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12010091 CITY OF CUPERTINO BUILDING PERMIT BUILDING ADDRESS: 10330 TULA LN CONTRACTOR:SUNGATE ENERGY PERMIT NO: 12010091 SOLUTIONS ONVNER'S NANLE: TRUJILLO HERBERT R AND JACKLYN 6335 FERRIS SQ STE, B DATE ISSUED:02/15/2012 ONVNER'S PHONE: 4082537139 SAN DIEGO,CA 92][21 PHONE NO:(858)457-4500 El LICENSED CONTRACTOR'S DECLARATION BUILDING PERMIT INFO: BLDG ELECT PLUMB J License Class Lie.# 7 MECH RE,SIDENTIAL' COMMERCIAL Contractor Date I hereby affirm that I am licensed 41411(lie provistot of Ch, ter 9 JOB DESCRIPTION:INSTALL ROOF MOUNT PHOTOVOLTAIC SYSTEM P, (cotnittencittgwititSectioii7OOO)ofDivisioti3oftihie usiness&Professions Code and that my license is in full force and effect. I hereby affirm tinder penalty of perjury one of the following two declarations: I have and wilt maintain a certificate of consent to self-insure for Worker's Compensation,as provided for by Section 3700 of the Labor Code,for the performance of the work for which this permit is issued. I have and will maintain Worker's Compensation Insurance,as provided for by Sq.Ft Floor Area: Valuation:$25292 Section 3700 of the Labor Code,for the performance of(lie work for which this permit is issued. APN Number:35913097.00 Occupancy Type: APPLICANT CERTIFICATION I certify that I have read this application and state that the above information is correct.I agree to comply with all city and county ordinances and state laws relating to building construction,and hereby authorize representatives of this city to enter PERMIT EXPIRE,S IF WORK ISN T STARTED upon the above mentioned property for inspection purposes, (We)agree to save indemnify and keep harmless the City of Cupertino against liabilities,judgments, WITHIN 180 DAYS OF PERMIT ISSUANCE OR costs,and expenses which may accrue against said City in consequence of the 180 DAYS FROM LAST CALLED INSPECTION. granting of this permit. Additionally,the applicant understands and will comply with all tion-point sourcq_Laplations per the Cupertino Municipal Code,See ton 9.18. Issued by-,�� Sianatu,/-- Dat El OWNER-BUILDER DECLARATION RE-ROOFS: All roofs shalt be inspected prior to any roofing material being installed.If a roof is I hereby affirm that I am exempt from the Contractor's License Law for one of installed without first obtaining an inspection,I agree to remove all new materials for the following two reasons: inspection. 1,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, Signature,of Applicant: Date: Business&Professions Code) 1,as owner of the property,am exclusively contracting with licensed contractors to ALL ROOF COVERINGS TO BE CLASS"A"OR BETTER construct(lie project(Sec.7044,Business&Professions Code). I hereby affirm under penalty of perjury one of the following three HAZARDOUS MATERIALS DISCLOSURE declarations: I have and will maintain a Certificate of Consent to self-insure for Worker's I have read the hazardous materials requirements under Chapter 6.95 of the Compensation,as provided for by Section 3700 of the Labor Code,for the California Health&Safety Code,Sections 25505,25533,and 25534, 1 will maintain performance of the work for which this permit is issued. compliance with the Cupertino Municipal Code,Chapter 9.12 and the Health& I have and will maintain Worker's Compensation Insurance,as provided for by Safety Code,Section 25532(a)should I store or handle hazardous material. Section 3700 of the Labor Code,for the performance of the work for which this Additionally,should I use equipment or devices which crult hazardous air contaminants as defined by the Bay Area Air Quality Management District I will pert-nit is issued. maintain compliance with the Cupertino Municipal Code,Chapter 9.12 and the I certify that in the performance of the work-for which this permit is issued,I shall Health&Safe ,Code,Sections 25505,25533,and 25534. not cruployany person in any manner so as to become subject to the Worker's Compensation laws of California. If,after making this certificate of exemption,I Owner at -ized agent- become subject to the Worker's Compensation provisions of the Labor Code,I triust Date: forthwith comply with such provisions or this permit shalt be deemed revoked. CONSTRUCTION LENDING AGENCY APPLICANT CERTIFICATION I hereby affirm that there is a construction lending agency for the performance of NNork's I certify that I have read this application and state that the above information is for which this permit is issued(Sec.3097,Civ C.) correct.I agree to comply with all city and county ordinances and state laws relating Lender's Name to building construction,and hereby authorize representatives of this city to enter upon the above mentioned property for inspection purposes.(We)agree to save Lender's Address indettinif3,and keep harmless the City of Cupertino against liabilities,judgments, costs,and expenses which may accrue against said City in consequence of the ARCHITECT'S DECLARATION granting of this permit.Additionally,the applicant understands and will comply with all non-point source regulations per the Cupertino Municipal Code,Section I understand my plans shall be used as public records. 