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Report (39) /k-5 G/) --cxcTz5- ctf(w Starling Madison Lofquist, Inc. Consulting Structural and Forensic Engineers 5224 South 39th Street, Phoenix, Arizona 85040 tel: (602) 438-2500 fax: (602) 438-2505 ROC#291316 www.smleng.com IronRidge 14, 1495 Zephyr Ave t IF1111 2016 Page 1 of 20 Hayward, CA 94544 OCT 31 ZO1I crIY OE is G ,e Attn: Mr. David F. Taggart, Vice President Products cliNf )� Subject: IronRidge XR100 Rail, Roof Flush Mounting System—Structural Analysis Dear Sir: We have analyzed the IronRidge XR100 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 International 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 XR100 Rail is an extruded aluminum section with an overall depth of 2.438 in. and a net area of 0.583 sq.in. The rails are used to support solar modules, typically, on the roof of a building. See Exhibit 0011— attached. The modules are clamped to the rails by the IronRidge Module Mounting Clamps as shown in the attached Exhibit. The rails are attached to the L-Foot 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 1A-9A are for modules with a maximum long dimension of 67.5 inches and Tables 1B-9B are for modules with a maximum long dimension of 78.5 inches. Starling Madison Lofquist,Inc. Consulting Structural and Forensic Engineers IronRidge March 14, 2016 Mr. David F. Taggart Page 5 of 20 IronRidge XR100 Rail, Roof Flush Mounting System—Structural Analysis Table 4A-MAXIMUM SPANS(in)-Roof Slope 7°to 27°-Wind Zone 1(67.5" Max Module Length) XR100 Wind Ground Snow Load Rail Speed Exposure mph 0 psf 10 20 30 40 50 60 70 80 90 psf psf psf psf psf psf psf psf psf 100 112 97 83 72 64 58 53 49 46 43 105 112 97 83 72 64 58 53 49 46 43 110 112 97 83 72 64 58 53 49 46 43 Category 120 112 97 83 72 64 58 53 49 46 43 130 112 97 83 72 64 58 53 49 46 43 140 105 97 83 72 64 58 53 49 46 43 150 98 96 82 72 64 58 53 49 46 43 160 92 92 81 72 64 58 53 49 46 43 170 87 87 79 71 64 58 53 49 46 43 100 112 97 83 72 64 58 53 49 46 43 105 112 97 83 72 64 58 53 49 46 43 110 112 97 83 72 64 58 53 49 46 43 Category 120 103 97 83 72 64 58 53 49 46 43 130 96 95 82 72 64 58 53 49 46 43 140 89 89 80 71 64 58 53 49 46 43 150 84 84 78 70 64 58 53 49 46 43 160 79 79 76 69 63 58 53 49 46 43 170 74 74 74 67 62 57 53 49 46 43 100 112 97 83 72 64 58 53 49 46 43 105 108 97 83 72 64 58 53 49 46 43 110 103 97 83 72 64 58 53 49 46 43 Category 120 95 95 82 72 64 58 53 49 46 43 130 88 88 80 71 64 58 53 49 46 43 140 82 82 78 70 63 58 53 49 46 43 150 77 77 76 68 62 58 53 49 46 43 160 73 73 73 67 61 57 53 49 46 43 _ 170 68 68 68 65 60 56 53 49 46 43 Notes—see page 20 Starling Madison Lofquist,Inc. Consulting Structural and Forensic Engineers -5- IronRidge March 14, 2016 Mr. David F. Taggart Page 6 of 20 IronRidge XR100 Rail, Roof