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HomeMy WebLinkAboutSOLR-20-199 City-of Arcadia, CA _ Pie rtroSOLR 2U 0199' DevelopmentServices Department e%1 PermitType SOlaf. 24West Huntington Drive,Post Office Box 60021 `-Acadia,CA 91066-6021 Iltt ,, J TOW, Work CfasslflCafiOn Solaro Re"sldenttal (626)57.4-5416 r:•.5,�/�''( .: ... 8((Ial 'StQUS ISSU@d CAD RFA• >: �� .w� �"'� � ��Issue�Date Oz/o5/2020` Expiration: Addr,NO. _ Dir Prefix Street Name Street Suffix Unit City,State,Zip Parcel Number 1340 S SIXTH AVE Arcadia,CA 91006-4314 5780012005 •Coritacts' HONGLEI WANG Owner SUNRUN* Contractor I. -1340 SIXTH AVE a` """ " " 9220 HALL RD, DOWNEY,CA 90241 (909)287-9867 (562)441-8063 750184 Description:ROOF MOUNTED SOLAR SYSTEM 22 Valuation: $ 0.00 Tenant MODULES/MICROINVERTERS AND COMBINER BOX Total Sq Feet: 0.00 Plan Check# Plan# Fees Amount payments Amount Paid Building Plan Check Fee Residential $50.00 Total Fees $324.72 Distribution Panel $16.48 Cash/Receipt#REC-03766-20 $324.72 Electrical Permit Issuance Fee $47.01 Fire Plan Check Fee Residential $50.00 Amount Due: $0.00 Inverters $77.78 Panels $82.45 • Solid Waste Management Fee 2 $1.00441 PLETED Total: $324.72 2-24--7-0 CALLS FOR INSPECTIONS / MAL L Request for inspection by telephone at 626-574-5450. Leave a message 411/\,1 requesting the address,timeframe and what inspection item is needed. • This permit/plan review expires by time limitation and becomes null and void if the work authorized by the permit is not commenced within 180 days from the date of issuance or if the permit is not obtained within 180 days from the date of plan submittal.This permit expires and becomes null and void if any work authorized by this permit is suspended or abandoned for 180- consecutive days or if no progressive work has been verified by a City_of Arcadia building inspector for a period of 180 consecutive days. • •.s • February 05, 2020 Issued By: Date February 05,2020 Page 1 of 1, OF ARC %4 00FORp0A, CI, * V PERMIT/PLAN 'REVIEW APPLICATION 4 1044 If o w, Development Services Department,240 West Huntington Drive,Post Office Box 60021 Arcadia, CA 91066-6021, (626) 574-5416,.Fax (626) 447-9173 City of Arcadia LICENSED CONTRACTOR'S DECLARATION WORKERS'COMPENSATION DECLARATION 0 I hereby affirm under penalty of perjury that I am licensed under provisions of I hereby affirm under penalty of perjury one of the following: Chapter 9(commencing with Section 7000,of Division 3 of the Business and Professions Code,and my license is in full force and effect. ❑ I have and will maintain a certificate of consent to self-insure for workers' License Class c�'—(� License No.-7S©' Signature of Contractor Exp. Date compensation, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. OWNER-BUILDER DE LARATION ❑ I have and will maintain workers'compensation insurance,as required by Section 0 I hereby affirm under penalty of perjury that I am exempt from the Contractors 3700 of the Labor Code,for the performance of the work for which this permit License Law for the following reason(Section 7031.5,Business and Professions is issued.My workers'compensation insurance carrier and policy numbers are: Code.Any city or county which requires a permit to construct,alter,improve, Carrier �--� ' demolish,or repair any structure,prior to its issuance,also required the applicant Policy Number "`,A --1—(9-(K)--(`(sS v2- X2`1 for such permit to file a signed statement that he or she is licensed pursuant to the (This section need not be completed if the permit is for one hundred dollars or less) provisions of the Contractors License Law(Chapter 9(commencing with Section 7000)of Division 3 of the Business and Professions Code) or that he or she is exempt there from and the basis for the alleged exemption. Any violation of IDI certify that in the performance of the work for