9.18. Licensed Professional Signature Date I I ALTERNATIVE ENERGY PERMIT APPLICATION [a COMMUNITY DEVELOPMENT DEPARTMENT• BUILDING DIVISION 10300 TORRE AVENUE•CUPERTINO, CA 95014-3255 AE 1 (408)777-3228• FAX(408)777-3333•building cupertino.org CUPERTINOi PROJECTDRESS APN# a Ap i p OWNERNA PHO E-MAIL STREET ADD S ,._ CITY, STATE,ZIP FFAX 1 QI CONTACT NAS, PHO E- t;,� STREET ADD C�ITATF, IP �-- FAX v f c�� ❑OWNER ❑ OWNER-BUILDER ❑ OWNERAGENT CONTRACIOR CONTRACrORAGENT ❑ ARCHITECT ❑ENGINEER ❑ DEVELOPER ❑TENANT v , CONTRALTO AMELICENSE NUMBER LIC NSE YP BUS.LIC# COMPANY NAME E-MAIL FAX STREET ADD S r CIT ATE,ZIP � � w i ARCHITECT/ENGINEER NAME LICENSE NUMB R BUS.LIC# COMPANY NAME E-MAIL FAX STREET ADDRESS CITY,STATE,ZIP PHONE USE OF ❑ SED or Duplex ❑ Multi-Family PROJECT IN WILDLAND PROJECT IN STRUCTURE: ❑ Commercial URBAN INTERFACE AREA ❑ Yes ❑ No FLOOD ZONE ❑ Yes ❑ NO SOLAR PANELS I ❑ ELECTRIC VEHICLE CHARGING STATION ❑ SOLAR WATER HEATING ❑ OTHER: FOR SOLAR PANELS. NUMBER OF PANELSIUNITS: KILOWATTS(COMMERCIAL ONLY): T L UATIO DESCRIPTION OF WORK RECEIVED BY: By my signature below,I certify to each of the following: I am the property owner or authorized agent to act on the property owner's behalf. I have read this application and the information I have provided is correct e read the Description of Work and verify it is accurate. I agree to comply with all applicable local ordinances and state laws relating to building construtflorlUr resentatives of Cupertino to enter the above-id ntified pr erty for inspection purposes. Signature of Applicant/Agent: Date: SUPPLEMENTAL INFORMATION REQUIRED OFFICE USE ONLY W. ❑ OVER-THE-COUNTER � � ExYRESS. W _ ❑';STANDARD ❑.LARGE ❑'MAJOR PV4pp_2011.doc revised 03/16/11 ;E, ,r >F CITY' F UPE `I'I ESTIMATOR—BUILDING DIVISION ADDRESS: 14330 7o `? L� DATE: 01112/2012REWEWED BY: jsg APN: � /� BP#: ��Q�G ''VALUATION: $25,292 PERMIT TYPE: Building Permit PLAN CHECK TYPE: Alteration/Repair PRI MARY 2nd Unit? Yes N® PENT TION USE: �� Or Duplex Ind 0 Yes QNo PERMtT TYPE: took Install root mount photovoltaic system SCOPE I OCCUPANCY TYPE: TYPE OF FLR ARE A PC FEES PC FEE ID BP FEES BP FEE ID CONSTR. s.f. i R-3 (Custom) II-8,111-B,IV,V-B 0 $0.00 $0.00 TOTALS: 0 $0.00 $0.00 MECH,HOURLY Q Yes Q No PLUMB,HOURLY 0 Yes (D No ELEC,HOURLY 0 Yes No ET NOTE:This estimate does not include fees due to other Departments(i.e.Planning,Public Works,Fire,Sanitary Server District,School District,etc.). These ees rise based on the relint{na /in orntation available and are o!U1 an estimate, Contact the➢e t or addn'l info. FEE ITEMS (Fee Resoha llon 11-053 E . 7ff /I/'d2 FEE QTY/FEE IVIISC ITEMS Plaza Check Fee: $0.00 1 # Alternative Energy System Suppl,PC Fee: Q Reg. Q OT 0.0 hrs $0.00 $214.00 IPHOTOVRES Photovoltaic System PME Pian Check: $0.00 Permit Fee: $0.00 Suppl.Insp, Feer Reg. 0 OT Q.Q firs $0.00 PME Unit Fee: $0.00 PME Permit Fee: $0.00 0 Work Without Permit? 0 Yes Q No $0.00 Adygneedl Planning Fee. $0,00 Select a Non-Residential G Building or Structure Q SLon Vigtiou Fe.L: 1BSEISil1ICR $2.53 Select an Administrative Item B_Jd g Stds Cominisslon Fee: IBCBSC $2.00 y SUBTOTALS: $4.53 $214.00 TOTAL FEE: $21853 Revised"V0,111612 0,111612 i M canadiansoiar I h X ' s�7 5 l On-grid Module qx CS61P is robust solarmodule with 60 solar cells. These modules can be used for on solar applications. Ourmeticulous design n'd s production techniques ensures high-yield j $g long-term performance forevery module produced. Our rigorousquality control and in-house testing facilities guarantee Canafflan r � � j a, Solar's modules meetthe highest quality 'NS Astandards possible. 12, fle . ispYodctuva eaanty(materralsandorkmans�iip� A�Applicationsrr - tee" "' t ., a y ars i10i'u'KPITy aK, uf i Ira 45 opg On-grid residential roof-tops � dutrJeadng power tolraiceSV�I(' 2 1% Solar commercial/industrial roof-tops s ., �,- - • , € :n olar powerstations BMW 2t cy � €i x-7 t c T-�. ,.z^tu 7 z-• - '�, , Sirorg frar�ed�nodUle� paPsmg-mecianic� oad Other on applications ytiof549QPato,wit�tstand t�eav#ers owroad �Telstmct fau�,erm Pv ------------ �nSiustryc rtlfieifor F f . } = 'GS�TS16'949f�ieut9mo} equalamatlagerr�e Quality Certificates systenh�aoUle produ� ionsice2003 IEC 61215, IEC61730,TUVSafety Class II, 4� P, MY, UL 1703,CE . 180'I1702 �ta�ifie �`testingtlab IS09001:2000: Standards forquality fully c mp�l u g o lE� TUV,C7L tEstlpg}sta da?ds management systems ISO/TS 16949:2002:The automotive quality axT" i management system AM iE * a. • QC080000 HSPM:The Certification for qg 47 Hazardous Substances Regulations T i r 1 y y- x pr "33 s}moi s nth k ss a., ? -- 1 a ' s ;; )j} >1 N� P I X '401 , i �r f""4 6 'b ` a- 2, 3 t } -z315 x tf EC C }:,r x ` DVE IEC � CE yms„ 3 e TUV i`01 ?`' a fY S T 01 I T TA L i, owww.canadian-solar.com j -:. i gp m� ��.� � .,•r �� +u�r � z=:�.� �.� �� x:�-�^�� , � �. A 9J�� ®� L�/"�� _ ply ��"��:�� - �s� ,��`�� :_�: � •'�� "„ ; ,� 3 CS;6 `200P� �GS6P�210 ,'� �� 220P� � �CS�P 2;4OP � q�,.r= a .'_�#..'�'U�+X-�^�3�.;�� .:x*..x sY, �.� 4`s^ .. Sr=� e�: °.t�_ .."n.''�-��r3�� s+� �-'��`�"8,�'z'4 Y*�i sl',�23 P�.