application • Single meter position • Receive ANSI C12.10 watthour meters • Surface or flush mount (see chart) Construction • Ring type • NEMAType 3R U� • ANSI 61 gray E -coat finish • Aluminum snap ring included Standards Accessories • U L 414 Listed • 5th Jaw Kit - 50365 • ANSI C12.7 • 200ATriplex Ground - ETB200 • AW Hub Part/UPC Catalog Amp Overall Dimensions Service Knockout Number Connections Height Number Number Rating Jaws Type Access Line Load Neutral 78205142000 011 125 4 10/3W OH/UG #14 - 2/0 #14 - 2/0 #14 - 2/0 78205142040 011 F 125 4 10/3W OH/UG #14 - 2/0 #14 - 2/0 #14 - 2/0 78205142045 011 MS73 125 4 10/3W 01-1/1-113 #14 - 2/0 #14 - 2/0 #14 - 2/0 78205142050 011 SF 125 4 10/3W OH/UG #14 - 2/0 #14 - 2/0 #14 - 2/0 78205144030 927 100 7 30/4W OH/UG #14- 1/0 #14 -1/0 #14 - 2/0 78205156000 204 200 4 10/3W OH #6 - 250MCM #6 - 250MCM #6 - 350MCM 78205156020 204 F 200 4 10/3W OH #6 - 250MCM #6 - 250MCM #6 - 350MCM 78205156030 204 F MS73 200 4 10/3W OH #6 - 250MCM #6 - 250MCM #6 - 350MCM 78205156040 204 MS68 200 4 10/3W OH #6 - 250MCM #6 - 250MCM #6 - 350MCM 78205156035 204 MS68A 200 4 10/3W OH #6 - 250MCM #6 - 250MCM #6 - 350MCM 78205108490 204 MS73 200 4 10/3W OH #6 - 250MCM #6 - 250MCM #6 - 350MCM 78205156005 U204 200 4 10/3W UG #6 - 250MCM #6 - 250MCM #6 - 350MCM 78205156045 U204 F 200 4 10/3W UG #6 - 250MCM #6 - 250MCM #6 - 350MCM 78205156060 U204 F MS73 200 4 10/3W UG #6 - 250MCM #6 - 250MCM #6 - 350MCM 78205156070 U204 MS73 200 4 10/3W UG #6 - 250MCM #6 - 250MCM #6 - 350MCM 78205156140 U207 200 7 30/4W OH/UG #6 - 250MCM #6 - 250MCM #6 - 250MCM 78205156170 U207 F 200 7 30/4W UG #6 - 250MCM #6 - 250MCM #6 - 250MCM 78205156180 U207 MS73 200 7 30/4W OH/UG #6 - 250MCM #6 - 250MCM #6 - 250MCM Part/UPC Catalog (U) 204 Overall Dimensions Top Knockout Number Number Height Width Depth Provision Layout 78205142000 011 12" 8" 45/8" AW Hub Fig. 1 78205142040 011 F 12" 8" 45/8" 2" max KO Fig. 1 78205142045 011 MS73 12" 8" 45/8" AW Hub Fig. 1 78205142050 011 SF 12" 8" 45/8" 2" max KO Fig. 1 78205144030 927 17" 8" 45/8" AW Hub Fig. 1 78205156000 204 15" 8" 45/a" AW Hub Fig. 2 78205156020 204 F 15" 8" 6" 2" max KO Fig. 2 78205156030 204 F MS73 15" 8" 6" 2" max KO Fig. 2 78205156040 204 MS68 15" 8" 45/8" AW / 2" Hub Fig. 2 78205156035 204 MS68A 15" 8" 45/8" AW / 2" Hub Fig. 2 78205108490 204 MS73 15" 8" 45/8" None Fig. 2 78205156005 U204 15" 12" 45/8" None Fig.3 78205156045 U204 F 15" 12" 6" (2) 2" max KO Fig. 3 78205156060 U204 F MS73 15" 12" 6" None Fig. 3 78205156070 U204 MS73 15" 12" OX None Fig.3 78205156140 U207 18" 12" 5" AW Hub Fig. 4 78205156170 U207 F 18" 12" 5" 21/2" max KO Fig. 4 78205156180 U207 MS73 18" 12" 5" AW Hub Fig. 4 AIC Note: For short circuit current ratings see page 131. Single Meter Sockets -Without Bypass 011 F - Flush Mount (U) 204 MS68 - 2" Conduit Hub (U) 207 MS68A - MS73 + MS68 927 MS73 - AL Screw Type Ring SF - Semi Flush Mount SS - Stainless Steel �9-fINO 0eP3ent _ comgL. PNcE V�EVvE.0 AOR L.'JUt �ev�e B -Line Data subject to change without notice. Consult local utility for area acceptance. All dimensions are in inches. 5 Meter Mounting Equipment Knockout Layouts Fig. Top Provision 4F 4F oth sides O 1A Fig. 3 Top Provision 4F 4G 4F 4F both 'bo.4- sides 4G 1W 125 & 200 Amp 1 W = 1/4' 1 A = t/2' 2A = 1/2' - 1/4' 4F=2"-11&-11/4'-1' 413=21i/-2"-11/2"-11/4" Top Provision = See Chart Fig. 2 Top Provision 4F both sides 4F Ecol 1A Fig. 4 Top Provision 4G 4G 4G o:U tth sides 4G 2A Data subject to change without notice. Consult local utility for area acceptance. All dimensions are in inches. Meter Mounting Equipment 6 ENERGY October 22"d, 2013 This letter is to certify that the LGate 120 and LGate 320 are communication boards built into the Vision Meter 2S CL200 and 16S CL320 socket meters, respectively. Each of these meters was certified to the ANSI C12.20 (class 0.2%) standard by Underwriters Laboratory on June 7, 2013 as part of the Vision Meter Family (Project Number 12CA71134, Job Number 1001541515, and Report Number R12CA71134- ANSI). ANSI C12.20 is currently recognized as the industry standard for