which this permit is issued,I shall Section 7031.5 by any applicant for a permit subjects the applicant to a civil not employ any person in any manner so as to become subject to the workers' penalty of not more than five hundred dollars($500)): compensation Laws of California,and agree that if I should become subject to the workers'compensation provisions of Sec' n 3700 of the Labor Code,I shall ❑I, as owner of the property, or my employees with wages as their sole orthwith comply with those provisions. compensation,will do the work,and the structure is not intended or offered for 2—S— sale(Section 7044,Business and Professions Code:The Contractors License ate Signature Law does not apply to an owner of property who builds or improves thereon, or who does such work himself or herself or through`,his,or her own _ employees,provided that such improvements are not intended•or offered for WARNING: Failure to'secure Workers'Compensation coverage is unlawful, sale.If,however,the building or improvement is sold within one(15 year of and shall subject an employer to criminal penalties and civil finesup-to one completion,the owner-builder will have the burden of proving that he or she hundred thousand dollars($100,000),,in addition to the cost of compensation, did not build or improve for the purpose of sale). damages as provided for in Section 3706 of the Labor Code,,interest, and attorney's fees. 0 I, as owner of the property, am exclusively contracting with licensed - - contractors to construct the project(Section 7044,Business and Professions Code:The Contractors License Law does not apply to an owner of property CONSTRUCTION LENDING AGENCY who builds or improves thereon, and who contracts for such projects with a I hereby affirm under penalty of perjury that there is a construction lending agency contractor(s)licensed pursuant to the Contractors License Law). for the performance of the work for which this permit is issued (Section 3097, Civil Code). _ 0 I am exempt under Section 7044,Business and Professions Code,for this reason: Lender's Name Date Signature Lender's Address IMPORTANT:APPLICATION IS HEREBY MADE TO THE BUILDING OFFICIAL FOR A PERMIT SUBJECT TO THE CONDITIONS AND RESTRICTIONS SET FORTH ON THIS APPLICATION AND THE FOLLOWING: 1. The City's approved plans and permit inspection card must remain on the job site for use by City inspection personnel. 2. Final inspection of the work authorized by this permit is required.A Certificate of Occupancy must be obtained prior to use and occupancy of new buildings and structures. 3. Per South Coast Air Quality Management District(AQMD)regulations,renovation and remodeling work that results in the removal,stripping,or altering of asbestos containing materials requires an asbestos survey and removal prior to disturbing the asbestos.Please contact AQMD at(909) 396-2000 for further information. F, Name --7 VC- � ,2„ Title Fec._` l— r" PRINT NAME certify that I have read this application and state that the above information is correct and that I am the owner or duly authorized agent of the owner. agree to comply with all City 1 i a ces and State Laws relating to building construction. I hereby authorize representatives of the City of Arcadia to enter upon the abov•-menti iv ed pro rty for inspection purposes. Signature ate s �?_..,- r) . ARRAY TRUE MAG PV AREA SITE PLAN-SCALE=3/64"=1'0" PITCH AZIM AZIM (SQFT) AR-01 17° 179° 167° 399.1 IOD —(E)DRIVEWAY —ROOF PATHWAYS —(E)RESIDENCE -4(E)GATE (E)DETACHED (3'TYP) ti STRUCTURE (E)GATE 1 .PL PL PL PL —� PL PL — IPL e NOTES: • p •.. • I > < 13 • RESIDENCE DOES NOT CONTAIN ACTIVE FIRE ' SPRINKLERS. '•L ' • w \ ARRAY DETAILS: • TOTAL ROOF SURFACE AREA:2896 SOFT.4 �� • TOTAL PV ARRAY AREA:399.1 SQ FT. •., '''- % • _ ��1•, • PERCENTAGE PV(TOTAL PV ARRAY AREA/TOTAL L ROOF SURFACE u'. 