� fv ��"' '•��3��. Nominal Maximum Powerat STC(Pmax) 200W 210W 220W 230W 240W Optimum Operating Voltage(Vmp) 28.9V 28.9V 29.3V 29.8V 30.4V Kfw Um} Optimum Operating Current(Imp) 6.93A 7.26A 7.52A 7.71A 7.91A � ° 3 Open Circuit Voltage(Voc) 36.2V 36AV 36.6V 36.8V 37.OV Short Circuit Current(Isc) 7.68A 7.91A 8.09A 8.34A 8.61A NMI � Operating Temperature -40C-+85C 00 X - � Maximum System Voltage _ a 1,000V(IEC)/600V(UL) Maximum Series Fuse Rating � 15A Power Tolerance ±5Wggi Pmax -0.45%rC 35 VC Temperature Coefficient Voc -0. Isc 0.060 VC � x NOCT 45Cj .., *4.:zs �.!�:"-`� ^, JL�da7 S)and�d 7e kGa d)1i�o s.SY- otsit d(anc'f10➢OW`7. --`.: cti A .SSS d-cell;em 'aY re o s U - `*- �' n—WO MR 3,. �� r � Cell Type Poly-crystalline/Mono-crystalline BOR x .F { Yg Cell Arrangement 60(6x10) OWE �s Dimensions 1638 x 982x 40mm(64.5x 38.7 x1.57ln) f � s � %m t ;' f Weight 20kg(44.1 lbs) gAp 3 < UMI XWH 25 r r �g:z '"�g Front Cover Tempered glass _ Frame Material Anodized aluminium alloy W 5M s __ g5 Standard Packaging(Modules per Pallet) 20pcs �� s z"w- 5 '€'3. z-n'r, ,z}, i.r ' •;:, �7 i �5, ;..�Y 5; .rx'�r i q $ tgfneern� Drav�rngL i .. 0'i 4 ic,r� '�F. 4`Y`s-: $ "r l 4 4-. 5�5'L''-`%S _E 1•�' �+ t d r�ati,y� ,r Z-m,,,•, t. ' .. IF iMl z' fs.�- cS lsr� "`r�� _ tx-otimmmew t .:� Y g��tltr�� -.- `s ��r �- •2 } o - ra an n d t Q .'3 I' ,:i. <<. 0 tj -IE; E ,0 an �e -: .,7 RX volwue(v) Vottage(vi g j 3 .,SpeqfkAffiffi s)hpydedi4YYhi$'aa4a5heeYa About Canadian Solar Canadian Solar is vertically-integrated manufacturer By the end of 2008,Canadian Solar has amodule capacity of over of ingots,wafers,cells,solar modulesand custom- 600MW.Withrevenue of 709.2million dollars in2008,a 134% designed solar power applications.Canadian Solar growth in revenue over 2007, Canadian Solar has become one of was founded in Canada in 2001 and was successfully the fastest-growing companiesin the solarindustry. listed on NASDAQExchange(symbol: CSIQ)in November 2006. e � e .e o . - 4 t i; 77 f t y#1 t r � �n�ahase - t --77777777 wwg�ml � r - Maximum energy production The Enphase Energy Microinverter PRODUCTIVE - Resilient to dust, debris and shading - Performance monitoring per module System improves energy harvest, increases reliability, and dramatically - System availability greater simplifies design, installation and RELIABLE than 99.8% - No single point of system failure management of solar power systems. The Enphase System includes the - Quick and simple design, installation SMART and management microinverter, the Envoy Communications - 24/7 monitoring and analysis Gateway, and Enlighten, Enphase's monitoring and analysis software. SAFE - Low voltage DC - Reduced fire risk 10, C us I M215 MICROINVERTER TECHNICAL DATA M�M Recommended input power(STC) 190-260W Maximum input DC voltage 45V 1 Peak power tracking voltage 22V-36V Operating range 16V-36V Min./Max.start voltage 26.4V/45V Max.DC short circuit current 15A Max. input current 10.5A Es W ft-W0 i US Ra IN Maximum output power 215W 215W Nominal output current 1.OA (arms at nominal duration) 0.9A(arms at nominal duration) Nominal voltage/range 208V/183-229V 240V/211-264V Nominal frequency/range 60.0/59.3-60.5 Hz 60.0/59.3-60.5 Hz Extended frequency range 60.0/59.2-60.6 Hz 60.0/59.2-60.6 Hz Power Factor >0.95 >0.95 Maximum units per 20A branch circuit 25(three phase) 17(single phase) Maximum output fault current 1.05 Arms,over 3 cycles;25.2 Apeak, 174ms duration "�'11 � � M� � � � �� 1 EN CEC weighted efficiency 96.0% Peak inverter efficiency 96.3% Static MPPT efficiency(weighted,reference EN50530) 99.6% Dynamic MPPT efficiency(fast irradiation changes, reference EN50530) 99.3% Night time power consumption 46mW 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")* Weight 1.6 kg(3.5 lbs) Cooling Natural convection-No fans Enclosure environmental rating Outdoor-NEMA 6 *without mounting bracket =121 m �� Compatibility Pairs with most 60-cell PV modules Communication Power line Warranty 25-year limited warranty Monitoring Free lifetime monitoring via Enlighten softrware 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. 142-00010 Rev 02 201 1 st Street Petaluma,CA 94952 Phone:877-797-4743 Fax: 707-763-0784 info@enphaseenergy.com j http://www.eriphase.coi-n I i • • . . � - " UNIRAC A HVI CROUP Ci MP111UY i SolarMount Technical Datasheet Pub 110818-ltd V1.0 August 2011 j SolarMountModule Connection Hardware.................................................................. 