Flush Mounting System—Structural Analysis Table 5A-MAXIMUM SPANS(in)-Roof Slope 7°to 27°-Wind Zone 2(67.5" Max Module Length) XR100 Wind Rail Speed Ground Snow Load Exposure mph 0 psf 10 20 30 40 50 60 70 80 90 psf psf psf psf psf psf psf psf psf 100 106 97 83 72 64 58 53 49 46 43 105 102 97 83 72 64 58 53 49 46 43 110 97 97 83 72 64 58 53 49 46 43 Category 120 90 90 83 72 64 58 53 49 46 43 130 83 83 83 72 64 58 53 49 46 43 140 77 77 77 72 64 58 53 49 46 43 150 73 73 73 72 64 58 53 49 46 43 160 68 68 68 68 64 58 53 49 46 43 170 64 64 64 64 64 58 53 49 46 43 100 91 91 83 72 64 58 53 49 46 43 105 87 87 83 72 64 58 53 49 46 43 110 83 83 83 72 64 58 53 49 46 43 Category 120 76 76 76 72 64 58 53 49 46 43 130 71 71 71 71 64 58 53 49 46 43 140 66 66 66 66 64 58 53 49 46 43 150 62 62 62 62 62 58 53 49 46 43 160 58 58 58 58 58 58 53 49 46 43 170 55 55 55 55 55 55 53 49 46 43 100 84 84 83 72 64 58 53 49 46 43 105 80 80 80 72 64 58 53 49 46 43 110 77 77 77 72 64 58 53 49 46 43 Category 120 70 70 70 70 64 58 53 49 46 43 130 65 65 65 65 64 58 53 49 46 43 140 61 61 61 61 61 58 53 49 46 43 150 57 57 57 57 57 57 53 49 46 43 160 53 53 53 53 53 53 53 49 46 43 170 50 50 50 50 50 50 50 49 46 43 Notes—see page 20 Starling Madison Lofquist,Inc. Consulting Structural and Forensic Engineers -6- I IronRidge March 14, 2016 Mr. David F. Taggart Page 7 of 20 IronRidge XR100 Rail, Roof Flush Mounting System—Structural Analysis Table 6A-MAXIMUM SPANS(in)-Roof Slope 7°to 27°-Wind Zone 3(67.5" Max Module Length) XR100 Wind Ground Snow Load Rail Speed 10 20 30 40 50 60 70 80 90 Exposure mph 0 psf psf psf psf psf psf psf psf psf psf 100 87 87 83 72 64 58 53 49 46 43 105 83 83 83 72 64 58 53 49 46 43 110 80 80 80 72 64 58 53 49 46 43 120 73 73 73 72 64 58 53 49 46 43 Category 130 68 68 68 68 64 58 53 49 46 43 l3 140 63 63 63 63 63 58 53 49 46 43 150 59 59 59 59 59 58 53 49 46 43 160 56 56 56 56 56 56 53 49 46 43 170 52 52 52 52 52 52 52 49 46 43 100 74 74 74 72 64 58 53 49 46 43 105 71 71 71 71 64 58 53 49 46 43 110 68 68 68 68 64 58 53 49 46 43 120 62 62 62 62 62 58 53 49 46 43 Category 130 58 58 58 58 58 58 53 49 46 43 140 54 54 54 54 54 54 53 49 46 43 150 50 50 50 50 50 50 50 49 46 43 160 47 47 47 47 47 47 47 47 46 43 170 44 44 44 44 44 44 44 44 44 43 100 68 68 68 68 64 58 53 49 46 43 105 65 65 65 65 64 58 53 49 46 43 110 62 62 62 62 62 58 53 49 46 43 120 57 57 57 57 57 57 53 49 46 43 Category 130 53 53 53 53 53 53 53 49 46 43 140 49 49 49 49 49 49 49 49 46 43 150 46 46 46 46 46 46 46 46 46 43 160 43 43 43 43 43 43 43 43 43 43 170 41 41 41 41 41 41 41 41 41 41 Notes—see page 20 Starling Madison Lofquist,Inc. Consulting Structural and Forensic Engineers -7- IronRidge March 14,2016 - Mr.David F.Taggart Page 20 of 20 IronRidge XR100 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 1A-9A and 78.5 