1 ?7'. —�/ '''�• ° DIII I `°. r AREA)•100=13.8% �•i ° sunrun PL PL T — PL I PL 1 PL • PL PL GILBER// C10,C46� CA CL#750184 8220 E 701.779.7406 01.OAO,OOhMEY,CA 90241 —FIRE SETBACKS —(N)ARRAY AR-01 ROOF PATHWAYS FMOHP2.se;'ss,°fi (18"TYP) (3'TYP) CUSTOMER RESIDENCE: (E)GATE .. HONGLEI WANG 1340 6TH AVE,ARCADIA,CA, 891006 (6E30 TEL.(909)287-9867 APN#:5780-012-005 PROJECT NUMBER: 114R-340WANG DESIGNER: (415)580-6920 ex3 KATIE SYLVIA-SHEA . SHEET SITE PLAN • REV:A 1/30/2020 • NOTE:MICRO-INVERTERS INSTALLED UNDER EACH MODULEPAGE PV-2.0 /0, _,' V\ •v(410 f� . AFFIDAVIT SELF-CERTIFICATION FOR COMPLIANCE OF SMOKE ALARMS AND CARBON MONOXIDE ALARMS Property Address: •3D . (P-�'h. aJZ Aveg 1�1 i 1 O0�° Permit Number: SOLR.--2-0 -©I qq Brief Job Description: 1J e_LI) - Sn l a V. Iiis fir 11 . Number of smoke alarms installed: `i Number of carbon Monoxide alarms installed: Z When alterations, repairs or additions requiring 5a permit occur, or sleeping rooms are created, Smoke alarms shall be.installed in each sleeping room, and outside each separate sleeping area in the immediate vicinity of the bedrooms, and on each additional story of the dwelling, including basements and habitable attics as required by Section R314 of the 2016 California Residential Code. (CRC) and California Health and Safety Code Section 13113.7. For dwellings or sleeping units containing fuel burning appliances or having attached' garages, carbon monoxide alarms shall be installed outside each separate sleeping area in the immediate vicinity of the bedrooms, and on each additional story of the dwelling, including basements as required by Section R315 of the of the 2016 California Residential Code (CRC). Multi-purpose alarms (combination carbon monoxide and smoke alarms) may be used. All alarms shall comply with requirements for listing and approval by the Office of the State Fire Marshal. htt.://osfm,fire.ca..•ou/licensin•listin•s/Iicenselistin• bml searchcotest.•h• As owner of the above referenced property, I hereby certify that the smoke alarms and carbon monoxide alarms have been installed in accordance with the manufacturer's instructions and in compliance with the code sections referenced above. I declare under penalty of perjury that the foregoing is true and correct, and that this declaration was executed on (Date) , -2-1z--117-,(9-2 ,.7 at Arcadia, Califtrnia. Owner's Name (printed/typed): �o� Z,' 611/j-- 2 f Signature of Owner: ' , _e,'--L _- This affidavit must be returned to the City of Arcadia inspector prior to final inspection liVg*JA r2 " i.kr_,,. : , .-GARP-OLECAUSJMALASKI --IMP-a Guest Room fii le 0 , Bothroon, Storage . ' (ra1 1 -........ 1 . ,.......... _ k 111 Family Room 1 g 1111 . _ _ i Garage L __. FIRST FLOOR PLAN (74. kV SMOKE &ARM F.,,,1 tt. CARBON MONOXIDE ALARM , _-- Wri, i, te str -- --'1— ``-•••'4-.. , Bativ _ , flk, Master Bedroom • Dining Room Kitchen I I* (.. - • ' ... HallCloset G ti -,....., Closet --......T.: Clowi, . _ ____, , Family Room Bedroom Bedroom - , SECOND FLOOR PLAN . . C, .SMOKE ALARM I CARBON MONOXIDE ALARM ,.. sun run Structural Calculations for the Honcdlei Wang Residence PV Installation Date: 1/30/2020 Job Address: 1340 6Th Ave Arcadia, CA, 91006 Job Number: 114R-340WANG Scope of Work These calculations are for the existing roof framing which supports the new PV modules as well as the attachment of the PV system to existing roof framing. All PV mounting equipment shall be designed and installed per manufacturer's approved installation specifications. Calculation Index Sheet Description 2 Structural Geometry, Live Load,Snow Load,Wind Load, Dead Load,&Roof(1)Framing Check 3 Roof(1)Framing Check Continued, Roof Attachment Check,Seismic Check,&Scope of Work Engineering Calculations Summary Code: 2O9CBC/CEBC/CRC,ASCE 7-16,and 2018 NDS Snow Load: S= 0 psf Live Load: LL= 20 psf Wind: Wind Speed Ult. (V)= 95 mph Exp.