1 BottomUp Module Clip.................................................................................................1 MidClamp ....................................................................................................................2 End Clam SolarMount Beam Connection Hardware......................................................................3 L-Foot...........................................................................................................................3 SolarMountBeams..........................................................................................................4 SolarMount Dine Connection Hardware SolarMount Bottom Up Module Clip Rant No. 302000C Washer Bottom Up Clip material: One of the following extruded aluminum Bottom hidden see alloys: 6005-T5,6105-T5, 6061-T6 U Cli Nut P . P notE ) 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 r. Assemble with one%"-20 ASTM F593 bolt, one Y4"-20 ASTM F594 }. serrated flange nut, and one Y4"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) (1) 4 Tension,Y+ 1566(6967) 686(3052) 2.28 1038 (4615) 0.662 Y f Transverse,X± 1128(5019) 329(1463) 3.43 497(2213) 0.441 - ts.) r-X i Sliding,Z± 66(292) 27(119) 2.44 41 (181) 0.619 i Dimensions specified in inches unless noted i I • • ' ' so A HIM G Oko,CQ^A?%%,y SolarMount Mid Clamp � Part No.302101 C,302101 D,3021030,302104D, 302105D,302106D Mid clamp material: One of the following extruded aluminum eBolt alloys: 6005-T5, 6105-T5, 6061-T6 Ilf/d la e Nui Ultimate tensile: 38 Clamp ksi,Yield: 35 ksi Finish: Clear or Dark Anodized Mid clamp weight: 0.050 lbs(23g) Allowable and design loads are valid when components are F_ assembled according to authorized UNIRAC documents Values represent the allowable and design load capacity of a single Y mid clamp assembly when used with a SolarMount series beam to retain a module in the direction indicated Assemble mid clamp with one Unirac'/"-20 T-bolt and one'/"-20 ASTM F594 serrated flange nut Beam a M` ? Use anti-seize and tighten to 10 ft-lbs of torque • Resistance factors and safety factors are determined according to {5part 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 3- Qf3 $ Direction Ultimate Load Factor Load uffWfutN s Factor, -- O lbs N lbs(N) FS lbs(N) � Tension,Y+ 2020(8987) 891 (3963) 2.27 1348(5994) 0.667 L -� L Transverse,Z± 520(2313) 229(1017) 2.27 346(1539) 0.665 - — Sliding,X± 1194(5312) 490(2179) 2.44 741 (3295) 0.620 I.-'X Dimensions specified in inches unless noted SolarMount End Glar t Fart No,302001C,3020020,30200217,3020030, 302003D,3020040,302004D,302005C,302005D, 3020060,302006D,302007D,302008C,302008D, 3020090.3020091},3020100,3020110,3020120 End clamp material: One of the following extruded aluminum alloys: 6005-T5, 6105-T5, 6061-T6 molt _ Ultimate tensile: 38ksi,Yield: 35 ksi e - Finish: Clear or Dark Anodized -.' End clamp weight:varies based on height: 0.058 lbs(26g) C/amp Allowable and design loads are valid when components are Se_rratefl zo ,� 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 g: Assemble with one Unirac W-20 T-bolt and one'/"-20 ASTM F594 serrated flange nut Bea 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 P_X .= Modules must be installed at least 1.5 in from either end of a beam Applied Load Average Allowable Safety Design Resistance Direction Ultimate Load Factor, Loads Factor, lbs(N) lbs(N) FS lbs (N) ° + Tension,Y+ 1321 (5876) 529(2352) 2.50 800(3557) 0.605 i Transverse,Z± 63(279) 14 (61) 4.58 21 (92) 0.330 Sliding,X± 142(630) 52(231) 2.72 79(349) 0.555 Dimensions specified•in-inches unless noted i I • • ®� r:aaT�c.<our-caraan�r N I RAC' SolarMount ea Connection Hardware Ol rMoun L-Foot Part o.ao400oc, 3o4000D • L-Foot material: One of the following extruded aluminum alloys:6005- T5,6105-T5,6061-T6 005- T5,6105-T5,6061-T6 • Ultimate tensile:38ksi,Yield:35 ksi ..T 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 Beam - assembled with SolarMount series beams according to authorized Bolt ' UNIRAC documents 4- L-Foot For the beam to L-Foot connection: •Assemble with one ASTM F593 W-16 hex head screw and one errated. ASTM F594 3/a'serrated flange nut Flange.Nu`g • Use anti-seize and tighten to 30 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 Y results from an IAS accredited laboratory 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 Applied Load Average Safety Design Resistance ,X l Direction Ultimate Allowable Load Factor, Load Factor, Ibs(N) lbs(N) FS lbs (N) (1) i - Sliding,Z± 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) 1 1325(5893) 1 2.46 1 2004(8913) 0.615 Traverse,X± 486(2162) 213(949) 1 2.28 323(1436) 1 0.664 i I ' I i 0 Mfg If I=M�-iaamffi ruNIRAC f:HIM CRour CONVIA.4Y i i SolarMount earns Dart€ o.310132C, 310132060, 3101680, 310168Cn0, 3101688 3102030, 3102080®0, 310240C, 3102400-B, 3102400, 410144M, 410168M, 410204M, 41024011 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) in 0.353 0.898 Section Modulus(Y-Axis) in 0.113 0.221 Moment of Inertia(X-Axis) in 0.464 1.450 Moment of Inertia(Y-Axis) in 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 1728 SLOT FOR T-BOLT OR HEX HEAD SCREW 1/a"HEX HEAD SCREW -T 2X SLOT FOR SLOT FOR BOTTOM CLIP 2.500 BOTTOM CLIP 3.000 1.316 SLOT FOR 38" HEX BOLT 0 SLOT FOR 1.385 3�" HEX BOLT .387 .750 1.207 y y 1.875-- 1 � X I.-X SolarMount Beam SolarMount HD Beam Dimensions specified in inches unless noted i IN i I I I f j i i M umnt PV uick o Your Solution in 'Mounting Products Solar . H2O. a Conduit . HVAC . Custom Shake Specifications Quick Mount PV® is an all-in-one waterproof flashing and mount to anchor photovoltaic racking systems, solar thermal panels, air conditioning units, satellite dishes, or anything you may need to secure to a new or existing roof. It is made in the USA of all aluminum and includes stainless steel hardware. It works with all standard racks, installs seamlessly and saves labor by not need- ing to cut away any roofing,will out live galvanized 2 to 1, and is a better low-profile mount. 