inches for Tables 1B-9B. 4. Provide 2 in. clear between roof and rail 5. End cantilever span(max)=0.40 x maximum span(Lmax)from above tables. See Figure A 6. No rail splices in outer 2/3 of end spans,or the middle 1/3 of interior spans based on the installed attachment spacing(Linstall). See Figure A 7. Single simple span(s). Spans listed in the tables above may be multiplied by 1.08 for continuous rails of 3 or more spans. 8. Module Mounting Mid Clamps shall not be installed less than 20 inches from Roof Zone 3 where wind speeds are marked with an* in Tables 3B and 6B. End Span Interior Span End Span • 0.4 L TYP 1/3 tL„.,u TYP Figure A =Maximum attachment spacing provided in the tables above for the project design criteria =Actual installed attachment spacing ���1�, =Indicates region of the rail where splice may be installed Our analysis assumes that the rails, including the connections and associated hardware, are installed in a workmanlike manner in accordance with the "IronRidge Flush 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. ° 69225 •,5,0":07".. 3 �, yj Please feel free to contact me at your convenience if you have any questions. PE OREGON Respectfully yours, ))Q Y e.,41"4" FS J. wp. EXP:6/30/20 )S` Tres Warner,P.E. Design Division Manager Starling Madison Lofquist,Inc. Consulting Structural and Forensic Engineers -20- MATERIAL FINISH PROPRIETARY AND CONFIDENTIAL DO NOT THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF 02/09/'.016 SCALE DRAWING R0NRIDGE INC.ANY REPRODUCTION R PART OR AS A WHOLE WITHOUT THE WRITTEN • PERWSSION OF PORRIDGE INC.IS PROHIBITED. Module Mounting System 1116 Bonding End Clamp VARIES Oimmili,. I XR100 Rail IIIP I 1 I I I I , I , DETAIL B I Module Mounting System SCALE 1 : 4 B Bonding Mid ClamIll,VAR I 1 IIES J VARIES II J�A4I Slope 1 1 I 1 1 III 1 1 PLAN VIEW SCALE 1:40 4 DRAWN SO 02/09/2016 CHENGECKEDAPPR. = _ .Id& IRON RI DGE MFG APPR. - - - DIMENSIONS ARE IN XR100 ROOF MOUNT FLUSH INCHES. EXHIBIT: EX-0011 - page 1 of 3 TOL +/-030 SIZE DWGEX-0011 XXX: +/_.010 ANGLES:+/_10 SCALE:1:40 WEIGHT: SHEET I OF 3 02/O9/2ff16 PROPRIETARY AND CONFIDENTIAL THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF Module Mounting System + IRONRIDGE PERIMNONO.ANY OONROGE INC.IS N PROHIBITED. OR ASAWHOLE WITHOUT THE WRITTEN Bonding End Clamp PERMISSION OF RONRIOGE INC.IS PV Modules 0.4 X L (MAX) — (L) - 0.4 X L (MAX) SPAN 11111-1 Existing Roof Structure DETAIL E SCALE 1 : 5 Roof Mount (Or Alternate flashing) PV Modules L-Foot PV Modules -;-- 4X .375 Module Mounting System Pv Module Spacing ) i 1 Grounding Mid Clamp Roofing (By Others) PV Modules PV Modules MINIMINIIII I N •,F7 MIEN `' I , IIIIMINIMEW Amummlimor Roofing Framing (By Others) DETAIL D SCALE 1 : 5 DETAIL C SCALE 1 : 4 ,K, IRON RIDGE COMMENTS: XR100 ROOF MOUNT FLUSH