= B PV Dead Load: DPV= 3.0 psf fl FN ‘s* MASSOG F(<� C7 04 I ' * -_ •••):4). 1V11.. CA�1F�Q` 133 Technology Dr.,Suite 100, Irvine,CA 92618 I P 949.393.0993 TM ` „Isi®� Address: 1340 6Th Ave Arcadia,CA,91006 1 �� 2of3 .Structrure Geometry: - Mean Roof Height,hn = 22 ft Eave Height,he = 18 ft Buiding Length,L = 90 ft • Building Width;B = 43 ft • Module Area = 20 ft2 Roof Pitch,0 = 17 degrees Snow Load: • Ground Snow Load,pg = 0 Fig.7-1 Wind Load: Basic Wind Speed(3s-gust) = 95 mph Figure 26.5-1A Building Occupancy Category = 2 Table 1.5-1 Wind Importance Factor,Iw = 1.00 Table 1.5-2 Exposure Category = B Sec 26.7.3 Topographic Factor,Kzr = 1.00 Equation 26.8-1 Adjustment Factor,A = 1.00 Figure 30.5-1 • Edge Zone,a = 4.30 ft Figure 30.5-1 Uplift(0.6W) Zone 1(psf) Zone 2(psf) Zone 3(psf) GCp -1.32 -2.15 -1.66 Table C30.3-6 P716=.6 x qh x GCPzone x Ye x Ya = -9.60 -14.26 -11.06 Equation 29.4-7 Downward(0.6W) GCp 0.58 0.58 0.58. Table C30.3-6 P716=.6 x qh x GCPzone x Ye x Ya = 9:60 9.60 9.60 Equation 29.4-7 Dead Load: • Roof(1): • Roof • Walls-Exterior • Flat Tile 9.0 psf Stucco 10.0 psf 5/8 OSB Sheathing 2.0, 2x4 Studs @ 16" 2.0 2x8 Rafter @ 16"OC 2.0 Gypsum 3.0 Misc.(Ceiling,Insulation,etc.) 1.0 Misc.(Insulation,etc.) 2.0 PV System,Ppv .3.0 Total Roof DL= 17.0 psf' 'Total Wall DL= 17.0 psf Roof(1)Framing Check: Roof Framing = 2x8 Rafter @ 16"OC Timber Species = Doug Fir-Larch#2 Max Beam Span = 15.50 ft b = 1.5 in d = 7.25 in Moment of Inertia,lx = 47.63 in4 Section Modulus,Sx = 13.14 in3 Bending Stress,Fb = 900 psi Elastic Modulus,Emin = 580000 psi Co(Wind) Co(Snow) Cis Cm Ct Wood Adjustment Factors: 1.60 1.15 I 1.00 1.00 I 1.00 Ci. CF Cfu Ci Cr 1.00 1.20 I 1.00 1.00 I 1.15 • 133 Technology Dr.,Suite 100, Irvine,CA 92618 I P 949.383.0993 • TM ,aTM Address: 1340 6Th Ave Arcadia,CA, 91006 3 of 3 Roof(1)Framing Check Continued: PV Tributary Width,Wpv = 2.75 ft PV Tributary Length,Lpv = 5.3 ft PV Tributary Area,At = 14.7 ft' PV Dead Point Load,PD=PpvX At = 42 lb Roof Distributed Load,wDL = 18 plf Load Case: 0.6DL+0.6W (CD=1.6) Roof Zone = 2 ' Pup=Pnet X At+0.6 x PD X COS(e) = 184 lb Mb(wind_up) = -851 lb-ft Fb'(wind)=Fb xCD XCLS XCM XCt XCL XCF XCfu XCI XCr = 1987 psi Mallowable=Sx x Fb'(wind) = 2176 lb-ft > -851 OK Load Case: DL+0.6W (CD=1.6) Pdown=Pnet x At+PD X cos(0) = 183 lb Mb(wind_down) = 1702 lb-ft Fb'(wind)=Fb XCD XCLS XCM XCt XCL XCF XCfu XCI XCr = 1987 psi Mallowable=Sx x Fb'(wind)' = 2176 lb-ft > 1702 OK Rafter Attachments:0.6D+0.6W(Zone 2) Puplift=At X Pnet = 184 lb Connector Uplift Capcity per SnapNRack Test Results = 318 lb > 184 OK 5/16"Lag Screw Withdraw)Value = 266 lb/in Table 12.2A-NDS Lag Screw Penetration = 2.50 in Allowable Capacity with Co = 1064 lb > 184 OK Seismic Check: • Existing Dead Load: Solar Dead Load: Aroofexisting = 3870 ft' Wpanel = 42 lb Wroofexisting = 54180 lb Numpanel = 22 Awallexisting = 4788 ft2 Wpanel tot = 924 lb Wwallexisting = 81396 lb Wbos = 216 lb Wtotal = 135576 lb Warray = 1140 lb %increase=(Wtotal+Warray)/Wtotal = 136716 *100%400% = 0.84% ** 135576 **The increase in weight as a result of the solar system is less than 10%of the existing structure and therefore no further seismic analysis is required. Limits of Scope of Work and Liability We have based our structural capacity determination on applicable building codes,professional engineering inspection and design experience,opinions and judgments.The calculations produced for this dwelling's assessment are only for the proposed solar panel installation referenced in the stamped plan set and were made according to generally recognized structural anlaysis standards and procedures. 