009 Flat Washer 1"x 5/16" EPDM Rubber Washer 60 Durometer EPDM (2) Sealing Washer 3/4"x 5/16" Hex Nuts Hanger Bolt 5/16"x 6" 5/16" 1-1/2" Machine, 1-1/2"Spacer, 3" Lag Mount& Flashing Aluminum Mount 2-1/4"1 x 1-1/4"w x 1-1/4"hLL Flashing .05"thick. For shake roofs: flashing is 18"x 18", mount is attached 6"off center. Lag pull-out (withdrawal) capacities (Ibs) in typical lumber: Lag Bolt Specifications Specific 5/16"shaft 5/16"shaft gravity per 3" per 1" thread depth thread depth Douglas Fir,Larch 50 798 266 Douglas Fir,South .46 705 235 Engelmann Spruce,Lodgepole Pine (MSR 1650 f&higher) .46 705 235 Hem,Fir .43 636 212 Hem,Fir.(North) .46 705 235 Southern Pine .55 921 307 Spruce,Pine,Fir .42 615 205 Spruce,Pine,Fir(E of 2 million psi and higher grades of MSR and MEL) .50 798 266 Sources:Uniform Building Code;American Wood Council Notes:1)Thread must be embedded in a rafter or other structural roof member. 2)Pull-out values incorporate a 1.6 safety factor recommended by the American Wood Council. 3)See IBC for required edge distances. 936 Detroit Ave Suite D, Concord, CA.94518 Phone: (925)687-6686 Fax: (925)687-6689 Email: info@quickmountpv.com www.quickmountpv.com 1 of 2 i Know Your Roof It is a good idea to do a thorough roof evaluation prior to your project installation.At this time you should do a layout on the roof confirming everything on the drawing will fit as it is intended.Any irregularities should be noted now,so that you can deal with them simply on install day.The quality of the roofing should be determined,so that any repairs or replacement can happen before or in conjunction with the installation.On a shake roof it is important to know as much as possible about:the age of roof,the type of substrate(skip sheeting,plywood,or oriented strand board[OSB]),the rafter size,the spacing and span,the age of the roof structure,who roofed it,who built it,etc.It is also important to know about the shakes themselves:species,grade,exposure size,length etc. Photos should be taken of all of the roof variables and associated with the job file for any future reference either short term or long.Typically the building owner can look in a file and find the roofer and or roofing specs. If not,take a piece to the roofing yard,they can usually recognize the type and the rough vintage. Officially,the roofing manufacturer's instructions supersede our instructions,as our product is weaving into theirs.As there are so many small shake manufacturers,they really don't provide instructions,they provide grading.The industry provides'standards and best practices". The best place to get reference materials for shakes is through the "Cedar Shake&Shingle Bureau". Their website is http://www.cedarbureau.org. They have a plethora of drawings and guidelines for new repair,or retrofit of Shake and Shingle roofs.Get their manual if you intend to do shake installs more than once. On a roof that has a material and labor warranty in place(new roof),it is recommended to at least consult the roofer of record. Often the roofing contractor will void the labor portion of their warranty if another trade modifies their work. Give the roofing contractor the option of handling the roofing modifications,or at least give them the opportunity to inspect and approve the modifications you make. There will be fees to this roofer,but if it maintains the labor warranty it should be good money spent. Product Selection Product Includes Shakes are typically installed with a 10"exposure or a 7 1/2"exposure. They are also The units are sold in 12 packs.Each 12 pack includes the mounting hard- installed over skip sheeting,or solid sheeting. 10"over solid is standard West Coast ware and the mount with flashing to install 12 mounts,with written instruc- while 7 1/2"skip is common on the East Coast. The Shake Mount fits both. On the tions. 10"it is installed with 5"exposed over course 1,10"under course 2,and 3"under the paper and course 3. On the 7 1/2"it is installed with 7 1/2"exposed over course 1,7 Alternative Attachment Methods 1/2"under course 2,and 3"under the paper and course 3. The Shake Mount is intended to be attached into a lumber rafter. Mounts are usually laid out based on the location of the rafters. In some cases it is Retrofitting into an existing Shake Roof requires finesse and a Shingle Ripper. Typi- desired to place a mount where there is no rafter. In this case it is possible cally the two or three Shakes are removed from directly above the mount. This enables to place a block between rafters, then lag into the block. In the case of you to find the rafter and confirm that you are sliding the flashing under the paper. If metal rafters,lumber blocking the rafters is a solution,but should be done the shakes that the mount sits on are excessively irregular surface,it is best to grind per the building's engineer of record. down the