SA Iowa NO. EX-0011 EXHIBIT: EX-0011 - page 2 of 3Do SCALE DRAWING SCALE:1:30 I WEIGHT: I SHEET 2 OF 3 PROPRIETARY AND CONFIDENTIAL 02/09/21316 THE INFORMATION CONTAINED IN MISdWY1RlO 15 THE SOLE PROPERTY OF IRONRIDGE INC.ANY REPRODUCTRIN M PART OR AS A WXOLE WRXOUT THE WRRTEN PERMISSION OF IRONRIDGE INC.IS PROHIBITED. V Module Mounting System j4✓ Grounding Mid Clamp V L-Foot Roof Mount . (Or Alternate flashing) \ g) XR100 Rail Rail Facing: \� �(O/li , Rail may Face Either Upslope or Downslope iilitModule Mounting System Bonding End Clamp t 1 Roofing Framing (By Others) DETAIL F SCALE 1 : 5 talk. IRONRIDGE COMMENTS: XR100 ROOF MOUNT FLUSH SA I DWG NO EX-0011 EXHIBIT: EX-0011 - page 3 of 3DO NRT SCALE DRAWING SCALE:1:30 I WEIGHT: I SHEET 3OF3 I :-. ._f OCT 3 . 2017 GiEyt) '(;x fifJi • 'PROJECT INFORMATION SW AUTUMNVIEw5TF E., $ k Jl S,-'¢\ OWNER LEVALLEY RESIDENCE CONTRACTOR SUNBRIDGE SOLAR 12028 SW AUTUMNVIEW ST 706 W.17TH ST. TIGARD,OR 97224 VANCOUVER,WA 98660 (425)754-9596 CONTACT:JORDAN WEISMAN BUILDING SINGLE FAMILY PHONE:503-407-6820 MAIN ELECTRIC DATA RESIDENTIAL ROOF SPECS COMPOSITE SHINGLE ROOFING PANEL AND UTILITY METER APPLICABLE 2014 OREGON STRUCTURAL 2X4 PRE-ENGINEERED CODES SPECIALTY CODE(SECTION 3111) MANUFACTURED TRUSSES SYSTEM LG 300 W MODULES SPACED 24"O.C. (16)300W MODULES DOUGLAS FIR#2(TRUE 16 X 300W=4.8 kW DIMENSION) F- SPECS (14)ENPHASE 106-60-2-US TILT:18MODULE LG300S1C-A5AZIMUTH:180°(E) (L)66.38"X(W)40"X(H)1.57" AREA OF ROOF(PLAN VIEW)=1710 WEIGHT=18 KG SF COMBINED WEIGHT OF AREA OF NEW ARRAY=288 SF AREA OF WORK MODULES AND RACKING=< (ARRAY< 25%OF ROOF AREA) 4.5 PSF. CI ce PROJECT NOTES - U W 1. PV SYSTEMS AND SUPPORTING STRUCTURE > SHALL COMPLY WITH REQUIREMENTS OF 2014 UNOBSTRUCTED PATHWAY SHALL BE PROVIDED c w OREGON STRUCTURAL SPECIALTY CODE IN ADDITION TO A MINIMUM 12"UNOBSTRUCTED (SECTION 3111) PATHWAY ALONG EA.SIDE OF ANY HORIZONTAL c = RIDGE. 2. 3111.3.2-PV RACKING AND ATTACHMENTS SHALL BE UL 1703 CERTIFIED. 6. ROOF STRUCTURE IS CONVENTIONAL LIGHT 3. 3111.3.4-PV SYSTEM HAVE A FIRE FRAMED WOOD CONSTRUCTION WITH 2X4 PROPERTY LINE CLASSIFICATION THAT SHALLIS EQUAL TO FOR GREATER PRE-ENGINEERED MANUFACTURED TRUSSES AT 24" THAN THE ROOF ASSEMBLY REQUIRED BY OSSC O.C. LE TO ALLOWABLE SPAN REQUIREMENTS SECTION 1505.1. IN TABLE 33005.4.1. 4. 3111.4.3-3111.4.7-PV LAYOUT SHALL NOT RESTRICT 7. 3111.4.8.5.1-DISCONNECTS,J-BOXES,COMBINER EGRESS,LIGHT VENTILATION,OR ROOF DRAINAGE BOXES GUTTERSSHALLNOT U PLACED IN ANY REQUIRED QUIRED PPATHWAAY OR CUTOUT. 5. 