133 Technology Dr.,Suite 100, Irvine, CA 92618 I P 949.383.0993 5/1610 LAG SCREWS MUST EMBED A MINIMUM OFSNAPNRACK 2-1/2"INTO ROOF STRUCTURAL MEMBERS/RAFTERS UR-40 RAIL,TYP. TORQUE ALL 5/1610 HARDWARE TO 10-16 FT-LBS SNAPNRACK r �J RAILS CAN MOUNT TO EITHER SIDE OF TILE HOOK ULTRA MOUNTING - !1�' a+ HARDWARE'TYP. -,a �i (UPSLOPE VS.DOWNSLOPE) + r ,I 17 • y / FLAT TILES SNAPNRACK FLAT RAILS CAN BE LEVELED UP TO 1-1/4"USING THE SLOT ULTRA HOOK, P ``"``` `` IN THE TILE HOOK - � `` 2-QTY SFIE 0 LAG SCREWS WITH 3/4"0----) varier 411910** ''�* WASHERS:ENSURE2-1/2 MINIMUM -= EMBEDMENT INTO RAFTER.---• / • 4.A. ROOF DECKING, TYP. } I 2 1/ IN EBEDMENT,- UR 40 RAIL 1 / #� w- 4NTO WOOD RAFTER TYP j :. ani RAFTER,TYP. 1 {� -'. _IAtm __ l� - ` AND UNDER BASSEAL TE NS e = WITH APPROPRIATE 4 \ ROOF SEALANT 1 ice, SNAPNRACK FLAT ULTRA ,� HOOK ASSEMBLY e1111 I .6 SEAL PENETRATIONS AND UNDER BASE WITH APPROPRIATE ROOF SEALANT I �`aFESS10 FLAT ROOF TILE, e 4oµEe�y. TYP. q/��Q mem. ROOF DECKING, :1-1 wo". t�11011111 . cM RAFTER OR� .. ,_ ROOF DECKING,TYP. STRUCTURAL 1 _ ROOF MEMBER ��� RAFTER OR STRUCTURAL INSTALLED \, ROOF MEMBER sun r u n REV DATE 3/7/2018 PAGE SNAPNRACK UR4O-PEN-D08: PENETRATION DETAIL, FLAT ULTRA HOOK NG DETAIL • - BONDING MID CLAMP // \ ASSEMBLY • ® I'1 r ( M F .0,„.1,... , _ _ SS BONDING PIN MI -�-- - = MODULE FRAME ( I ri. i RAIL l BONDING CHANNEL NUT NOTE: 1. END CLAMPS USE SAME BONDING PIN DESIGN TO BOND MODULES TO RAIL 612-AWG BARE 5/16"-18 SS-BOLT -- COPPER WIRE SS SPLIT LOCK WASHER --. (TORQUE TO 16 FT-LBS) / SNAPNRACK • / — \ ,•, GROUND LUG i • `� I / N __pg \ / ( -mak=�- 01 BONDING \ �I, \ CHANNEL NUT I RAIL SS BONDING PINS NOTE: 1. ALL HARDWARE IS INCLUDED FROM MANUFACTURER 2. A MINIMUM OF ONE GROUND LUG IS TO BE INSTALLED ON EVERY CONTINUOUS ROW OF MODULES 3. GROUND LUG MAY BE INSTALLED IN EITHER RAIL CHANNEL ASSEMBLER: 4. GROUND LUG MAY BE INSTALLED SO GROUND WIRE IS PARALLEL OR PERPENDICULAR TO RAIL 5. ENSURE SPLIT LOCK WASHER IS INSTALLED ON TOP OF COPPER WIRE INSPECTOR: DESCRIPTION: DRAWN BY: MIKE WATKINS SNAPNRACK UL RACKING APPROVED BY: CODY NORMAN SnapN rack REVISION: GROUNDING DETAILS F 1/20/2015 NEW ITEM Solar Mounting Solutions _ Sunrun South LLC 595 MARKET STREET,29TH FLOOR•SAN FRANCISCO,CA 94105 USA PART NUMBER: SCALE: PHONE(415)0806950•FAX(415)5801902 DNS _ THE INFORMATION IN THIS DRONING IS CONRDENTIALAND PROPRIETARY.ANY REPRODUCTION,DISCLOSURE,OR USE THEREOF IS PROHIBITED WITHOUT ME WRITTEN CONSENT OF WARM SOUTH 110. DESCRIPTION: DRAWN BY: SNAPNRACK, ULTRA RAIL SPLICE mwatkins Snap rack REVISION: Solar Mounting Solutions PART NUMBER(S): 595 MARKET STREET,29TH FLOOR•SAN FRANCISCO,CA 94105 USA A PHONE(415)580-6900•FAX(415)580-6902 242-01213, 242-01214 THEC FORMAT ONIN THSDRANANG IS CONFlDENT AL ANDPROPR ETARY.ANY REPROW CRON,DISCLOSURE,OR USE THEREOF IS PROHIBITED WITHOUT THE W WTTEN CONSENT OF SUNRUN SOUTH LLC. :?' 0/ '1( 9A � / /r Pdyy�a 1J§�E® 411).10 /.4 9 ._) 00„ 0 ( 0 CIO ,,,;o 440) 0 (it PARTS LIST ITEM QTY DESCRIPTION 1 1 SNAPNRACK ULTRA RAIL SPLICE TAPPED PRC, CLEAR 2 1 SNAPNRACK ULTRA RAIL SPLICE THRU PRC, CLEAR 3 2 SNAPNRACK, SNAPLINK BONDING CLIP, TYPE 2, STEEL 4 1 BOLT, FLANGE, SERRATED, 5/16IN-18 X 1-3/4IN, SS MATERIALS: 6000 SERIES ALUMINUM, STAINLESS STEEL OPTIONS: DESIGN LOAD (LBS): N/A CLEAR/ BLACK ANODIZED ULTIMATE LOAD (LBS): N/A TORQUE SPECIFICATION: 12 LB-FT CERTIFICATION: UL 2703, FILE E359313 WEIGHT (LBS): 0.52 CERTIFICATE 'OF COMPLIANCE Certificate Number 20180718-E359313 Report Reference E359313-20171106 Issue Date 2018-JULY-18 • Issued to: SUNRUN SOUTH LLC,DBA SNAPNRACK • 775 Fiero..Ln - Suite 200 'San Luis Obispo CA.93401 ' This is to certify that Mounting,Systems,-Mounting Devices, Clamping Devices and representative samples of Ground Lugs for Use with Photovoltaic Modules and Panels - • • Ultra Rail Mounting and Bonding Systems for use with Photovoltaic.Modules, consisting of the following components: Ultra Rail, Mid Clamp; X End Clamp, Universal End Clamp, Ultra Rail Splice; Ultra Rail Composition Mount Kits, Standard