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13020132 CITY OF CUPERTINO BUILDING PERMIT • • BUILDING ADDRESS: 18841 TUGGLE AVEC CONTRACTOR:GREEN POWER PERMIT NO:13020132 INSTALLERS,INC OWNER'S NAME: HO YU 1134 ASTER AVE STE 1 DATE ISSUED:02/25/2013 OWNER'S PHONE: 4088571632 SUNNYVALE,CA 94086 PHONE NO:(408)615-1558 To LICENSED CONTRACTOR'S DECLARATION JOB DESCRIPTION: RESIDENTIAL 0 COMMERCIAL° License Class C/0 Lic.# 95-2J/ INSTALL 13 NEW ROOF-TOP,SURFACE MOUNTED SOLAR Contractor / • Date 2/2,70 PANELS(3.25KW) I hereby a • am licensed under the provisions of Chapter 9 . (commenr g 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: 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 Valuation:$13000 performance of the work for which this permit is issued. Sq.Ft Floor Area: 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 APN Number:37533057.00 Occupancy Type: permit is issued. . . • .APPLICANT CERTIFICATION • I certify that I have read this application and state that the above information is PERMIT EXPIRES IF WORK IS NOT STARTED • correct.I agree to comply with all city and county ordinances and state laws relating WITIIIN 180 DAYS OF ' I T ISSUANCE OR to building construction,and hereby authorize representatives of this city to enter II , F ALLED INSPECTION. upon the above mentioned property for inspection purposes. (We)agree to save 180 DAY. indemnify and keep harmless the City of Cupertino against liabilities,judgments, � costs,and expenses which may acc against said City in consequence of the u•/h ir"-�� Date: Zi f 21" I j 3 granting of this permit. Addition. (17 the applicant understands and will comply with all non-point source regu+°.ns per the Cupertino Municipal Code,Section // //�• RE-ROOFS: Signature Date 2/2-r(3 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. 0 V OWNER-BUILDER DECLARATION Signature of Applicant: Date: I hereby affirm that I am exempt from the Contractor's License Law for one of the following two reasons: ALL ROOF COVERINGS TO BE CLASS"A"OR BETTER 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) • HAZARDOUS MATERIALS DISCLOSURE I;as owner of the property,am exclusively contracting with licensed contractors to construct the project(Sec.7044,Business&Professions Code). I have read the hazardous materials requirements under Chapter 6.95 of the California Health&Safety Code,Sections 25505,25533,and 25534. I will I hereby affirm under penalty of perjury one of the following three maintain compliance with the Cupertino Municipal Code,Chapter 9.12 and the declarations: Health&Safety Code,Section 25532(a)should I store or handle hazardous I have and will maintain a Certificate of Consent to self-insure for Worker's material. Additionally,should I use equipment or devices which emit hazardous Compensation,as provided for by Section 3700 of the Labor Code,for the air contaminants as defined by the Bay Area Air Quality Management District I performance of the work for which this permit is issued. will maintain compliance with the Cupertino M -cipal Code,Chapter 9.12 and Health& Safety Code,Sections 5�! :. 34. I have and will maintain Worker's Compensation Insurance,as provided for by the ' s //`� Section 3700 of the Labor Code,for the performance of the work for which this Owner or authorized agent: j did Date: permit is issued. - 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 CONS 'UCTION LENDING AGENCY • 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 I hereby affirm that there is a construction lending agency for the performance of forthwith comply with such provisions or this permit shall be deemed revoked. work's for which this permit is issued(Sec.3097,Civ C.) Lender's Name APPLICANT CERTIFICATION Lender's Address 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 DECLARATION indemnify and keep harmless the City of Cupertino against liabilities,judgments, costs,'and expenses which may accrue against said City in consequence of the I understand my plans shall be used as public records. granting of this permit.Additionally,the applicant understands and will comply with all non-point source regulations per the Cupertino Municipal Code,Section Licensed Professional 9.18. . Signature Date 717 ALTERNATIVE ENERGY PERMIT APPLICATION O\e2, .