3111.4.8.1-GENERAL PATHWAY REQUIREMENTS:ALL PV 8.3111.5.3.1-TOTAL SYSTEM WEIGHT INSTALLATIONS SHALL INCLUDE A 36 INCH WIDE AND L NOTRACKING EXCEEDL BE PSF.RPV MODULES PATHWAY MAINTAINED ALONG THREE SIDES OF THE AND FFRA SHALLASDIRECTLY IN ATTACHED SOLAR ROOF. TO ROOF FRAMINGS SHOWN IN EXCEPTION 1:ON STRUCTURES WITH A PV ARRAY CONNECTION DETAIL#2. ATTACHMENT AREA OF 1,000 SF OR LESS INSTALLED ON A ROOF ATTACHMENTATWILL OBE AT48"O.C.MAX,IAND WHEN WITH A SLOPE THAT EXCEEDS 2:12 AND WITH AN EDGE, IP,EE,RIDGEDWITHIN 3'OF O.C.F INTERSECTING ADJACENT ROOF AND WHERE NO 3111.5.4.5.4,GAVE,MODULE SHALL H 24"O. MAX. SECTION IS LARGER THAN 150 FEET MEASURED IN SURFS - MAX HEIGHT<18"OFF ROOF LENGTH OR WIDTH. SURFACE. EXCEPTION 1.1:WHERE PV ARRAY DOES NOT EXCEED 25%AS MEASURED IN PLAN VIEW OF TOTAL ROOF AREA OF A STRUCTURE,A MINIMUM OF 12" UNOBSTRUCTED PATHWAY SHALL BE MAINTAINED I ALONG EACH SIDE OF ANY HORIZONTAL RIDGE. EXCEPTION 1.2:WHERE THE SOLAR ARRAY EXCEEDS 25%AS MEASURED IN PLAN VIEW OF TOTAL ROOF AREA OF THE STRUCTURE,A MINIMUM OF ONE 36" DATE:October 27,2017 I SITE PLAN 706 W.17th St. .v, Vancouver,WA 98660 LeValley Residence 4110 -"-`"-""`—..."""" 12028 SW Autumnview St tel i TEL:503407-6820 Tigard,OR 97224 ��� ��• WA:SUNBRSL882NF ` CCB(OR):198787 (425)754-9596 `\`\ ! 2X4 PRE-ENGINEERED MANUFACTURED TRUSS SPACED Cp 24"O.C. TRUSS CONNECTION POINTS TRUSS CONNECTION POINTS SPACED SPACED 48"O.C.MAX. @24"O.C.WHEN WITHIN 36"OF ROOF EDGE r I 3'3"� ! I I x a - r t .: iSI �i .' int r~ -( �� IIIIIIIIIII wu simfoii g : qai �� iii,111610141'11111F1111 iii, • cl. )ur`s =Ill I ,,�tii� n 11 a r II - i I F . ii i I II 1 Ip I� I I [ E . I 1 DATE:October 27,2017 I ROOF PLAN I TILT=18°I AZIMUTH 706 W.17th St. Vancouver,WA 98660 LeValley Residence """"""'�'""'"'"'"""°"""' TEL:503-407-6820 12028 SW Autumnview St f t\ WA:SUNBRSL882NF Tigard,OR 97224 �. ,� 'J CCB(OR):198787 (425)754-9596 t` 1 IP' r 4 1. Roof Detail 2. Connection Detail Scale:NTS Scale:NTS SOLAR COLLECTOR MODULE DIMENSION MODULE(4 PSF, VARIES I r MAX) NEW SOLAR MODULE I :::•:•.:::,•'J: ' .••p• ARRAY AND SECT ON : •.' ••�••O•••••':•:'•••',••••: ATTACHMENT SYSTEM 'Q`: ':::::::;` ,•.j'•,is',�.,�;j0: ,'•r'•r'::.::: 1. TO EXISTING ROOF i: ,.,p. ••••y.TRUSS CONNECT SOLAR :::::::::::::: • 1 . �• MODULE TORAILS /'�/ WITH 1 CONNECTOR �•:'•:':'J••:•• :'•:!':.•::•! !•,:::•::•. �� mdligh Ai FOR EACH 6.SO FT. ";h0 M4�;':I;t;I .v}_:: -.. OR LESS OF MODULE I '• i,:::..41:1I SURFACE :I:. :•:':•:•:❖:❖ :'. CORROSION RESISTANT I I j jl.'.iiiiap.p•:1i::•Xi.••• METAL RAIL ANCHOR TO •�;:�'V:�I�ViV:t t'�:�:•: Li ALTERNATE ROOF FRAMING) III .: -'----- - -!•-�• --. III 72"MAX.ON CENTER PER W U EXISTING 2X4 PRE-ENGINEERED SECTION A-A TYPICAL. MANUFACTURED TRUSSES 24" PROVIDE A MINIMUM OF 2 I MANUFACTURED TRUSS SPACIN(= O.C. RAILS PER MODULE. 0 24"MAX ON CENTER 4 IRONRIDGE CONTINUOUS SUPPORT RAIL AND CONNECTION POST BY RAIL MANUFACTURER , IRONRIDGE L-FOOT.INSTALL PER MANUFACTURERS INSTALLATION INSTRUCTIONS DATE October 27,2017 706 W.17th St. ,„.,,,,.,,,,,„, Vancouver,WA 98660 LeValley Residence ��� TEL:503-407-6820 12028 SW Autumnview St WA:SUNBRSL882NF Tigard,OR 97224 CCB(OR):198787 (425)754-9596 3-3 i i-0-4 rivr-D CI:- LG t y a�- I K hL Innovation for Life's Good 3l0 1 DING DIVISION ON a Better Life @ t 4 4 4 ♦ 4 4 4 4 + 4 4 * 4 ... + y 4._... _. 