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1300 BASSWOOD AVE; ; CB070295; Permit
02-22-2007 City of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 Miscellaneous Permit Permit No CB070295 Building Inspection Request Line (760) 602-2725 Job Address Permit Type Parcel No Valuation Reference # Project Title 1300 BASSWOOD AV CBAD MISC 2050522700 $000 Subtype Lot# OTHER 0 RUSSELL RES-PHOTO VOLTAIC SYST ROOF MOUNTED Applicant CLEAN POWER SYSTEMS INC STE 205 9948 HIBERT ST SAN DIEGO 92131 Status Applied Entered By Plan Approved Issued Inspect Area Owner RUSSELL GREGORY&YOLANDA 1300 BASSWOOD AVE CARLSBAD CA 92008 ISSUED 02/01/2007 RMA 02/22/2007 02/22/2007 Miscelaneous Fee #1 PERMIT FEE Miscelaneous Fee #2 Additional Fees $12000 $000 $000 TOTAL PERMIT FEES $12000 Total Fees $120 00 Total Payments To Date $12000 Balance Due $000 Inspector FINAL APPRQVA Date Clearance NOTICE Please take NOTICE that approval of your project includes the "Imposition' of fees, dedications, reservations, or other exactions hereafter collectively referred to as "fees/exactions" You have 90 days from the date this permit was issued to protest imposition of these fees/exactions If you protest them, you must follow the protest procedures set forth in Government Code Section 66020(a}, and file the protest and any other required information with the City Manager for processing in accordance with Carlsbad Municipal Code Section 3 32 030 Failure to timely follow that procedure will bar any subsequent legal action to attack, review, set aside, void or annul their imposition You are hereby FURTHER NOTIFIED that your right to protest the specified fees/exactions DOES NOT APPLY to water and sewer connection fees and capacity changes, nor planning, zoning, grading or other similar application processing or service fees in connection with this project NOR DOES IT APPLY to any fees/exactions of which vou have previously been given a NOTICE similar to this, or as to which the statute of limitations has previously otherwise expired PERMIT APPLICATION CITY OF CARLSBAD BUILDING DEPARTMENT 1635 Faraday Ave , Carlsbad, CA 92008 FOR OFFICE USE ONLY PLAN CHECK NO. EST VAL Plan Ck Deposit Validated By, Date ^/IffTJ Address (include Bldg/Suite #) Legal Description Assessor's Parcel # Description of Work Business Name (at this address) Lot No Subdivision Name/Number Unit No Phase No Existing Use Proposed Use T»-V. ^.o teJjAC SQ FT #of Stories # of Bedrooms Total # of units # of Bathrooms (If different from applicarit)" Name 3, 'T, APPLICANT1 State/Zip Telephone It Fax* Address City State/Zip Telephone # Name Address City State/Zip Telephone CONTRACTOR (Sec 7031 5 Business and Professions Code Any City or County which requires a permit to construct, alter, improve, demolish or repair any structure, prior to its issuance, also requires the applicant for such permit to file a signed statement that he is licensed pursuant to the provisions of the Contractor's License Law [Chapter 9, commending with Section 7000 of Division 3 of the Business and Professions Code) or that he is exempt therefrom, and the basis for the alleged exemption Any violation of Section 7031 5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars [$500]) 132. "So t£/grAU^ ^ggggt-'beu'S. w^ifajB CA fyZg /#srg) Name Address City State/Zip Telephone'* State License # XZ- /\5lO License Class f^^l O City Business License # \/ I^O ' 2^ Designer Name Address State License # City State/Zip Telephone Workers' Compensation Declaration I hereby affirm under penalty of perjury one of the following declarations Q I have and will maintain a certificate of consent to self-insure for workers' compensation as provided by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued I have and will maintain workers' compensation, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is d My worker's compensation insurance carrier and policy number are Insurance Company /1A- [»J^. £j& . _ __________ P°I|CY No */ ^"QQCj 72/7-^/-O£ Expiration Date &G\ — ° I - O *7 (THIS SECTION NEED NOT BE COMPLETED IF THE PERMIT IS FOR ONE HUNDRED DOLLARS [$100] OR LESS) C] CERTIFICATE OF EXEMPTION 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 Workers' Compensation Laws of California WARNING Failure to secure workers' compensation coverage is unlawful, and shall subject an employer to criminal penalties and civil fines up to one hundred thousand do Ha r 3^^*100,0 00 ),ir^a«hjj85n to the cost of compensation damages as provided for in Section 3706 of the Labor code interest and attorney's fees SIGNATURE '*-' "" — DATE I hereby awifrn tlvf larn exempt from the Contractor's License Law for the following reason C] I, as oujher 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 and Professions Code The Contractor s License Law does not apply to an owner of property who builds or improves thereon, and who does such work himself or through his own employees, provided that such improvements are not intended or offered for sale If, however, the building or improvement is sold within one year of completion, the owner-builder will have the burden of proving that he did not build or improve for the purpose of sale) Q I, as owner of the property, am exclusively contracting with licensed contractors to construct the project {Sec 7044, Business and Professions Code The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and contracts for such projects with contractor(s) licensed pursuant to the Contractor's License Law) Q I am exempt under Section _ Business and Professions Code for this reason 1 I personally plan to provide the major labor and materials for construction of the proposed property improvement Q YES [UNO 2 I (have / have not) signed an application for a building permit for the proposed work 3 I have contracted with the following person (firm) to provide the proposed construction (include name / address / phone number / contractors license number) 4 I plan to provide portions of the work, but I have hired the following person to coordinate, supervise and provide the major work (include name / address / phone number / contractors license number) _ _________________ 5 I will provide some of the work, but I have contracted (hired) the following persons to provide the work indicated {include name / address / phone number / type of work) _ ___ _ __ PROPERTY OWNER SIGNATURE DATE *dOMF>LETEJHIS SECTION FOR^ NON-RESIDENTIAL^ BUILDING PERMITS ONLY !, / <J ! |ll 1; ' ,, ' h' ^ "'f"j ,?w i 3ft! ifl'Hl H™ f T!»l"' * M j/ { ' {>' ," -' . !• ' \«*f. $' m.fLliX Is the applicant or future building occupant required to submit a business plan, acutely hazardous materials registration form or risk management and prevention program under Sections 25505, 25533 or 25534 of the Presley-Tanner Hazardous Substance Account Act? [3 YES Q NO Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district7 D YES Q NO Is the facility to be constructed within 1 ,000 feet of the outer boundary of a school site? Q YES Q NO IF ANY OF THE ANSWERS ARE YES A FINAL CERTIFICATE OF OCCUPANCY MAY NOT BE ISSUED UNLESS THE APPLICANT HAS MET OR IS MEETING THE REQUIREMENTS OF THE OFFICE OF EMERGENCY SERVICES AND THE AIR POLLUTION CONTROL DISTRICT 1 , , I hereby affirm that there is a construction lending agency for the performance of the work for which this permit is issued (Sec 3097|i) Civil Code) LENDER'S NAME LENDER'S ADDRESS ^I certify that I have read the application and state that the above information is correct and that the information on the plans is accurate I agree to comply with all City ordinances and State laws relating to building construction I hereby authorize representatives of the CitV of Carlsbad to enter upon the above mentioned property for inspection purposes I ALSO AGREE TO SAVE INDEMNIFY AND KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES, JUDGMENTS, COSTS AND EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT OSHA An OSHA permit is required for excavations over 5'0" deep and demolition or construction of structures over 3 stories in height EXPIRATION Every permit issued by the building Official under the provisions of this Code shall expire by limitation and become null and void if the building or work authorized by sucfi permit is not commenced within 180 days from the date of such permit or if the building or work authorized by such permit is suspended or abandoned at any time after the work is corryBefTca^ for a period of 180days (Section 106 4 4 Uniform Building Code) APPLICANT'S SIGNATUR DATE PINK Finance City of Carlsbad Bldg Inspection Request For 05/09/2007 PermiW CB070295 Title RUSSELL RES-PHOTO VOLTAIC SYST Description ROOF MOUNTED Inspector Assignment 1300 BASSWOODAV Lot 0 Type MISC Sub Type OTHER Job Address Suite Location OWNER RUSSELL GREGORY&YOLANDA Owner RUSSELL GREGORY&YOLANDA Remarks PHOTO VOTAIC Phone Inspector Total Time Requested By NA Entered By JANEAN Act CommentsCD Description 32 Const Service/Agricultural Comments/Notices/Holds Associated PCRs/CVs Original PC# Inspection History Date Description Act Insp Comments Carlsbad 07-295 'February 13, 2OO7 EsGil Corporation In (Partnersnip ivitfi (government for <Bui[ding Safety DATE February 13, 2007 QAPPLICANT JURISDICTION Carlsbad i PLAN REVIEWER a FILE PLAN CHECK NO 07-295 SET I PROJECT ADDRESS 1300 Basswood Avenue PROJECT NAME Russel Photovoltaic System X] The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficiencies identified below are resolved and checked by building department staff The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck The check list transmitted herewith is for your information The plans are being held at Esgtl Corporation until corrected plans are submitted for recheck The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person The applicant's copy of the check list has been sent to Esgil Corporation staff did not advise the applicant that the plan check has been completed Esgil Corporation staff did advise the applicant that the plan check has been completed Person contacted Telephone # Date contacted (by ) Fax # Mai! Telephone Fax In Person REMARKS By Eric Jensen Enclosures Esgil Corporation GA D MB D EJ D PC 2/5 trnsmtldot Carlsbad O7-295 February 13, 20O7 VALUATION AND PLAN CHECK FEE JURISDICTION Carlsbad PREPARED BY Eric Jensen BUILDING ADDRESS 130O Basswood Avenue PLAN CHECK NO O7-295 DATE February 13, 2007 BUILDING OCCUPANCY TYPE OF CONSTRUCTION BUILDING PORTION Air Conditioning Fire Sprinklers TOTAL VALUE Jurisdiction Code AREA ( Sq Ft ) cb B!dg Permit Fee by Ordinance "V Lrorr you checked CJomp Keview ana Hourly Valuation Multiplier , By Ordinance at the same time Reg Mod VALUE ($) • Plan Check Fee by Ordinance Type of Review I I Repetitive FeeRepeats Complete Review D Other m Hourly Structural Only Hour* Esgil Plan Review Fee $96.00 * Based on hourly rate Comments Sheet 1 of 1 macvalue doc PLANNING/ENGINEERING APPROVALS PERMIT NUMBER CB ADDRESS ) 3 00 . B^SS i.i ) f) r> /J DATE RESIDENTIAL TENANT IMPROVEMENT RESIDENTIAL ADDITION MINOR « $10,000.00) OTHER PLAZA CAMINO REAL CARLSBAD COMPANY STORES VILLAGE FAIRE COMPLETE OFFICE BUILDING PLANNER DATE ENGINEER DATE Docs/Misfarms/ptanning Engineering Approvals CLEAN POWER SYSTEMS Solar Electric Solution Permit Package Russell, Gregory & Yolanda Mailing Address 1300 Basswood Ave Carlsbad, CA 92008 Installation Address 1300 Basswood Ave Carlsbad, CA 92008 Xfe System Designed and Installed by: Clean Power Systems, Inc 13230 Evening Creek Dr. South Suite 203 San Diego, Ca 92128 Lie #C10-827138 (858) 748-3636 While reviewing the contents of this package, if you have any questions please contact our permitting department at 858-748-3636 APPROVED FEB222007 City of CARLSBAD BUILDING DEPT CLEAN POWER SYSTEMS Table of Contents Page 1 Solar Electric Solution Permit Package Cover Sheet Page 2 Table of Contents Page 