�!' COMMUNITY DEVELOPMENT DEPARTMENT• BUILDING DIVISION E 40.,,,,, 10300 TORRE AVENUE•CUPERTINO, CA 95014-3255 JO CUPERTINO (408)777-3228•FAX(408)777-3333•buildinq(a)cupertino.orq PROTECT ADDRESS C �./r1 /e A • /e APN k _ 7 3 _ l / 7_ OWNER NAME n; l�I �_) (\ V PHON"F///y/2 2�/673 E-MAIL? V S STREET ADDRESS !Vl CITY,STATE, 1 FAX CONTACTci2erit NAME 3 1k It a� _^ r ^^ PHONE E-MAIL STREET ADDRESS u J�-Y{I �l /r , CITY.STATE, ZIP FAX ❑ OWNER 0 OWNER-BUILDERNE�RT ❑ OWNER AGENT 0 CONTRACTOR ❑CONTRACTOR AGENT 0 ARCHITECT 0 ENGINEER 0 DEVELOPER ❑ TENANT CONTRACTOR NAME'r�2 add), print;L _ LICENSE NUMBE[1�,_ /#s— LICE�`Y BUS.LICK COMPANY NAME6- ?1`-I),IIG-/f` r ryfr1S E-MAIL 7✓V_'/ FAX tr, STREET ADDRESS ilk A i rA„Q C . v j v 'e (pc, ^,:dos� 0't aco 33 ARCHITECT/ENGINEER NAME VC LICENSE NUMBER `�_/!r-,a BUS.LICK COMPANY NAME E-MAIL FAX STREET ADDRESS CITY,STATE,ZIP PHONE USE OF 0 SFD or Duplex 0 Multi-Family PROJECT IN WILDLA ND PROTECT IN STRUCTURE'. 0 Commercial URBAN INTERFACE AREA 0 Yes 0 No FLOOD ZONE 0 Yes 0 No ❑SOLAR PANELS 0 ELECTRIC VEHICLE CHARGING STATION 0 SOLAR WATER HEATING 0 OTHER'. FOR SO/AR PANELS: NUMBER OF PANELS/UNITS: /43 N KILOWATTS: 3, a f'N TOTAL VALUATION / ?/ v 00 DESCRIPTION OF WORK 3 2C7 1 / ` War v- \ 9 i/7 W !/ /FVC 1/. A / , / '.'C •' • :Y'a By my signature below,I certify to e:• of the fo .wi.;: I am the ,..perry owner or authorized agent -e- ...- -....- „.„.„„..00 to act on the property owner's e�"'�'-ave read this application and the information I h-,e provided is,•'et. I have r:d the Description of Work and verify it is accurat I agree to c ply with all applicable local ordinances and state laws relatin tiding co.. ction. I aut • 'ze representatives of Cupertino to enter the abov -identi • perry for inspection purposes. Signature of Applicant/Age / Date: 7 "ME ORMAT :•• : *LURED OFFICE USE ONLY ❑ OVER-THE-COUNTER P. F- ❑ EXPRESS te U ril 0 STANDARD U U El LARGE 6.1 a. ❑ MAJOR PVApp_2012.doc revised 06/20/12 CITY OF CUPERTINO FEE ESTIMATOR— BUILDING DIVISION /' ADDRESS: 18841 TUGGLE AVE DATE: 02/25/2013 REVIEWED BY: MELISSA t`, 4°4 APN: 375 33 05 BP#: *VALUATION: $13,000 *PERMIT TYPE: Building Permit PLAN CHECK TYPE: Alteration/ Repair PRIMARY SFD or Duplex PENTAMATION SOLAR-RES USE: PERMIT TYPE: i WORK INSTALL 13 SOLAR PANELS (3.25kW) SCOPE 4 ,; ; 'I S:'( ra. .�rx�r�,'.t,��„#} l.a �Pt�:^,�� 4yI, .a�t..,N3 ��.. °.1,4I 1+: '� c. Mech. Plan Check Plumb.Plan Check I J Elec. Plan Cheek il-tech. Permit Fee: Plumb.Permit Fee: Flee. Permit Fee: Other Mech.1nep. I 1 Other Plumb Insp. ( Other Elee.1nsp. fileeb.Insp. Fee: II�__JJJ Plumb. Insp.Fee: Flee.lnsp.Fee: NOTE: This estimate does not include fees due to other Departments(Le.Planning,Public Works,Fire,Sanitary Sewer District,School District,etc.). These fees are based on the preliminary information available and are only an estimate. Contact the Dept for addn'1 info. FEE ITEMS(Fee Resolution.11-053 EtI' 7/1/12) FEE QTY/FEE MISC ITEMS Plan Check Fee: $0.00 I I I # Alternative Energy System Supp1.PC Fee: 0 Reg. 0 OT 10.0, hrs $0.00 $219.00 IPHOTOVRES Photovoltaic System PME Plan Check: $0.00 Permit Fee: $0.00 Supp/. Insp. Feee Reg. 0 OT 10.0 J hrs $0.00 PME Unit Fee: $0.00 PME Permit Fee: $0.00 Construction Tax: Administrative Fee: 0 Work Without Permit? 0 Yes 0 No $0.00 0 Advanced Planning Fee: $0.00 Select a Non-Residential 0 Building or Structure 0 Travel Documentation Fees: A Strong Motion Fee: IBSEISMICR $1.30 Select an Administrative Item Bldg Stds Commission Fee: IBCBSC $1.00 fli1yta6 .1VaiN; ,, e'_1317(01iO/J*C . $2.30 $219.00 e r•„ ` 15K/r"; TO4gfi I $221.30 Revised: 01/01/2013 [s] ENPHASEMICROINVERTER M 2 1 5 e1l enphase C.JENERGY RT. t4 ' OFFICE COPY ; The Enphase Energy Microinverter System improves energy harvest, increases reliability, and dramatically simplifies design, installation and management of solar power systems. The Enphase System includes the microinverter, the Envoy Communications Gateway, and Enlighten, Enphase's monitoring and analysis software. [ - Maximum energy production PRODUCTIVE - Resilient to dust, debris and shading - Performance monitoring per module System availability greater than 99.8% RELIABLE - No single point of system failure SMART - Quick & simple design, installation and management 24/7 monitoring and analysis [ - SAFE Low voltage DC - Reduced fire risk ci. c us MICROINVERTER TECHNICAL DATA Input Data (DC) M215-60-2LL-522/523 M215-60-2LL-522-NA/523-NA(Ontario) Recommended maximum input power(STC) 260W Maximum input DC voltage 45V Peak power tracking range 22V-36V Operating range 16V-36V Min./Max.start voltage 26.4V/45V Max.DC short circuit current 15A Max.input current 10SA Output Data (AC) ®208vac ®240 Vac Maximum output power 215W 215W Nominal output current 1.0 A* 0.9 A* Nominal voltage/range 208V/183V-229V 240V/211V-264V Extended voltage/range 208V/179V-232V 240V/206V-269V Nominal frequency/range 60.0/59.3-60.5 60.0/59.3-60.5 Extended frequency/range 60.0/59.2-60.6 60.0/59.2-60.6 Power factor >0.95 >0.95 Maximum units per 20A branch circuit 25(three phase) 17(single phase) Maxim, um output fault current 1.05 Arms,over 3 cycles;25.2 Apealc 1.74ms duration *Arms at nominal voltage Efficiency CEC weighted efficiency 96.0% Peak inverter efficiency 96.3% Static MPPT efficiency(weighted,reference EN 50530) 99.8% Dynamic MPPT efficiency(fast irradiation changes,reference EN 50530) 99.9% Night time power consumption 46mW Mechanical Data Ambient temperature range -40°C to+65°C Operating temperature range(internal) -40°C to+85°C Dimensions(WxHxD) 17.3 cm x 16.4 cm x 2.5 cm(6.8"x 6.45"x 1.0'0* Weight 1.6 kg(3.5 Ibs) Cooling Natural convection-no fans Enclosure environmental rating Outdoor-NEMA 6 *without mounting bracket Features Compatibility Pairs with most 60-cell PV modules Communication Power line Warranty 25-year limited warranty Compliance UL1741/IEEE1547,FCC Part 15 Class B CAN/CSA-C22.2 NO.0-M91,0.4-04,and 107.1-01 Enphase Energy, Inc. 05/17/2011 201 1st Street,Petaluma,CA 94952 877 797 4743 www.enphase.com ..•Printed on 100 percent recycled paper. � to CanadianSolar ee e e e e CS6P ® e l 235124O/245/25O/255M A e e e e e A e e e d A O A 6 e / CS6P is a robust solar module with 60 solar cells. 's A 4. A o + - These modules can be used for on-grid solar > A • e A / applications.Our meticulous design and production techniques ensure a high-yield,long-term e e t performance for every module produced.Our l rigorous quality control and in-house testing facilities guarantee Canadian Solar's modules meet the highest quality standards possible. Best Quality • 235 quality control points in module production Key Features. • EL screening to eliminate product defects • High module efficiency up to 15.85% • Current binning to improve system performance • Accredited Salt mist/Ammonia resistance • Positive power tolerance:0—+5W Best Warranty Insurance • Robust frame to up to 5400 Pa load • 25 years worldwide coverage • Self-cleaning surface • 100%warranty term coverage • Providing third party bankruptcy rights • • Outstanding performance at low Irradiance. Non-cancellable • Immediate coverage • High energy yield at Low NOCT • Insured by 3 world top insurance companies Comprehensive Certificates • Backed By Our New 10/25 Linear Power Warranty • IEC 61215,IEC 61730, IEC61701 ED2,UL1703, Plus our added 25year Insurance coverage IEC62716,CEC Listed,CE and MCS 0% - • 1809001:2008:Quality Management System 27 Added Value From W • ISO/TS16949:2009:The automotive quality 90% arrancy management system Y ' a0% - ✓ 18014001:2004:Standards for Environmental 0% management system s 10 15 20 25 • QC080000 HSPM:The Certification for • 10 year product warranty on materials and workmanship Hazardous Substances Regulations •25 year linear power output warranty • OHSAS 18001:2007:International standards for occupationalonal health and safety • Reach Compliance t®tC E S.09k www.canadiansolar.corn CS6P-235/240/245/250/255M Electrical Data STC CS6P-235MIC86P-240MCS6P-245MCS6P-250MCS6P-255M Temperature Characteristics Nominal Maximum Power (Pmax) 235W 240W 245W 250W 255W , Optimum Operating Voltage(Vmp) 30.W 30.2V 30.W 30.4V 30.5V Pmax -0.45%PC Optimum Operating Current(Imp) 7.82A 7.95A 8.09A 8.22A 8.35A Temperature Coefficient Voc -0.35%PC Open Circuit Voltage(Voc) 37.2V 37.W 37.4V 37.5V 37.7V Ise 0.060%/°C Short Circuit Current(Ise) 8.34A 8.46A 8.61A 8.74A 8.74A Normal Operating Cell Temperature 45±2°C Module Efficiency 14.61% 14.92% 15.23% 15.54% 15.85% Operating Temperature -40.1-+85'C Performance at Low Irradiance Maximum System Voltage 1000V(IEC)/600V(UL) Industry leading performance at low irradiation Maximum Series Fuse Rating 15A environment,+95.5%module efficiency from an Application Classification ClassA irradiance of 1000w/m2 to 200w/m' Power Tolerance 0..