highs with a sander. Once the mount is installed,slide the Shakes back into position with some adhesive top side and bottom,to keep them in place as you don't Shared Rail want to drive any nails through the flashing you just installed. Attempting to remove On a shared rail system,where the mounts must be in an exact spot. It Shakes without a Shingle Ripper is like opening a can of soup with a toothbrush. is important to make sure the unit is flashed properly. Normally the verti- cal placement is guided by the exposed front edge of the shingle. When Felt Paper is required under shakes per the drawing below. It is commonly found on the flashing must be shifted to catch a shared rail, it is advised to shift the West Coast,but many old timers are still putting in Shakes on the East Coast with the mount up the roof only leaving less flashing over course 1,and more the old paperless method. If you run into a paperless Shake Roof and you're not an flashing under course 3. If it is necessary to shift downward, it is advised old timer willing to go sleepless on rainy nights,find one that is,and subcontract it. to move down a whole course and then shift up accordingly. If there is no .tasnz; other solution than to shift the mount down the shake,then it is imperative E=fe 4Aeklf a to maintain the integrity of the roof by installing additional paper to span over the top of the flashing and under the paper of course 3 above. Sealants v f�M wd Y a It is important to put a compatible sealant into any and all holes drilled into � i" r2 a roof.We have been recommending Geocell 2300, but there are many jr that are compatible with:asphalt,wood,aluminum,and stainless steel.In ; ` .• the freeze thaw zones,it is important to follow the manufacturers'rules for , l NE � 6alvi.egal�T4 freeze thaw conditions. .1A=�trn Qft How Many Mounts Per Module? IBC There are two questions that must be asked when adding anything to a roof. Q� International fn 1. Can the roof/building/foundation handle the additional load? Building GT 2. What is to keep the new load from blowing away? National code Roofing State Contractors Building It is assumed that a licensed solar installer can answer these questions. If he/she Association can't,he/she will need to find somebody that can. A licensed engineer is the easiest Code solution. Some of the racking manufacturers have guides to calculating a code compli- Q Asphalt ant install as well. Many variables must be considered and determined to complete the Roofing � calculation. The spacing between mounts has the variables of:strength of rail,distance Manufacturers International C) between parallel rails,cantilever of modules over rails,pull out strength of mount,slope Q Association A H J Residential of roof,height of roof,wind zone,roof type,structural integrity of roof framing,etc.The /�1 code Authority only values in the variables above that we can provide is pull out strength and shear of mount.We provide structural test reports on all of our mounts as needed.You will need Sheet Metal& Having National to do the calculation of variables as you are the only one who knows them all. J` Air Conditioning Jurisdiction Fire Protection Contractors' Q Further Resources 7— National OSHA Association In the process of all the research we have done,we came up with what we call the Association "Wheel of Accountability". It is a graphical look at the many official entities that govern International how waterproofing should be done. At our web site you can click on any wedge of the code wheel and get the code snippets that pertain to that entity's focus on roof penetrations. council Please don't hesitate to use it to your advantage.And of course if you have any feed 9�G�C/�G Underwriters (� back pro or con,let us have it. Take photos of your jobs using Quick Mount Products Laboratories and submit them to us at info@quickmountpv.com,we'll put them up in our web gallery. Put Photo Gallery in the Subject line. L)L 2of4 i Block pivots on flashing with water-proof seal 5/16"Nut V16" Fllpt Washer ypica -foot, not included 5/16" Rubber Seal .-.,,...,.. 5/16" Nut = 5/16" Sealing Washer 18" Block 2-1/4"xl-1/4"x1-1/4" >......... 5/16-18 x 6" Hanger bolt 1-1/2 Machine, ° 9" 3'Ila Spacer Lag Shake 1/2"-OSB or 18" Plyboard 3" Scale 1:2 TITLE: QM-PV-Shake COMMENTS FILE NAME QMLC EXP Scale 1:5 DATE 8/01/08FY + REVISION ick Mount PROPERTY OF QUICKMOUNT PV *ALL RIGHTS OF DESIGN OR INVENTION ARE RESERVED DRAWN BY A.B.K. S'DEa,r • lip Conduit • JTVAG « Caustoin i i AW ulLk Momumnt - . PV SHAKE MOUNTING INSTRUCTIONS 5/16" Installation Tools Required: Tape Measure, Roofers Bar/ Shingle Ripper, Chalk Line, Stud Finder, Caulking Gun, 1 Tube of Appropriate Sealant, Drill with 1/4"long bit, Drill or Impact Gun with 1/2"Deep Socket. rr �� 3 � E �� T h ✓v4' S � y}7 Locate and mark centers of Rafter to be Remove Shakes directly above Mount with Find the rafter center and level out any Mounted. Select each Row Course of roof- the Shingle Ripper,to expose felt paper, high spots with a grinder. Slide Mount into ing for placement of Quick Mounts. desired position on shakes and mark cen- ter for drilling. sk Using drill with 1/4"long bit, drill pilot hole Clean off any saw dust and fill hole with Slide Mount back into position. Prepare into roof and rafter, taking care to drill Sealant. hanger Bolt with 1 Hex Nut and 1 Sealing square to the roof. Washer,insert through block into hole and drive Hanger Bolt to 13 Foot Pounds. You are now ready for the rack of your } choice. Follow all the directions of the ` E rack manufacturer as well as the module manufacturer. 