4.. __. *0,. _ 4 __.-t ........p 4 4 t 4 ii 4 * 4 4 4 4 4 4 4 LGMonoX'Plus LG30051C-A5 LG MonoX®Plus is LG Electronics'high-quality monocrystalline module.The quality is the result of our strong commitment to developing a module ®o improve V o ETA os APPROVED PRT 60 cell benefits for customers.Features of MonoX Plus include D E E ' durability,convenient installation,and aesthetic exterior. Intertek � ,rs Enhanced Performance Warrantye Li Reduced LID LG Mono X®Plus has an enhanced performancLG Mono X®Plus has reduced the initial degradation of solar warranty.The initial degradation of cells has cells by applying LG's new LILY(LID-improvement for Lifetime 2%,and the annual rate of degradation has Yield)Technology,which controls the reaction of Boron and fallen-0.55%/yr. Oxygen,the main cause of LID(Light Induced Degradation). IImproved Product Warranty Light and Convenient As well as the enhanced performance warranty, Oh LG Mono X®Plus has been carefully designed,it weighs just LG Mono X®Plus is covered by product warranty 18.Okg(39.69 Ib)and has better grips that allow for quick for 12 years. installation. About LG Electronics 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 on 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 first Mono X®series to the market in 2010,which were exported to 32 countries in the following 2 years,thereafter.In 2013,NeONT"(previously known as Mono X®NeON)&2015 Ne0N2 with CELLO technology won"Intersolar Award",which proved LG is the leader of innovation in the industry. LG Monod®Plus LG30051C-A5 Mechanical Properties Electrical Properties(STC*) Cells 6 x 10 Module 300W Cell Vendor LG Maximum Power(Pmax) 300 Cell Type Monocrystalline/P-type MPP Voltage(Vmpp) 31.6 Cell Dimensions 161.7 x 161.7 mm/6 inches MPP Current(Impp) 9.50 e of Busbar 4 Open Circuit Voltage(Voc) 38.9 Dimensions(L x W x H) 1686 x 1016 x 40 mm Short Circuit Current(Isc) 10.07 66.38 x 40 x 1.57 inch Module Efficiency 17.5 Front Load 6000Pa Operating Temperature -40-+90 Rear Load 5400Pa Maximum System Voltage 1000 Weight 18 kg Maximum Series Fuse Rating 20 Connector Type MC4 Power Tolerance(%) 0-+3 Junction Box IP68 with 3 Bypass Diodes *STC(Standard Test Condition):Irradiance 1000 W/m',Ambient Temperature 25°C,AM 1 5 Cables 1000 mm x 2 ea/39.37 in x 2 ea *The nameplate power output is measured and determined by LG Electronics at its sole and absolute discretion. *The typical change in module efficiency at 200 W/m'in relation to 1000 W/m'is-2.0%. Glass High Transmission Tempered Glass Frame Anodized Aluminium Certifications and Warranty Electrical