3 Plaques & Signage Page 4- Site Plan / Roof Layout Page 5 Single Line Diagram Page 6-7 Solar Panel Spec Sheet Page 8-9 String Sizing Chart Page 10-11 Inverter Spec Sheet Page \2' Rack Engineering Certification Page 13 Mounting Hardware Attachment Detail Page 14 Racking Detail Page 15 Racking Detail Page 16 Roof load calculations Page 17 Roof framing details Page 18-19 SMA Combi-Switch Cut Sheet CLEAN POWER SYSTEMS Plaques All plaques shall be installed as required by utility and NEC Examples of our plaques are' PV SYSTEM DISCONNECT FOR UTILITY OPERATION At alternate power source AC Disconnect |DC DISCONNECT J At DC Dicsonnects [DC JUNCTION BOX | At DC Junction Boxes WARNING THIS SERVICE SUPPLIED BY ALTERNATE POWER SOURCE(S) WITH DISCONNECT(S) LOCATED AS SHOWN At utility meter (will include map locating solar and disconnect) CLEAN POWER SYSTEMS 200 AMP Main Service Alternate Power Source Disconnect Inverter & DC Disconnect ROOF LAYOUT Gregory & Yolanda Russell 1300 Basswood Ave. Carlsbad, CA 92008 SYSTEM DESIGNED & INSTALLED BY: Clean Power Systems 13230 Evening Creek Dr. S, Suite #203 Poway, CA92128 Lie. #C10-827138 (619) 843-2771 SUNPOWER The SunPower SPR-220 module is designed for use in on-grid residential and commercial systems where the highest module efficiency and energy delivery are critical Utilizing 72 series- connected A-300 solar cells, the SPR-220 delivers extremely high power density with total module efficiency approaching 1 8% Reduced voltage-temperature coefficient, exceptional low-light performance and high sensitivity to light across the entire solar spectrum mean maximum yearly energy harvest SunPower modules—innovative design, proven materials, outstanding performance Unique all-back contact solar cells with conversion efficiency up to 21 5% Low voltage-temperature coefficient enhances high-temperature operation Exceptional low-light performance and high sensivity to light across the entire solar spectrum maximize yearly energy delivery Highest quality, high-transmission tempered glass provides enhanced stiffness and impact resistance Superior aesthetics - back contact cells with no front side gndlmes and a black anodized frame Aerospace style cell interconnects with in-plane strain relief provide extremely high reliability Advanced EVA encapsulation system with multi-layer backsheet meets the most stringent safety requirements for high-voltage operation A sturdy, black anodized aluminium frame allows modules to be easily roof-mounted with a variety of standard mounting systems * Auguit 2006 SunPows Corporation All rights reierwd SpotiRcaTions included m dm dotaslieE* ors mb\oa to change without n SPR-220 HIGH EFFICIENCY PV MODULE Unprecedented power density and exceptional energy production per peak kW LISTED UL 1703, Class C Fire Rating } IEC 61215, Safely Class II Certified i SunPower Corporation* 1.877.786 0123 Email sales@sunpowercorp com www sunpowercorp com Engineered in California SUN POWER' Peak Power1 2 Rated Voltage Rated Current Open Circuit Voltage Short Circuit Current Series Fuse Rating ™.™^t^™»TR*^ ^f, . ^,-**B™^«,-w~._rt- Maximum System Voltage . T *""" ~ ~~" > Temperature Co-emcients . Module Efficiency PTC Rating P™, 220W V^ 39 8V _k, if3^ V^ 483V \K 5 95A 15A «— .— ^, —, «^-* -^i!-™™.™™*-^™™^™*-™,^™,. 600V (UL) lOOQV(IEC) Power -0 38%/°C Voliage -1368mV/°C Current 2 3mA/°C 177% 203 2W 10 15 20 25 30 IS 40 45 1 Peak Power Tolerance +/ 8% Power guaranteed for 25 years See SunPower Limited Warranty for details Length (mm) x Widm (mm Thickness, including junction box (mm) Weight (kg) 1559x798 46 15 * 31 A2 [798J 2969 [754] DocumenhK 001 06637 R(~ B SunPower Corporation* 1 8777860123 Email sales@sunpowercorpcom www.sunpowercorp.eom Engineered in California PV Powered ~ Sunsational,Pagel of 3 Sunsational EXPLORE OUR SOLAR INSTALLATIONS Menu Installation Support Technical Support Admin Loam String Sizing The String Calculator is for informational purposes only All calculations should be verfied by the installer Step 1. Select Module Values Module Manufacturer SunPower Model SPR-220 Celsius or Fahrenheit Celsius Mounting Type Pole Lowest Ambient Temperature] 0 QJ Highest Ambient Temperature! 