Standoff • for Ultra Rail; Four Hole:Standoff for Ultra:Rail, Heavy Duty. ' - • - " Standoff-fer Ultra Rail,Metal Roof Base Standoff for Ultra Rail, --- Ultra Rail Corrugated Block, , Standard Base Seam Clamp for,. Ultra Rail, Wide Base Seam Clamp for-Ultra Rail, Ultra Rail. " Universal Tile Hook; Ultra Rail Flat.'Tile Hook, Flat Tile • Replacement Kit for Ultra Rail, S Tile Replacement Kit for Ultra Rail,W Tile Replacement Kit for Ultra Rail, Ultra Rail Hanger Bolt' Clamp, Ground Lugs,'Ultra_Rail Skirt Assembly, MLPE Frame Attachment Kit, MLPE Rail Attachment Kit, Smart Clips. Have been,investigated by UL in accordance with the Standard(s) indicated'on this Certificate. Standard(s)for Safety: ANSI/UL 2703; Mounting Systems, Mounting Devices, Clamping/Retention Devices, And Ground Lugs for use with Flat- Plate-Photovoltaic Modules and Panels. - Additional Information: See the UL•Online Certifications`Directory at www.ul.com/database for additional information Only those products bearing the UL Certification Mark should be considered as beingcovered by UL's `Certification and Follow-Up Service. _ - Look for the U(Certification Mark on the product. Bruce Mahrenholz,Director North American Certification Program , UL LLC Any information and documentation involving UL Mark services are provided on behalf of UL LLC AUL)or any authorized licensee of UL.For questions,please - contact a local UL Customer Service Representative at httpvlul.comlaboutulllocationsl Page 1 of 1.. I powered by Q.ANTUM /DUO _ _. ,1207::. ,7:.atostaz=m1,:=10,—.,_,...,,v--.:-Ir.-2:- ----, Ni_ . 2T-1--, j'2717,\''' '''2',ili - ,.,,,,,iszais,„„.•--...,61,--.:2:07-0', - - - 1 \ 'i \ \ \ \ \ \ 1 i.\ . l t l \ \ I \ \ 1 \ \ 1 \ 1 \ \ \ \ 1 \ 1 \ Q. PEAKDUOG7 . , 35-330 QCELLS ENDURING HIGH YIELD SECURITY .0 EUPO ISuSEARCH PERFORMANCE VD j/NHFN TECHNOLOGY IS TOP_BRAND.P.V_/ L ) 0m 00 Quality Tested MODULES �WDP'9v Or ERUrLOr (mina Ewan *Pura 2019 .D•' 1 IillP�In(o 0 11VDTFONNOLOOY �`� ID.40032587 tnLn Q.ANTUM TECHNOLOGY:LOW LEVELISED COST OF ELECTRICITY Si? Higher yield per surface area,lower BOS costs,higher power classes,and an efficiency rate of up to 19.9%. ,„ INNOVATIVE ALL-WEATHER TECHNOLOGY ( -5 = Optimal yields,whatever the weather with excellent • i low-light and temperature behaviour. ENDURING HIGH PERFORMANCE Long-term yield security with Anti LID Technology,Anti PID 1_ t Technology',Hot-Spot Protect and Traceable Quality Tra.QTM'. t — EXTREME WEATHER RATING MI t �U// High-tech aluminium alloy frame,certified for ®= I. high snow(5400 Pa)and wind loads(4000 Pa). ®- -_. p A RELIABLE INVESTMENT 0 Inclusive 12-year product warranty and 25-year 1 w linear performance warranty2. •}} 1 % STATE OF THE ART MODULE TECHNOLOGY Q.ANTUM DUO combines cutting edge cell separation I j. ._ I I and innovative wiring with Q.ANTUM Technology. • 4— ——T a APT test conditions according to IEC/TS 62804-1:2015,method B(-1500V,168h) • See data sheet on rear for further information. THE IDEAL SOLUTION FOR: QRooftop arrays on ,./�'�t1r Rooftop arrays on residential buildings ``' • ii commercial and Ai industrial buildings Engineered in Germany CELLS MECHANICAL SPECIFICATION Format 66.3in x 39.4in x 1.26in(Including frame) (1685 mm x 1000 mm x 32 mm) .�85.3•(1535 mm) lght 41.2lbs(18.7kg) • - 38.68'(980 mm) 139'(3525 mm) -Wei Front Covet 0.13 in(3.2 mm)thermally pre-stressed glass withI¢ a anti reflection technology 4.omnem9r41ms°avr(4.smm) �?, c� flack Cover Composite film 3244•(951mm) • Frame Black anodized aluminum ___________ _......., _______ --_._. ________.-..-.. ..._-. 39.4•(1900mm) Cell 6 x 20 monocrystalline Q.ANTUM solar half cells • °p?,. Junction@ox 2.09-3.98[6-x 1J-6-2.36in x 0.59-0.71in u±.1-04/0,,,,,,(53-101mm x 32-60mm x 15-18mm),IP67,with bypass diodes Cable 4mm2 Solar cable;(+)z43.3in(1100mm),(-)x433 in(1100mm) 8x Diathesisd ,. _ p 41Mountingi Mounting slme(DEAILA) , Q_74- -6-6 e-tor Staubli MC4,Hanwha Q CELLS HQ04,Amphenol UTX, -� r Renhe 05-6,Tongling TL-Cable01S,JMTHY JM601;IP68 or -.I I.