Properties(NOCT*) Module 300W Certifications IEC 61215,IEC 61730-1/-2 Maximum Power(Pmax) 220 UL 1703 MPP Voltage(Vmpp) 29.1 IEC 61701(Salt mist corrosion test) MPP Current(Impp) 7.56 IEC 62716(Ammonia corrosion test) Open Circuit Voltage(Voc) 36.0 ISO 9001 Short Circuit Current(Isc) 8.10 Module Fire Performance(USA) Type 1 *NOCT(Nominal Operating Cell Temperature):Irradiance 800W/m',ambient temperature 20°C,wind speed 1 m/s Fire Rating(CANADA) Class C(ULC/ORD C1703) Product Warranty 12 years Output Warranty of Pmax Linear warranty** Dimensions(mm/in) 120/0 5 *0 1)1st year:98%,2)After 1st year.0.55%annual degradation,3)25 years•84 8% --,-.,---S S 5/03 Temperature Characteristics a°°3 NOCT 45±3°C , L- PmPP -0.41%/°C n°,x Voc -0.30%/°C °9O^ Isc 0.03%/°C .._.. p....�n. Characteristic Curves -g=„,a \ Q 10 1000W ar.i°e��s'O/ s \ . -r, a 800W n_ U 6 600W ee 200W 1 1 Voltage(V) j S I i t 0 5 10 15 20 25 30 35 40 45 50 6I V ;21 0 -I nj x E .. iso a 975 -- Li or Li 65 Pmax m 32.5 8 ,• - , As 0 , 1 1 1 � � 1 � Temperature(•C) •The distance between the center of the mounting/grounding holes. -40 -30 -20 -10 0 10 20 30 40 50 60 70 60 90 0 LG North America Solar Business Team Product specifications are subject to change without notice. LG Electronics U.S.A.Inc I. `.,"I•. Life's Good 1000 Sylvan Ave,Englewood Cliffs,NJ 07632 4l �p Copyright 0 2017 LG Electronics.All rights reserved. Innovation fora Better Life ;d Mr 'h. Contact:Ig.solar@lge.com 01/01/2017 ”'ti www.Igsolarusa.corn o ■ rE7* Data Sheet !r Enphase Microinverters OCT 3 1 2017 toter OF IsRL R1- 4 The high-powered smart grid-ready Enphase Enphase IQ 6 MicroTM and Enphase IQ 6+ Micron" IQ 6 and IQ 6+ dramatically simplify the installation process while achieving the highest efficiency for module-level M icroinverters power electronics. Part of the Enphase IQ System,the IQ 6 and IQ 6+ Micro integrate seamlessly with the Enphase IQ Envoy", Enphase Q AggregatorTM, Enphase IQ Battery",and the Enphase Enlighten TM monitoring and analysis software. The IQ 6 and IQ 6+ Micro extend the reliability standards set forth by previous generations and undergo over a million hours of power-on testing. Enabling Enphase to provide an industry-leading warranty of up to 25 years. Easy to Install • Lightweight and simple • Faster installation with improved two-wire cabling • Built-in rapid shutdown compliant(NEC 2014) f . Productive and Reliable • Optimized for high powered 60-cell and 72- cell*modules • More than a million hours of testing • Class II double-insulated enclosure Smart Grid Ready • Complies with fixed power factor,voltage and frequency ride-through requirements • Remotely updates to respond to changing grid requirements • Configurable for varying grid profiles 41) *The IQ 6+Micro is required to support 72-cell modules CERTIFIED