+5W (AM 1.5,25'C) Under Standard Test Conditions(STC)of inadiance of 1000W/m',spectrumAM 1.6 and cell temperature of 25C Engineering Drawings NOCT CS6P-235M CS6P-240MCS6P-245M CS6P-250M CS6P-255M Nominal Maximum Power (Pmax) 170W 173W 177W 180W 184W Optimum Operating Voltage(Vm)) 27.5V 27.5V 27.6V 27.7V 27.8V .,._L.,...._...._ . Optimum Operating Current(Imp) 6.18A 6.29A 6.40A 6.51A 6.62A Open Circuit Voltage(Voc) 34.1V 34.2V 34.3V 34.4V 34.6V kallialittal Short Circuit Current(Mc) 6.75A 6.85A 6.97A 7.08A 7.18A Under Normal Operating Cell Temperature,Irradiance of 800 Wim'.spectrum AM 1.5,ambient temperature 201, wind speed 1 m/s 111110111111 Mechanical Data 1 Cell Type Mono-crystalline 156 x 156mm,2 or 3 Busbars i Cell Arrangement 60(6 x10) Dimensions 7638 x 982 x 40mm(64.5 x 38.7 x 1.571n) Weight 19kg(41.9 lbs) onliOilututa Front Cover 3.2mm Tempered glass MOMIIIIIIMEN Frame Material Anodized aluminium alloy J-BOX IP65,3 diodes Cable 4mm'(IEC)/12AWG(UL),1000mm Connectors MC4 or MC4 Comparable Standard Packaging(Modules per Pallet) 24pcs in - Module Pieces per container(40ft.Container) 672pcs(40'HO) I-V Curves (CS6P-250M) 1 i Se[Imn A-A• 35 U• q • ...\ - ' 'Specifications Included In this datasheet are subject to change without prior notice. About Canadian Solar Canadian Solar Inc. is one of the world's largest solar Canadian Solar was founded in Canada in 2001 and was companies. As a leading vertically-Integrated successfully listed on NASDAQ Exchange (symbol: CSIQ) In manufacturer of ingots,wafers,cells,solar modules and November 2006. Canadian Solar has module manufacturing solar systems, Canadian Solar delivers solar power capacity of2.05GW and cell manufacturing capacity of 1.3GW. products of uncompromising quality to worldwide customers. Canadian Solar's world class team of professionals works closely with our customers to provide them with solutions for all their solar needs. Headquarters'5456peedvale Avenue West Guelph i Ontario N1K 1E61 Canada Tel:+1 519 837 1881 Fax:+1 519 837 2550 inqui re.ca@canadiansola r.corn www.canadian rola r.com EN-acv 3.51 Copyright 02el2cenadlenseter Inc. Classic Composition Mount I QMSC 12.0 3.0 - • OR~g11 Ih /�RACKING COMPONENTS 1 (Li II` NOT INCLUDED i / O W i1 -owl • 6.0 O .........47:::21 -=_ = 00 12.0 !.‘11 • 2.5 0 ai1 O ITEM DESCRIPTION QTY. 1.5 • NO. 1 Flashing, 12"x 12"x.050",AL* 1 2 Base Block,QMSC,Cast Al* 1 11 . 3 Hanger Bolt,5/16"x 6",SS 1 4 Washer,Sealing,5/16"ID x 3/4"OD,SS/EPDM 1 5 Hex Nut,5/16-18,SS 2 j1 6 Washer,.296"ID x 7/8"OD x 1/8"Thick,EPDM 1 7 Washer,Fender,5/16"X 1",SS 1 1.3 8 Washer,Split-Lock,5/16",SS 1 } } Quick Mount PV TITLE: 3.0 QMSC: Classic Compostion i Mount UNLESS OIHERWtSESPECIfm: SIZE DRAWN BY: JDA REV *Available in mill clear anodized,and dark bronze anodized finsihes. DIMENSIONS ARE W INCHES r teOURa' RAC SI/Id A DATE: 3/8/2012 4 nt • PIE'*00in1M GprtwIIDri MS DGYxf 6MrlaE rgpprror Qua Moan W.MT wC000104 IN mei OR At 00 N0130*5E DMWINo ONE PLACE DECIMLL 5.1 A1.10LE xrtlmmsocenM mrvsnwn®. TWO',wee CECuu1 tot SCALE:1:4 WEIGHt:1.14 SHEET I OF I 5 4 3 2 1 Lag pull-art(withdrawal)(Am(il1.- llbs)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 165018 higher) .46 705 - 235 Hem,Fir .43 636 212 Hem,Fir(North) .46 705 235 Southern Pine .55 921 307 Spruce.Pine.Fir .42 615 205 Spruce,Pine,Fir(E of 2 million psi and higher grades of MSR and MEL) .50 798 266 Sources:American Wood Council,NDS 2005,Table 11.2 A,113.2 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 thatthealuminum flashing(Item 1)Is properly placed under one full course above the mounting block with at least some of the flash- ing extending up under the course above that as well.See instructions on back. Quick Mount PV° RESPECT THE ROOF ' quick Mount PV° Classic Composition Mounting Instructions Installation Tools Required:tape measure,roofing bar,chalk line,stud finder,caulking gun,1 tube of appropriate sealant,drill with 7/32"bit,drill or impact gun with 1/2"deep socket. WARNING:Quick Mount PV products are NOT designed and should NOT be used to anchor fall protection equipment. 2 3 Locate,choose,and mark centers of rafters to be Carefully lift composition roof shingle with roofing Slide mount into desired position. Remove any mounted. Select the courses of roofing where bar,just above placement of Quick Mount. nails that prevent getting the mount flush with Quick Mounts will be placed. front edge of shingle course. Mark center for drilling. ¢ fig: 4 6 LA Using drill with 7/32"long bit,drill pilot hole into Clean off any sawdust,and fill hole with roof Slide mount back into position. Prepare hanger bolt roof and rafter,taking care to drill square to the manufacturer's approved sealant. with 1 hex nut and 1 sealing washer,insert through roof.Do not use mount as a drill guide. block into hole and drive hanger bolt into rafter, tightening to a solid snug fit. rYou are now ready for the rack of your choice. Follow all the directions of the rack manufacturer as well as the • module manufacturer. All roofing manufacturers' written instructions must also be followed >' by anyone modifying a roof system. Pleaseconsulttheroof manufacturer's specs and instructions prior to touching the roof. Insert EPDM rubber washer over hanger bolt into Using the rack kit hardware,secure the rack of your block choice.Tighten to 13 foot pounds. 