electrical socket meters in both utility and PV monitoring applications. These tests cover both meter accuracy as well as several safety standards including electrical and environmental safety, as well as resistance to various types of mechanical shock. As electrical socket meters are generally installed and maintained by trained and certified professionals, rather than consumers, they do not fit the typical criteria for additional types of UL or IEC certification. If you have any further questions regarding the product certification of any Locus Energy I -Gate -branded device, please contact us at support@ locusenergy.com. The Locus Energy Team Locus Energy, LLC www.locusenergy.com '�3uildinq C)eoartment AFR 0 9 2016 ;_JF COBE COMPLIANCE REVIEVat. Reviewed By Classic Conduit Composition Mount I QMCC 12.0 ITEM NO. DESCRIPTION QTY. 1 FLASHING, 9" X 12" X .040", 5052, MILL 1 2 QBLOCK, CONDUIT, 5/16', 6061-T6, MILL 1 3 WASHER, SEALING, 1/4" ID X 7/8" OD, EPDM BONDED SS 1 4 LAG SCREW, HEX HEAD, 1/4" x 2-1/2", 18-8SS 1 AVAILABLE IN MILL, CLEAR ANODIZED, AND BRONZE ANODIZED FINISHES. 79 i PROPRIETARY AND CONFINML THE INFORMATION CONTAINED IN THIS DRAWING LS THE SOLE PROPERTY OF QLACK MOUNT PV. ANY REPROOUCTION N PART OR AS A WHOLE WITHOUT THE WRITTEN PERMRSION OF QUICK MOUNT PV 5 PROHNUTED. 5 4 TITLE: UP ICK mounT VV QMCC: CLASSIC CONDUIT COMPOSITION MOUNT UNLESS OTHERWISE SPECIFIED: SIZE DRAWN BY: RAD REV DIMENSIONS ARE IN INCHES TOLERANCES: FRACTIONALt l/e A DATE: 9/24/2013 4 DO NOT SCALE DRAWING TWO PLACE DECIMAL 1.18 THREE PLACE DECIMAL 1.125 SCALE: 1:3 WEIGHT:0.68 SHEE7I OF 1 3 2 1 Lag pull-out (withdrawal) capacities (Ibs) in typical lumber: Lag Bolt Specifications Specific Gravity 1/4" shaft per 1 3/4" thread depth 1/4" shaft per 1" thread depth Douglas Fir, Larch .50 393 225 Douglas Fir, South .46 353 202 Engelmann Spruce, Lodgepole Pine (MSR 1650 f & higher) .46 353 202 Hem, Fir .43 313 179 Hem, Fir (North) .46 353 202 Southern Pine .55 455 260 Spruce, Pine, Fir 42 302 173 Spruce, Pine, Fir (E of 2 million psi and higher grades of MSR and MEL) 50 393 225 Sources: American Wood Council, NDS 2005, Table 11.2 A, 11.3.2 A Notes: 1) Thread must be embedded in a rafter or other structural roof member. 2) See IBC for required edge distances. IMPORTANT: To maintain waterproofing it is important that the aluminum flashing (item 1) is properly placed under one full course above the mounting block with at least some of the flashing extending up under the course above that A� wall Caa inctrl Irtinnt nn hark, Quick Mount PV, RESPECT THE ROOF BI 7.2.3-8 Aug -2014, Rev 4 Classic Conduit Mounting Instructions Installation Tools Required: tape measure, roofing bar, chalk line, stud finder, caulking gun, 1 tube of appropriate sealant, drill with 1/8" bit, drill or impact gun with 7/16" deep socket. WARNING: Quick Mount PV products are NOT designed for and should NOT be used to anchor fall protection equipment. Choose placement of conduit mounts along path Lift composition roof tile with roofing bar, just Slide conduit mount into desired position. Remove of conduit. Select location over center of rafter. above placement of conduit mount. any nails that conflict with getting the mount flush with front edge of shingle course. Mark cernter for drilling. Using drill with 1/8" long bit, drill pilot hole into roof and rafter, taking care to drill square to the roof. Clean off any sawdust, and fill hole with roof Lift shingle and slide conduit mount into place. manufacturer's approved sealant. Prepare lag bolt with sealing washer and single hole clamp (not included) as shown. Insert lag through hole in block, and position clamp over conduit. J '-"OUPERTINO :uildinq Department APP 0 8 2018 EVVEu Oft CODE COMPLIANCE reviewed By Insert lag through hole in block, and position clamp over conduit. Using drill with 7/16" socket, drive lag until block is tight. Quick PV, 925-478-8269 • www.quickmountpv.com • info@quickmountpv.com BI 7.2.3-8 2700 Mitchell Dr., Bldg 2 • Walnut Creek, CA 94598 Aug -2014, Rev 4 02013 by Quick Mount PV. All rights reserved.