SAFETY US CA E341165 To learn more about Enphase offerings,visit enphase.com EN PHAS E. Enphase IQ 6 and IQ 6+ Microinverters • INPUT DATA(DC) IQ6-60-2-US AND IQ6-60-5-US IQ6PLUS-72-2-US AND IQ6PLUS-72-5-US Commonly used module pairings' 195 W-330 W 4 235 W-400 W Module compatibility 60-cell PV modules only 60-cell and 72-cell PV modules Maximum,input DC voltage 48 V 62 V Peak power tracking voltage 27 V-37 V 27 V-45 V Operating range 16 V-48 V 16 V-62 V Min/Max start voltage 22 V/48 V 22 V/62 V Max DC short circuit current(module lsc) 15 A 15 A Overvoltage class DC port II II DC port backfeed under single fault 0 A 0 A PV array configuration 1 x 1 ungrounded array;No additional DC side protection required; AC side protection requires max 20A per branch circuit OUTPUT DATA(AC) IQ6-60-2-US AND IQ6-60-5-US IQ6PLUS-72-2-US AND IQ6PLUS-72-5-US Peak output power 240 VA 290 VA Maximum continuous output power 230 VA 280 VA Nominal voltage/range' 240 V/211-264 V 208 V(10)/183-229 V 240 V/211-264 V 208V(14*).t 183-229 V Nominal output current 0.96 A 1.11 A 1.17 A 1.35 A Nominal frequency 60 Hz 60 Hz • Extended frequency range 47-68 Hz 47-68 Hz Power factor at rated power 1.0 1.0 Maximum units per 20 A branch circuit 16(240 VAC) 13(240 VAC) 14(single-phase 208 VAC) 11 (single-phase 208 VAC) Overvoltage class AC port Ill Ill AC port backfeed under single fault 0 A 0 A Power factor(adjustable) 0.7 leading...0.7 lagging 0.7 leading...0.7 lagging EFFICIENCY @240 V @208 V(10) @240 V @208 V(14)) CEC weighted efficiency 97.0% 96.5%' 97.0% 96.5°k MECHANICAL DATA Ambient temperature range ! -40°C to+65°C Relative humidity range 4°%o to 100'%(condensing) Connector type MC4 or Ampherol H4 UTX Dimensions(WxHxD) 219 mm x 191 mm x 37.9 mm(without bracket) Weight 1.5 kg(3.3 lbs) Cooling Natural convection-No fans Approved for wet locations Yes Pollution degree PD3 Environmental category/UV exposure rating Outdoor-NEMA 250,type 6(IP67) FEATURES Communication Power line Monitoring Enlighten Manager and MyEnlighten monitoring options Compatible with Enphase IQ Envoy Compliance UL 62109-1,UL1741/1EEE1547 FCC Part 15 Class B, ICES-0003 Class B, CAN/CSA-C22.2 NO.107.1-01 This product is UL Listed as PV Rapid Shut Down Equipment and conforms with NEC-2014 and NEC-2017 section 690,12 and C22.1-2015 Rule 64-218 Rapid Shutdown of PV Systems,for`AC and DC conductors,when installed according manufacturer's instructions. 1.No enforced DC/AC ratio.See the compatibility calculator at enohase.com/en-us/support/module-compatibility. 2.Nominal voltage range can be extended beyond nominal if required by the utility. To learn more about Enphase offerings,visit enphase.com ©2017 Enphase Energy.All rights reserved.All trademarks or brands used are the property of Enphase Energy,Inc. E N P H A S E. 2017-05-01 `O