925-687-6686 • www.quickmountpv.com • info@quickmountpv.com BI 7.2.3-7 2700 Mitchell Dr., Bldg 2 • Walnut Creek,CA 94598 Mar-2012,Rev 1 0 S0LARMOUNTTechnical Datasheets :PUNIRAC II Vp GFOJ]CUi4PANY SolarMount Technical Datasheet Pub 110818.ltd V1.0 August 2011 SolarMount Module Connection Hardware 1 Bottom Up Module Clip 1 Mid Clamp 2 End Clamp 2 SolarMount Beam.Connection Hardware 3 L-Foot 3 SolarMount Beams 4 SolarMount Module Connection Hardware SolarMount Bottom Up Module Clip Part No. 302000C Washer • Bottom Up Clip material: One of the following extruded aluminum Bottom of (hldden.,s=' alloys: 6005-T5,6105-T5,6061-T6 t Up Clip no - • Ultimate tensile: 38ksi,Yield:35 ksi Finish: Clear Anodized ,'�� • Bottom Up Clip weight:—0.031 lbs(14g) Beam Bolt � Allowable and design loads are valid when components are ' � ' assembled with SolarMount series beams according to authorized UNIRAC documents e71 % Assemble with one 1/4"-20 ASTM F593 bolt,one%"-20 ASTM F594 serrated flange nut,and one% flat washer \ Use anti-seize and tighten to 10 ft-lbs of torque • Resistance factors and safety factors are determined according to part 1 section 9 of the 2005 Aluminum Design Manual and third- -____ party test results from an IAS accredited laboratory Module edge must be fully supported by the beam * NOTE ON WASHER: Install washer on bolt head side of assembly. DO NOT install washer under serrated flange nut Applied Load Average Allowable Safety Design Resistance Direction Ultimate Load Factor, Load Factor, lbs(N) lbs(N) FS lbs(N) 0 P)l J LN. 'I I Tension,Y+ 1566(6967) 686(3052) 2.28 1038(4615) 0.662 Y Transverse,X± 1128(5019) 329(1463) 3.43 497(2213) 0.441 A a.x ___ Sliding,Zt 66(292) 27(119) 2.44 41 (181) 0.619 Dimensions specified-in Inches unless noted S0LARMouNrTechnical Datasheets : UNIRAC SolarMount Mid Clamp Part No.302101C,3021010,302103C,302104D, 302105D,302106D • Mid clamp material: One of the following extruded aluminum =rra =• Bolt alloys:6005-T5,6105-T5,6061-T6 Mid\ Clamp Fla •e Nu • Ultimate tensile: 38ksi,Yield: 35 ksi ti Finish: Clear or Dark Anodized • Mid clamp weight: 0.050 lbs(23g) t‘i \ • Allowable and design loads are valid when components are N assembled according to authorized UNIRAC documents \'� • Values represent the allowable and design load capacity of a single IS mid clamp assembly when used with a SolarMount series beam to retain a module in the direction indicated • Assemble mid clamp with one Unirac W-20 T-bolt and one 1/4"-20 ASTM F594 serrated flange nut • Use anti-seize and tighten to 10 ft-lbs of torque Beam # • Resistance factors and safety factors are determined according to part 1 section 9 of the 2005 Aluminum Design Manual and third- party test results from an IAS accredited laboratory Applied Load Average Allowable Safety Design Resistance i 0 DISTANCE - Direction Ultimate Load Factor, Load Factor, E'WEENMODutES - lbs(N) lbs(N) FS lbs(N) m Tension,Y+ 2020(8987) 891 (3963) 2.27 1348(5994) 0.667 Transverse,Z± 520(2313) 229(1017) 2.27 346(1539) 0.665 V Sliding,X± 1194(5312) 490(2179) 2.44 741 (3295) 0.620 ►X Dimensions specified in inches unless noted SolarMount End Clamp Part No.302001C,302002C,302002D,302003C, 302003D,3020040,302004D,3020050,302005D, 302006C,302006D,302007D,302008C,302008D, 302009C,302009D,302010C,3020110,302012C • End clamp material: One of the following extruded aluminum alloys:6005-T5,6105-T5, 6061-T6 7 :olt •• Ultimate tensile: 38ksi,Yield: 35 ksi Z-, •/ • Finish:Clear or Dark Anodized ;4'' End clamp weight:varies based on height:—0.058 lbs(26g) end Clamp • • Allowable and design loads are valid when components are Serrated assembled according to authorized UNIRAC documents Flange Nut • Values represent the allowable and design load capacity of a single end clamp assembly when used with a SolarMount series beam to retain a module in the direction indicated • Assemble with one Unirac W-20 T-bolt and one%%20 ASTM F594 \ ' serrated flange nut Be``� E • Use anti-seize