-1.99•(32 mm) DErOILA o.830H) Friends PV2e;IP67 0.955•r24.smm)I I0.33SI8s mm) ELECTRICAL CHARACTERISTICS i POWER CLASS . .. 315 -320 330 I MINIMUM PERFORMANCE AT STANDARD TEST CONDITIONS,STC'(POWER TOLERANCE+5W/-0 W) Power at MPP' Parr '[W1 315 320 325 330 6 Short Circuit Current' Isc [A] 9.99 10.04 10.10 • 10.15 E Open Circuit Voltage' V, [V] 39.84 40.10 40.36 40.62 ,E Current at MPP • IMrr [Al 9.51 9.56 9.61 9.67 ' • Voltage at MPP VMP. [V] 33.14 33.47 33.81 34.14. Efficiency' q [%] >--18.7 x19.0 219.3 x19.6 MINIMUM PERFORMANCE AT NORMAL OPERATING CONDITIONS,NMOT' Power at MPP Parr [W] 235.9 239.6 243.4 247.1 gShort Circuit Current 1, [A] 8.05 8.09 8.14 - 8.18 E Open Circuit Voltage Voc [V] 37.56- 37.81 38.06 38.31 • Current at MPP IMPP [A] 7.48 - - 7.52 7.57 7.61 Voltage at MPP VMrr [V] 31.53 31.85 32.17 32.48 'Measurement tolerances PMPp t3%;ISS;V.±5%at STC:1000W/m2,25±2°C,AM 1.5 according to IEC 60904-3.2800 W/m2,NMOT,spectrum AM 1.5 Q CELLS PERFORMANCE WARRANTY - -PERFORMANCE AT LOW IRRADIANCE - I tE mo ^° At least 98%of nominal power during Ito i _ i r e, -.I,d°,sm,a°a raw° r .. ms 9e I __Inas,010.11..9°,4warm.' first year.Thereafter max.0.54% z I I 1 • degradation per year.At least 93.1% too I L L I i of nominal power up to 10 years.At. I I I • pz 0°' least 85%of nominal power up to w1 i $0 25 years: 4 00 --� i 1 J 2 44 ul I I 1 Q I All data within measurement toleranc- KKKK 1 1 90 es.Full warranties in accordance with 80 xoo 400 Sao 900 loo° a Rthe warranty terms of the 0 CELLS IRRADIANCE MEM zi ,, sales organisation of your respective c> b 10 country. m a St°tlavmc 4e0000.V+101000n* YEARS Typical module performance under low irradiance conditions in n'' 0 00 °"°p e°"°" °`°"°°°I°'°`3i"eo°"20 0) comparison to STC conditions(25°C,1000 W/m2) �1 iTEMPERATURE COEFFICIENTS - { °�, m Temperature Coefficient of 13D a [%/K] +0.04' Temperature Coefficient of VDD p [%/K) -0.27 ' gi Temperature Coefficient of PMPP y [%/K] -0.35 Normal Module Operating Temperature NMOT [°F] 109±5.4(43±3°C) I3 a PROPERTIES FOR SYSTEM DESIGN if'Maximum System Voltage Va., [V] 1000(IEC)/1000(UL) Safety Class II H Maximum Series Fuse Rating [A DC] 20 Fire Rating based on ANSI/UL 1703 C(IEC)/TYPE 2(UL) W Max,Design Load,Push/Pull' [lbs/ft2] 75(3600Pe)/55(2667Pa) Permitted Module Temperature -40°F up to+185°F o Max.Test Load,Push/Pull' - [lbs/ft2] 113(5400Pa)/84(4000Pa) on Continuous Duty (-40°C up to+85°C) o m 'See Installation Manual QUALIFICATIONS AND CERTIFICATES PACKAGING INFORMATION U UL 1703,VDE Quality Tested,CE-compliant,IEC 61215:2016,IEC 61730:2016, Number of Modules per Pallet 32 15 9 Application Class II,U.S.Patent No.9,893,215(solar cells) Number of Pellets per 53'Trailer 30 4, Number of Pallets per 40'HC-Container 26 2 DVE C E co.,,,..,US us PalletDimensions(LxWxH) 69.3x45.3x46.9in(1760x1150x1190mm) - """' Pallet Weight 1415 lbs(642 kg) N Note:Installation instructions must be followed:See the installation and operating manual or contact our technical service department for further information on approved installation and use of this product. Hanwha 0 CELLS America Inc. 400 Spectrum Center Drive,Suite 1400,Irvine,CA 92618,USA I TEL+1 949 748 59 961 EMAIL inquiry@us.q-cells.com I WEB www.q-cells.us Data Sheet Enphase Miicroirwerters Reglon;AMERICAS Enphase The high-powered smart grid-ready Enphase IQ 7 Micron" and Enphase IQ 7+ MiroTM IQ 7 and IQ 7+ dramatically simplify the installation process while ® achieving the highest system efficiency. I1�wcrow tivrtrs Part of the Enphase IQ System,the IQ 7 and IQ 7+ Microinverters integrate with the Enphase IQ Envoy", Enphase IQ Battery",and the Enphase EnlightenT' monitoring