4s�F Y All roofing man ufactu rers'written instruc- #r {, tions must also be followed by anyone 1, yah ' K € modifying a roof system. Please consult the roof manufacturers' specs and in Insert EPDM Rubber Washer over Hanger Using the Racking Hardware, secure the structions prior to touching the roof. Bolt and into hole in Block. rack of your choice. For Questions Call 925-687-6686 www.quickmountpv.com info@quickmountpv.com QM-PV-Shake-Install September 2009 4 of 4 IO QTY ❑ ROOF CONDITION PITCH OF ROOF ROOF AZIMUTH SUNGATE ENERGY SOLUTIONS E CS6P230P E Client TRUJILlO, HERBERT ENPHASE MICRO® M215 ❑ SOLECTRIA ❑ FRONIUS COMP 20 181 INVERTER 10 TY ❑ ❑ SL „ Address; 10330 TULA LANE Q TILE $ City• CUPERTINO CA• 95014 UNIRAC E ❑ LOW TILT ❑ METAL g : s: Phone: 406-253-7134 CLYCKSYS❑ ❑ ❑ SHAKE GOOD WPARIMITIT [] ❑ ❑ El Alt: DING DIVISION-CUPERTINO PRO-SOLAR HIGH TILT TOTAL PANELS- 10 j Db si e du ing c onstructio 1. un l wfu to ke ny - + PANEL UPGRADE 200A here[rom,with uta pro, Buil ing ffici 1. 125A CANADIAN 230 PtW/ T e "T7i g of his n iii SHALL NOT MICRO INVERTERS ON EACH fan pro is41”01aW. lo s of ny ity dine ce Ste e La . SUB g ` PANEL DTE CRAFTSTAR ❑ Yes RMIJ Ne. Qty, ® No IFRAMING •i ' PRO SOLAR RAILS W/ MONITORING ® Yes 2"X 6", •� O QUICK MOUNT SHAKE 10-MODULEARRAY Qty, i ❑ No 18"O/C 1 FOOTINGS GROUND MOUNT ❑ Yesk. ® No MODULES RUN IN SERIES PAPAL LEL ;000x _ 1 STORY El3-BOX AND ............ 410"410" 410 2 STORY ® -- -------------•- LBW - 3 STORY ❑ 2X6 TRUSSES-18"01C = •-- = MAXSPAN-410„ Hardware visible ® Yes ❑ No SHAKE ROOFING CONNECTION @ 200A MAIN ., ROOF DISCONNECT ❑ Yes r FRONT OF HOME 'r ® No KW.'2.30 PERMIT RECEIVED El Yes POINTLOAD. ❑ No 29.1 LBS PER FOOTING Measured By: LOAD. ALL ROOFPATCHINGWILL SE ALL CONDUIT,JUNC770NBOXESAND DHILL 2.9 LBS PER SQUARE FEET PER PANEL MADE WITH THESAME MWER)AL PV MODULES LABELED AND INSTALLED IN WITH CEC CODE S EX575 ACCORDANCEV vent NTL ... .............. . ........ .......... 6 Page e 1 of ::::::(:. 'ti}{ii:,i:;tii::Vii$:::j:'tiii:titi:?:{•:•iX?:v:ti<v:?:�?:{:•}: SUNGATE ENERGY SOLUTIONS ® C56P230P ® 10 QTY ❑ ROOF CONDITION PITCH OF ROOF ROOF AZIMUTH Client TRUJILLO, HERBERT ENPHASE MICRO® M215 F1SOLECTRIA ElFRONIUS COMP 20 181 Address: 10330 TULA LANE INVERTER® 10 QTY ❑ ❑ TILE � '{�- `^^` ' '�•. City: CUPERTINO, CA. 95014 UNIRAC® ❑ LOW TILT ❑ METAL CLYCKSYS ❑ ❑ SHAKE GOOD Alt: PRO-SOLAR❑ ❑ HIGH TILT ❑ ❑ ❑ TOTAL PANELS- 10 PANEL UPGRADE ALL CONDUCTORS IN CONDUIT 200A 0 EQUIPMENT SCHEDULE ON THE EXTERIOR OF THE 125A 1 SOLAR PV MODULE C56P--230P CANADIAN SOLAR ELECTRICITY-10 BUILDING SHALL BE WET RA TED SUB 2 PVARRAY N/A 10-CS6P-230P MODULES W/ENPHASEM215 MICRO INVERTER ON EACH MODULE TT : PANEL 3 J-BOX N/A NEW 4,PVCJUNC7IONB0X IFREQUIRED BY CITY OR COUNTY CRAFTSTAR ❑ Yes 4 AC DISCONNECT SQUARED (UNFUSED)30A 600V(IF REQUIRED) ALL CONDUITSHALL REPAINTED Qty, ® No 5 SERVICE PANEL SQUARE-D-200A 240VAC,200A BUS W120A 2-POLE BREAKER FOR POINT OF CONNECTION TO MATCH SURFACE OF MONITORING ® Yes 5 BUILDINGWTIHCAUTION Qty, I ❑ No LABEL LEGEND= LABELS Oa 10'IN7FRVALS GROUND MOUNT ❑ Yes FOUND ON PG.5OF5 ® No HDERA TE CALC5 FOR ROOFTOP: MODULES RUN IN 2 4 3-7HWN--2=40X.58=23.2 SERIES 1 3 D <B C ARALLEL 10 modules in ALL WIRE EXPOSED ON ROOF I STORY El parallel A C' MAIN LINKING PHOTOVOLTAIC PANELS 2 STORY ® J-BOX AC TOGETHER TO BE USE17HWN--2 a; 3 STORY E-1DISCO RATED WIRE 17— -- — — -- -- -- — -- 20A 2-POLE Hardware visible ® Yes BREAKER ALL WIRE TO BE RUN IN EMT '� ❑ No 1 2 3 CONDUIT 1/2"-3/4" ROOF DISCONNECT E] Yes TAG E F ,- ® No ALL CONDUCTORS INSIDE EMT PERMIT RECEIVED ElYes CONDUIT#IOAWG ❑ No Measured By: 1-USE-2-10AWG MAXIMUM5YSTEM VOL TAGE.• 4 120%OFSERVICEEQUIPMqT _rN 12 DHILL 2- THWN-2-10 AWG 36.8X6X1.13=249.50V BUSS RA TING WILL NOT BE012 G BUILDING EXCEEDED PER CEC 6 - MUM CIRCUIT CURRENT P V ARRAY GROUNDING 3-8 AWG GROUND MAXI R IT ""' : : :>..... - C GROUNDING ECTRODE COND.-8 G B 8 34 X 1 X 1.56=13.IA ELECTRODE MIN. 6'FROM GROUNDING z : ::: .....:..:................. 4 D G O NDINGEL AW ARE C� ............................................................... EXISTING GROUND ROD ELECTRODE `= <?` i ;:<>: : Page 2 of 6 SUNG-ATE ENERGY SOLUTIONS ® C56P230P ® IO QTY ❑ ROOF CONDITION PITCH OF ROOF ROOF AZIMUTH s . Client TRUJILLO, HERBERT ENPHASE MICRO® M215 ❑ SOLECTRIA ❑ FRONIUS COMP 20 181 <,,b .:> ,, w�...•.Address: 10330 TULA LANE INVERTER® 10 QTY ❑ ❑ TILE "•-., ^ �'• ,v. ''i: ..�.`i { {...._� UNIRAC ElMETAL ;_•,•fi t : .< : . •' v '{�.