and tighten to 10 ft-lbs of torque K. • Resistance factors and safety factors are determined according to part 1 section 9 of the 2005 Aluminum Design Manual and third- : ,f� • party test results from an IAS accredited laboratory Modules must be installed at least 1.5 in from either end of a beam .x Applied Load Average Allowable Safety Design Resistance "`A1YOMDirection Ultimate Load Factor, Loads Factor, ��, ^__ lbs(N) lbs(N) FS lbs(N) 0 1 YAMS Tension,Y+ 1321 (5876) 529(2352) 2.50 800(3557) 0.605 MOO'f MIONESS Transverse,it 63(279) 14(61) 4.58 21 (92) 0.330 Sliding,Xt 142(630) 52(231) 2.72 79(349) 0.555 Dimensions specified-in-inches-unless noted SOLARMOUMTTechnical Datasheets : UNIRAC M1 N IL*I CRCCY COMPANY SolarMount Beam Connection Hardware SolarMount L-Foot Part No. 304000C, 304000D • L-Foot material:One of the following extruded aluminum alloys:6005- T5,6105-T5,6061-T6 • Ultimate tensile:38ksi,Yield:35 ksi • Finish:Clear or Dark Anodized • L-Foot weight:varies based on height:-0.215 lbs(98g) • Allowable and design loads are valid when components are Bea < aI - assembled with SolarMount series beams according to authorized �! Bog • UNIRAC documents L-Foot • For beam to L-Foot connection: 1j.errated Flange Nu \ • Resistance factors and safety factors are determined according to part 1 section 9 of the 2005 Aluminum Design Manual and third-party test y results from an IAS accredited laboratory A • NOTE: Loads are given for the L-Foot to beam connection only;be x sure to check load limits for standoff,lag screw,or other �- - attachment method �.w Applied Load Average Safety Design Resistance riXOT FOR .Direction Ultimate Allowable Load Factor, Load Factor, t',,,,Kh w • lbs(N) lbs(N) FS lbs(N) a _ Sliding,Zt 1766(7856) 755(3356) 2.34 1141 (5077) 0.646 Tension,Y+ 1859(8269) 707(3144) 2.63 1069(4755) 0.575 Dimensions specified in inches unless noted Compression,Y- 3258(14492) 1325(5893) 2.46 2004(8913) 0.615 Traverse,X± 486(2162) 213(949) 2.28 323(1436) 0.664 SoLARMouNT Technical Datasheets : U N I RACT d luLrl ALO;IPL"'.IRLb SolarMount Beams Part No. 310132C, 310132C-B, 310168C, 310168C-B, 310168D 310208C, 310208C-B, 310240C, 310240C-B, 310240D, 410144M, 410168M, 410204M, 410240M Properties Units SolarMount SolarMount HD Beam Height in 2.5 3.0 Approximate Weight(per linear ft) plf 0.811 1.271 Total Cross Sectional Area in 0.676 1.059 Section Modulus(X-Axis) in3 0.353 0.898 Section Modulus(Y-Axis) in3 0.113 0.221 Moment of Inertia(X-Axis) in4 0.464 1.450 Moment of Inertia(Y-Axis) in4 0.044 0.267 Radius of Gyration(X-Axis) in 0.289 1.170 Radius of Gyration (Y-Axis) in 0.254 0.502 SLOT FOR T-BOLT OR 1.728 SLOT FOR T-BOLT OR ki /"HEX HEAD SCREW %"HEX HEAD SCREW 2X SLOT FOR 7 SLOT FOR BOTTOM CLIP 2.500 BOTTOM CLIP 5i,„11 3.000 Ai1.316 iir SLOT FOR ' %"HEX BOLT SLOT FOR ' 1 t 5 3� 1 " HEX BOLT .387 .75;61 1.207 Y Y 1- 1.875 A A ►X ►X SolarMount Beam SolarMount HD Beam Dimensions specified in inches unless noted Roof Mount Solar Array ProjectRear of Home .: Description Site Plan (E) Main Pan•I ' 18841 Tuggle Ave, Cupertino, CA 95014 .._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._. /' 1. Panels: 13 Canadian Solar CS6P-250P 4 ! COMMUNITY DEVELOPMENT DEPARTMENT �`/�� f °Q. , 2. Inverters: 13 Enphase M215-60-2LL-S2x BUILDING DIVISION-CUPERTINO �,e`'eh- c�0�0 C��Q?� a,;�9O�T 3. Monitoring system with inverter • APPROVED eh'e RC' �0 epd /� 4. No battery back-up systems 5. Standard Components include: rackingand mounting s set of plans and specifications MUST be kept at the ae OA Ii7� P site during construction. It is unlawful to make any y' Ft-14,,C eO! components,wiring, conduit, and over-current changes or alterations on same,or to deviate protections External Conduit Run I herefrom,without approval from the Building Official.6. Ali supplied equipment is UL listed. ^stamping of this plan and specifications SHALLNOT 7. Equipment to be installed per listing or labeling and NEC i held to permit or to be an approval of the violation and CEC 690 requirements. I f any pro � r Ci Ordinance or State Law. 8. All Metal parts of module frames,equipment,andi = conductor enclosures will be grounded. i 2-1201 3 f �' 9. All outdoor wiring will be weather rated. i 10. Electrical Main Panel, inverter(s)and controller panels IMIT NO. ('30 ZO ‘3-7------------ OFFICE COPY'will be labeled with warning labels. 4 Canadian Solar CS6P-250P I Landscape oriented j k i.Ia:"' 64.5"x 38.7" 'S� System Size Rating 5,~ i k' , _no STC Rating 3.25 kW �s zlti`'� CEC-AC Rating 2.83 kW 4 i Elevation [.