and analysis software. IQ Series Microinverters 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,lighter two-wire cabling —- • Built-in rapid shutdown compliant(NEC 2014&2017) Productive and Reliable `-- Optimized for high powered 60-cell and 72-cell*modules _ �- war • More than a million hours of testing • Class II double-insulated enclosure • UL listed .FI ENPNASE -... Smart Grid Ready 111111 =_ y,,-=C'.."' • Complies with advanced grid support,voltage and i° =' "« �� frequency ride-through requirements Amy • Remotely updates to respond to changing grid requirements • Configurable for varying grid profiles • Meets CA Rule 21 (UL 1741-SA) *The IQ 7+Micro is required to support 72-cell modules. CERTIFIED SAFETY US CA E341165 ENPHASE. To learn more about Enphase offerings,visit enphase.com _•, .. i Enphase IQ 7 and IQ 7+ Microinverters INPUT DATA(DC) I QA60"2,J_SW IQ7PLUS-72-2^US ' Commonly used module pairings' 235 W-350 W+ 23$W 440 W+ Module compatibility WWI PV modules only 60-cell and 72=sell PV modules Maximum input DC voltage 48 V _ 60 V Peak power tracking voltage 27 V-37 V 27 V-45 V Operating range 16 V-:48 V 16 V-.60 V Min/Max start voltage 22 V/48 V 22 V/60 V . - - _ Max DC short circuit current(module Ise) 1,5 A 15 A Overvoltege class DO port II II DC port backfeed current 0 A 0 A PV array configuration 1 x 1 ungrounded array;N4 additional DC aide protection required; AC aide protection requires max 20A per branch circuit OUTPUT DATA(AC) IQ 7 Microlnverter IQ 7+Microinverter Beak output power -_ 250 VA - — 295 VA - Maximum continuous output power 240 VA 290 VA Nominal•(L-L)voltage/renge2 240 V/ 208 V( 240 V/ 208 V/ 211-264 V '183-229 V 211-264 V 183-229 V a. s...5confinuo A.output current `1�,a X1240 V) 1,15 A(208 V) _1,21 A(240 V) 1,39 A(208 V) . Nominal frequency 60 Hz 60 Hz Extended frequency range 47-68 Hz 47-68 Hz i AO short circuit faultcurrent over 3 cycles 5.8 Arms 5,8 Arms Max rnumunits per 20 A(L L)branch clrcult' 1 -(244VAC) 13(208 VAC) 13(240 VAC) 11 (208 VAC) Overvoltage class AC port - III Ili -_( AC port backfeed current 0 A 0 A Power factor setting 1.0 1.0 Power factor(adjustable) 0,85 leading,..0.85 lagging 0.85 leading 0,85 lagging EFFICIENCY @240 V @208 V @2401I-— @208 V Peak efficiency 97.6% 97.6% 97.5% 97.3% CEO weighted efficiency 97,0% 97,0% 97.0% " 97.0% MECHANICAL DATA Ambient temperature range -409C to+65°C Relative humidity range 4%to 100%(condensing) Connector type(IQ7-60_2-US&IQ7PLUS-72-2-US) MC4(or Amphenol H4 UTX with additional Q-DCC-5 adapter) Dimensions(WxHxD) 212 mm x 175 mm x 30,2 mm(without bracket) Weight 1.08 kg(2,38 lbs) Cooling Natural convection-No fans Approved for wet locations Yes Pollution degree PD3 I Enclosure Class II double-Insulated,corrosion resistant polymeric enclosure Environmental category/UV exposure rating NEMA Type 6/outdoor FEATURES Communication Power Line Communication(PLC) ' __ -- --- ---------=-----------°------ — -------- ----------------- ------._..-- --- ---- -- - -- --- --- __-----------I Monitoring Enlighten Manager and MyEnlighten monitoring options. Both options require installation of an Enphase IQ Envoy. Disconnecting means The AC and DC connectors have been evaluated and approved by UL for use as the load-break disconnect required by NEC 690. I Compliance CA Rule 21 (UL 1741-SA) UL 62109-1,UL1741/IEEE1547,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 https://enphase.com/en-us/support/module-compatibility. 2.Nominal voltage range can be extended beyond nominal if required by the utility. 3.Limits may vary.Refer to local requirements to define the number of mictoinverters per branch in your area. To learn more about Enphase offerings,visit enphase.com e E N P H AS E. ©2019 Enphase Energy.All rights reserved.All trademarks or brands used are the property of Enphase Energy,Inc. 2019-3-26