•� City: CUPERTINO, CA, 95014 ® ❑ LOW TILT L' %S CLYCKSYS Phone: 408-253-7134 ❑ ❑ ❑ SHAKE GOOD Alt: PRO-SOLAR❑ ❑ IHrGH TILT ❑ ❑ ❑ TOTAL PANELS- 10 PANEL UPGRADE 200A PV MODULE RATINGS LABELING 125A CONTENT: CAUTION -SOLAR ELECTRIC SYSTEM SUB MODULEMAKE CANADMNSOLAR BACKGROUND: RED C. rj PANEL MODULE C56P--230P LETTERING: WHITEZ� CRAFTSTAR ❑ Yes MAX POWER POINT CURRENT(Imp) 7.78A ALL CAPITAL LETTERS Qty. ® No MAX POWER VOL TAGE(Vmp) 29.6V MINIMUM HEIGHT: 1-1/2" ° s MONITORING ® Yes OPEN CIRCUIT VOLTAGE(Voc) 36.8V FONT: ARIAL OR SIMILAR NON-BOLD Qty- 1 ❑ No SHORTCIRCUIT CURRENT(Isc) 8.34A REFLECTIVE SURFACE AND MATERIAL SUITABLE FOR GROUND MOUNT ❑ Yes MAX SERIES FUSE(OCDP) 15A EXTERIOR USE ® No MAXPOWER. (Pmax) 230W MODULES RUN IN MAX VOLTAGE-DC 600V LOCATION: SEZZ.FS VOC T5",PCOEF,=I LTE,'VT 0.36961C- ALL INTERIOR AND EXTERIOR CONDUIT,RACaVAYS, PARALLEL ;000x ENCLOSURES AND CABLE ASSEMBLYS. p ' 1 STORY ❑ EVERY 10' AT ALL TURNS, ABOVE AND BELOWmzlm - } 2 STORY ® INVERTER RATINGS ALL PENETRATIONS, AT ALL DC COMBINER ANDlea 3 STORY ❑ JUNCTION BOXES. INVERTER NAME ENPHASE ` Hardware visible ® Yes INVERTER MODEL M215 CONDUIT,WIRING,AND RACEWAYS WILL BE ❑ No 4 MAX DC VOL 45V MOUNTED AS CLOSE AS POSSIBLE TO THE RIDGE, ROOF DISCONNECT ❑ Yes MAXPOWER 215W HIP, OR VALLEY TO REDUCE TRIP HAZARDS AND ® No NOMINAL AC VOLTAGE 240V MAXIMIZE VENTILATION OPPORTUNITIES PERMIT RECEIVED Yes MAXAC CURRENT I 10A ❑ No MAX OCPD RA77NG 20A Measured By: N 2 DHILL Jill > xw # jp ►? Page 3of 6 SUNGATE ENERGY SOLUTIONS ® CS6P 230P ® 10 QTY ❑ ROOF CONDITION PITCH OF ROOF ROOF AZIMUTH Client TRUIILLO, HERBERT ENPHASE MICRO® M215 ❑ SOLECTRIA ❑ FRONIUS COMP 20 181 Address: 10330 TULA LANE INVERTER® 10 QTY ❑ ❑ TILE } ry : v' ' • City: CUPERTINO, CA. 95014 UNIRAC® ❑ LOW TILT ❑ METAL CLYCKSYS❑ ❑ El SHAKE GOOD Phone: 408-253-7134 PRO-SOLAR❑ ❑ H Alt: IGH TILT ❑ ❑ ❑ TOTAL PANELS- 10 PANEL UPGRADE 200A 125A SUB . ti PANEL <: ILSCO MODULE GROUND LUG CRAFTSTAR ElYes :t <<<` S.S. 10-32X1/2 Qty. No THREAD-FORMING.SCREW MONITORING ® Yes —20 IN Qty, 1 ❑ No COPPER WIRE GROUND MOUNT ❑ Yes #8AT20IN-LBS ® No FF MODULES RUN IN SERIES ` AP,4LLEL x0101 C NUT TO BE TORQUED Ca 16FTLB 1 STORY ❑ UNIRACRAIL NUTS TO SE TORQUED C�10 FT.LB. 2 STORY ® x FLANGEFOOT 3 STORY ❑ EPDM RUBBER WASHER NUT end clamp mid clamp SEALING WASHER �x Hardware visible ® Yes POST module module ❑ No RAFTER ROOF DISCONNECT ❑ Yes T-BOLTS ® No S.S. 5/16-18x6"HANGER BOLT so/armount unimc rail PERMIT RECEIVED ❑ Yes ❑ No MINIMUM - 2 3/4" EMBEDMENT Measured By: INTO RAFTER AT NO MORE DHILL THAN 48" 0/C.......... ' W. ........ Q1[ FT i Page 4 of 6 r SUNGATE ENERGY SOLUTIONS ® C56P230P ® 10 QTY ❑ ROOF CONDITION PITCH OF ROOF ROOF AZIMUTH Client TRUJILLO, HERBERT ENPHASE MICRO® M215 ❑ SOLECTRIA ❑ FRONIUS COMP 20 181 Address: 10330 TULA LANE INVERTER® 10 QTY ❑ ❑ TILE ' •4,:•I a ?,` , City: CUPERTINO, CA. 95014 UNIRAC® ❑ LOW TILT ❑ METAL Phone: 40B-253-7134 CLYCKSYS❑ ❑ ❑ SHAKE GOOD Alt: PRO-SOLAR❑ ❑ HIGH TILT ❑ ❑ ❑ TOTAL PANELS- 10 PANEL UPGRADE 200A 125A LABELS SUB PER CEC 690-SMCO-SEC 9.116 PANEL RACEWAMEYER Y10' AC DISCONNECT CRAFTSTAR ❑ Yes CAUTION PHOTOVOLTAIC SYSTEM AC Qty. ❑ No A SOLAR CIRCUIT E DISCONNECT: RATED AC Zip MONITORING ❑ Yes OUTPUT CURRENT: XXXAMPS Qty, ❑ No NOMINAL OPERATING AC r GROUND MOUNT ❑ Yes ❑ No MODULES RUN IN FADERESISTANTDICONNECTLASEL MAIN SERVICE PANEL SERIES EMERGENCY DISCONNECT D WARNING TWO POWER IAC DISCONNECT WARNING: PARALLEL lIOIOIOICXX B SOURCES PHOTOVOLTAIC ELECTRIC SHOCK HAZARD DO 1 STORY ❑ DISCONNECT LOCATED AT F NOT TOUCH TERMINALS, ; 2 STORY TERMINALS ON BOTH LINE AND s" LOAD SIDES MAY BE ENERGIZED 3STORY ❑ iN THE OPEN POSITION Hardware visible ❑ Yes PERMANENTPLACARD-EXTERIOR/INTERIOR OFMAIN ❑ No CAUTION SOLAR PV SYSTEM INSTALLED. ROOF DISCONNECT ❑ Yes C WHEN POWER IS DISCONNECTED, SOLARALL SOLAR CONDUITS,INTERIOR/EXTERIOR PANELS AND WIRING MAY REMAIN El No CAUTION: SOLAR PV WIRING MAY PERMIT RECEIVED ❑ Yes ENERGIZED DURING DAYLIGHT HOURS G REMAIN ENERGIZED AFTER ❑ No DISCONNECT DURING DAYLIGHT Measured By:❑ HOURS ' DHILL Page 5 of 6 JAN 1 201 SUNGATE ENERGY SOLUTIONS MODULES® CS6P230P ® 10 QTY ❑ ROOF CONDITION PITCH OF ROOF ROOF AZIMUTH Client TRWILLO, HERBERT ENPHASE MICRO® M215 ❑ SOLECTRIA ❑ FRONIUS COMP 20 181 z.J r=fiOe Address: 10330 TULA LN, INVERTER® 10 QTY ❑ ❑ TILE {.:."�;, City: CUPERTINO, CA. 95014 UNIRAC® E] LOW TILT E] METAL Phone: 408-253-7134 CLYClCSYS EJ 11 ElSHAKE GOOD Alt: PRO-SOLAR❑ ❑ HIGH TILT ❑ ❑ ❑ TOTAL PANELS- 10 PANEL UPGRADE 5116"SS HEX NUT 5/16"SPLIT LOCK WASHER 200A 1-71 V (NOT A THEFT-PREVENTION FEATURE) 125A 1 1 15/16"X 1"SS FENDER WASHER SUB Block pivots on flashing TYPICAL PANEL with water-proof seal 5/16"60 DUROMETER L-FOOT, NOT INCLUDED CRAFTSTAR ❑ Yes EPDM RUBBER WASHER Qty, © No 5/16" SS HEY. NUT MONITORING ® Yes 0 0 Qty. 1 ❑ No BEVELED BLOCK GROUND MOUNT ❑ Yes11/4"X 11/4"X 21/4" ® No PERSPECTIVE MODULES RUN IN '-====` 5/16-18 X 6"SS HANGER BOLT 1 1/4" SERIES 11/4"MACHINE PARALLEL XAOOX 18" 13/4"SPACER mss" 1 STORY ❑ 3" LAG Ak 2 STORY ® 4, 3 STORY ❑ 1114- 6" SIDE ELEVA TION 71) 18" COMPOST RON Hardware visible ® Yes 3" ROOFING ❑ No TOP VIEW ROOF DISCONNECT ❑ Yes 1/2"OSD OR PLYWOOD ® No 21/4„ PERMIT RECEIVED ❑ Yes RAFTER rM El No - Measured By: FRONT ELEVATION DHILL ........... ... ?:::::::::::::::: 7_1 XX ............ Dae <<< << ............ Page 4 of 4