\ 6 f art 23' N `�Y� � �1 Se NI 1'6.. System Totals: Point Loading: Panels 5201bs #of Loading Points 30 Q��Fi Olt'1471bs LBS/Load point 25.39 Standoffs(loading 12'6" IOC" points) 37.5Ibs Inverters(if Micro) 57.2lbs Sq.Ft 225.08 / i Total Array Weight 761.7Ibs Ibs/sgft 3.38 RECEIVED / \ FEB 2 5 2013 9 Canadian S03'ES6P-250P Jurisdiction o 41,g„ 25' 10" ► 5 Portrait oriented City of Cupertino Front of Home 4Landscape oriented Tuggle Avenue 64.5"x38.7" < > Ho Yu Complete Solar Solution COMPLETE SOLAR SOLUTION,INC. Page: 1 Site Plan 18841 Tuggle Avenue 1065 E. Hillsdale,Suite 308 License#961988 ) B,C-10,C-46 I Exp.6/30/13 ti,. ye Foster City,CA 94404 Cupertino, CA 95014 .FF1 n�y f..nr° COMPLETE 650-249-4478 SIMON R. WOOLEy, R.M.E/Officer Date: 2/21/2013 l rib 1.. f•I•. sOl.,,ow- -.! A roved: 408-857-1632 pp 1065 E. Hillsdale Blvd.,#308 -Foster City,CA 94404 Key Notes 13 1. Solar Panels: 13 Canadian Solar CS6P-250P 2. Inverters: 13 Enphase M215-60-2LL-S2x 9' 3. Refer to datasheets for mounting details 4. 6' maximum spacing between roof mounts 5. Refer to data sheets for rail details 6. Array Rafters: 2"x10"x18" on center 7. Roof Decking: Plywood4 11111111111011. 8. Roof Surface: Composition Shingle 9. Roof Slope: 18° 0 sw iii 10. Azimuth: 185°, 275° allS1 2"x6" Ridge Beam „ „ „ Mai' • Top Mounting clamp Canadian Solar Module 1UniRacSolarMount Rail 2 x10 x18 on center rafters i 4sto I Pot? 4.,00 glIk eoft , Ecofasten Roof Mount , 5- - - = I Q Composite Shingle 2"x10"@ 18"on center - . rafter Plywood deck /16*Ga P 1'/Y Embedment Mounting Detail •M i • ill'IN t .IA aupt., _ FEB2 saeoart� t � f '� 1 „]t i �' GT i t Lr� I ^ L ' a.:uii �S t✓r �.ZiJ..: t ^' �..c...¢zr C+� ,r co ':_.L.; Ea`i I 5 L'�� /EWy' 7013 �� � NI/ L c �� u i '.ss 42 mit E",`n i fin ..rael are"'0 8....,r"".�r- ,sm. EBF F ., l I{ I - 7; u.,,, 'ta �: J 4e r COD ''p 0,6�y 6, I I, I fol ;, 'a IP r pi A i. �3 rs., F" 7e-se� s'l ..s e r 1 NeK'ed e�,. E C�MPI ., rp[[p � ?��� ,� ��`�'1�1 �'��,s4 � �c�� t* ��3 �I,-'NCEpi I '.4 K " As 'ryis 'I1 ten 9 XI. l t b �, �� t i�� 4 FL 6x�.. f yy2rr ;� � L. El 1 _... .-_.....1:_..2.._____._'..s._____ , . IlhL Ho Yu Complete Solar Solution COMPLETE SOLAR SOLUTION,INC. Page: 2 Structure 18841 Tuggle Avenue 1065 E.Hillsdale,Suite 308 License#961988 I B,C-10,C-46 I Exp.6/30/13 g gg ;,.--,. Foster City,CA 94404 SIMON R. WOOLEY, R.M.E/Ofcer f —"ICOMPLETE 6saza9 aazs Date: 2/21/2013 Cupertino, CA 95014 g �,-n t sc„. ..,.....- and Mounting r<- - Approved: 408-857-1632 1065 E. Hillsdale Blvd.,#308 - Foster City,CA 94404 Single Line Drawing All Metal parts of module frames, Amperage Calculation equipment,and conductor enclosures will be grounded. Individual Panel (DC : Per NEC and CEC 690 requirements. Vmp 30.1V 13 Canadian Solar CS6P-250P 4 Imp 8.3A +13 Enphase M215-60-2LL-S2x Microinverters Voc 37.2V Iso 8.87A #12 XHHN-2 AC-Bus from Manufacturer(under Pmax 250W Array) Individual Inverter(AC): Vop 240V lop 0.896A AC Amperage Calculations: Branch 1 (13 CS6P-250P panels) 6 Vop 240 Volts lop 11.648 Amps #8 Solid Copper x 125%Buffer Ground ! 14.56 Amps ! i ! (New) ! Locus LGATE 101 ! 1/2"Metallic Solar Monitoring Unit i Conduit (Existing) ! (3)#10 THWN-2 125A Main Panel and Meter ! (1)#8 THWN-2 GND Affixed permanent 0 Conduit:Runs warning marking or Inverter overcurrent ! i Externally along equivalent at overcurrent devices on the panel surface device:"Warning-inverter board shall be located at Bonded as It enters output connection-Do not the opposite end from the ;and leaves metallic feeder location ! L raceway relocate this overcurrent 100A device." G� . General Notes (E)Main OCPD ! '. 1. 240V AC wires run from array to main 15A1 panel breaker. - - - n. Clip,- 2. ividual with microinverters located under each i5A ?Qui�d;�g RS trn Q f N FE4panel. fi ._._._._._._ fir ?®j� 3. See Page 4 for detailed wire &system FOFO� calculations viewed 8NCODe 0041 p - Ho Yu Complete Solar Solution COMPLETE SOLAR SOLUTION,INC. Page: 3 1065 E.Hillsdale,Suite 308 License#961988 I B,C-10,C-46 I Exp.6/30/13 Single Line 18841 Tuggle Avenue Foster City,CA 94404 S/MON R. WOOLEY, R.M.E/Ocer Cupertino, CA 950144$1;--,Tore' Selo, SOLE 650-249-4478 Approved: Date: 2/21/2013 Drawing P COMPLETE 408-857-1632 r '^ .:4 1065 E. Hillsdale Blvd.,#308 -Foster City,CA 94404 Panel Inverter System Specification Mfg Model MN Model DC-Side(Local to each individual inverter&module pair) Canadian Solar _ CS6P-250P Enphase M215-60.2LLS2x Operating Current 10A Vmp 30.1V Input Data Operating Voltage 22-36V Labeling: Imp 8.3A Max DC Voltage 45V Maximum System Voltage _ 45V g Voc 37.2V Peak Power Voltage 22-36V Short Circuit Current Isc 8.87A !so 8.87A DC Max Input Current 1 OA AC Side Branch 1 Pmax 250W Output Data Adjusted Max AC Output Current 14.56A Length (in) 64.49 AC Max Output Power 215 Watts Operating AC Voltage 240V Width(in) 38.66 AC Max Output Current 0.896A 0 All warning signs shall be red background with white 3!8"lettering,all capital letters.Arial or similar font. Weight(lbs) 40 AC Nominal Voltage Range 240V Material used for signage must be weather resistant. it is recommended that Underwriters Laboratories Marking and Labeling System 969(UL 969)be used as standard to determine weather rating. Labels on raceways and other equipment shall be reflective,weather resistant,and suitable for the environment. (State Fre Marshal) • Premises having PV systems shall be identified. The marking(signage)may be placed within the main service disconnect. If the main service disconnect is operable with the service panel closed,the marking should be placed on the outside cover. Marking shall conform to the following: (State Fire Marshal) CAUTION! AC Wire Sizing Calculations Branch 1 SOLAR ELECTRIC SYSTEM CONNECTED Adjusted Temperature Number of Inverter Max NEC Rated Ambient Number of Conductors Derated Wire Safety Max Current Derate Max Run Percent El Markin is required on all interior and exterior DC conduit,raceways,enclosures,cable assemblies,and junction AC Current Factorper CEC Ampacity Temperature FactorConductors in Conduit Ampacity Feet Voltage Dropgy ' AMP THWN-2#10 Celsius © Per Conduit Derate AMP g boxes to alert the Fire Service to avoid coning them,every 10 feet,at turns and above and/or below penetrations 690.8 AMP 90c Factor and all DC combiner and junction boxes Marking shall conform to the following: (State Fire Marshal) 11.648 1.25 14.56 40 61-70 0.58 0-3 1 23.2 60 0.344% CAUTION! SOLAR CIRCUIT U Appropriate signage shall be provided to identify the main A/C disconnect for the solar system(State Fire Marshal). PHOTOVOLTAIC SYSTEM AC DISCONNECT MAX. OPERATING CURRENT: _VAC OPERATING VOLTAGE AAC U Where all terminals of the disconnecting means maybe energized'. ^ . don,a warning sign shall be mourned on or to the means CEC'690.17) DC Wires from panel are connected to inverters viaJAM t �,, manufacturer's spec,no field installed DC wiring or connectors. „f C WARNING �= eUilgUp4RT/ AC Wire Size Check,Adjusted Inverter Imp=1.25`11.648A=14.56<(40A`.58`1.0)=23.2A,#10THWN-2 OK ELECTRIC SHOCK HAZARD. t, FES ngoepa NO DO NOT TOUCH TERMINALS. ')t-- Pa C ZDRp Breaker at Main Panel:.896A`13Inverters=11.648A`1.25Safety Factor= 14.56A, Use 15ACB. TERMINALS ONBIDES O HTHE E ENERGIZEDLINE AND LOAD Evveo R � ZO�� IN THE OPEN POSITION. ReVighCob,. eae cz Colin.,\ NCE Total Solar: .896A13 Inverters= 11.6481.25 Safety Factor=14.56A COMPLETE SOLAR SOLUTION,INC. Ho Yu Complete Solar Solution License#961988 I B,C-10,C-46 I Exp.6/30/13 Page: 4 1065 E.Hillsdale,Suite 308 Wiring and System 18841 Tuggle Avenue Y , SIMON R. WOOLEY, R.M.E/O eer3, Foster City,CADate: 2/21/2013 Cupertino, CA 95014 ,' " COMPLETE 650-249-4478 Approved: Calculations P 408-857-1632 ".-44.-4-4,, S 1065 E. Hillsdale Blvd.,#308 -Foster City,CA 94404 Building Department City Of Cupertino 10300 Torre Avenue )9, Cupertino, CA 95014-3255 Telephone: 408-777-3228 CUPERTINO Fax: 408-777-3333 CONTRACTOR/SUBCONTRACTOR LIST s (-)( JOB ADDRESS:04g- A itc." )41( 3'0 .PERT# 1 OWNER'S NAME: V it6 PHONE#froX 057 ea,3-1... GENERAL CONTRACTOR: ore 0,./41n.frfdlt5 BUSINESS LICENSE# ADDRESS: ( ' CITY/ZIPCODE: et A. 1•C2_ 'rat% *Our municipal code requires all businesses working in the city to haveatity of Cuperti i business license. NO BUILDING FINAL OR FINAL OCCUPANCY INSP TION(S) WILL BE SCHEDULED UNTIL THE GENERAL CONTRACTOR AND ALL SUBC$ vRA, HAVE OBTAINED A%CITY OF CUPIRTINO BUSINESS LICENSE. L L I am not using any subcontractors: I ligature Date Please check applicable subcontract rs and complete the following information I, SUBCONTRACTOR BUSINESS NAME BUSINESS LICENSE # Cabinets & Millwork Cement Finishing Electrical Excavation Fencing Flooring/Carpeting Linoleum/Wood Glass/Glazing Heating Insulation Landscaping Lathing Masonry Painting/Wallpaper Paving - Plastering Plumbing Roofing Septic Tank Sheet Metal Sheet Rock Tile Owner/Contractor Signature Date