40 Module Summary STC Rating (Pmp) 220 Watts DC PTC Rating 203.2 Watts DC Max Power Voltage (Vmp) 4O Volts Open Circuit Voltage (Voc) 47.8 Volts Max Power Current (Imp) 5.5 Amps Voltage Temp Coefficient (Voc) -0.1368 Volts/C Manual data submission [ Update Fields Quick Glance Mm String Max String Mm_PTC Watts Max PTC Watts Max Total Modules PVP 28OO-240V XV PVP 2000-120V PVP 2900-208V PVP 3200-240V PVP 4600-208 PVP 5200-240 PVP 25OO-240V PVP 3500-240V PVP 4800-240V 5 4 6 7 6 7 4 6 6 9 8 9 9 9 9 9 9 9 1016 Watts 812 Watts 1219 Watts 1422 Watts 1219 Watts 1422 Watts 812 Watts 1219 Watts 1219 Watts 3251 Watts 2438 Watts 3251 Watts 3251 Watts > 5689 Watts 6502 Watts 3048 Watts 4267 Watts 5689 Watts 16 12 16 16 28 32 15 21 28 Step 2. Inverter Selection Select your PV Powered Inverter [ PVP 5200-240 Step 3. View String Calculation" 1 String STC Watts PTC Watts CEC Watts Max Voc; Max VmR Mm Vmp 7 1540 Watts 1422 Watts 1365 Watts 359 Volts 280 Volts 250 Volts 5 5 Amps 8 1760 Watts 1625 Watts 1560 Watts 410 Volts ' 320 Volts 285 Volts 5 5 Amps http //pvpowered com/string sizing php 2/1/2007 PV Powered ~ Sunsational Page 2 of3 9 1980 Watts 1828 Watts 1755 Watts 461 Volts 360 Volts 321 Volts 5 5 Amps 2 String STC Watts PTC Watts CEC Watts Max Voc Max Vmp Mm Vmp Max Imp 7 3080 Watts 2844 Watts 2731 Watts 359 Volts 280 Volts 250 Volts 11 Amps 8 3520 Watts 3251 Watts 3121 Watts 410 Volts 320 Volts 285 Volts 11 Amps 9 3960 Watts 3657 Watts 3511 Watts 461 Volts 360 Volts 321 Volts 11 Amps Installation Support Technical Support Admin Loam 3 String STC Watts PTC Watts CEC Watts Max Voc Max Vmp Mm Vmp Max Imp 7 4620 Watts 4267 Watts 4096 Watts 359 Volts 280 Volts 250 Volts 16 5 Amps 8 5280 Watts 4876 Watts 4681 Watts 410 Volts 320 Volts 285 Volts 16 5 Amps 9 5940 Watts 5486 Watts 5266 Watts 461 Volts 360 Volts 321 Volts 16 5 Amps 4 String STC Watts PTC Watts CEC Watts Max Voc Max Vmp Min Vmp Max Imp 7, 6160 Watts 5689 Watts 5462 Watts 359 Volts 280 Volts 250 Volts 22 Amps 8 7040 Watts 6502 Watts 6242 Watts 410 Volts 320 Volts 285 Volts 22 Amps *To the best of PV Powered, Inc 's knowledge the California Energy Commission (CEC) rebate size is based on the total install Solar Array Wattage up to the Maximum Continuous Power of the Inverter The Maximum Continuous Power is the wattage as shown on the name plate of PV Powered Inverters It is PV Powered, Inc 's understanding that the rebate will not exceed the Maximum Continuous Power, or wattage as shown on the name plate of the Inverter PJease be aware that the String Sizing Tool may calculate wattage over the Maximum Continuous Power of the converter Thus, the amount of wattage indicated by the String Sizing Tool does not reflect eligibility for, or the amount of any applicable CEC rebate, and the String Sizing Tool may not be used for purposes of calculating a CEC rebate PV Powered, Inc has no connection with the California Energy Commission and disclaims any responsibility for CEC rebates or calculation thereof If you have any questions regarding the CEC rebate program you should contact the California Energy Commission Review Inverter Specifications: (PVP 5200-240) DC Input AC Output Max Power (Watts DC) 6600 Max Power (Watts) 5200 Max VOC (Volts DC) 500 Nominal Voltage (Volts AC) 240 Operating Voltage Range (DC) 240 - 500 Utility Voltage Range (AC) 211 - 264 Max Input Current (Amps) 23 Max Output Current (Amps) 23 Overcurrent Protection (Amps) 30 Nominal Frequency (Hertz) 6O General Data CEC Efficiency Rating 96°/o Enclosure Aluminum - NEMA 3R UL 50 Standards Dimensions (WxDxH) 18" x 9" x 27" Weight 135 Ibs Cooling Natural Convection - No Thermal Derating Warranty 10 Years Complies UL1741, IEEE519, 929, NEC 690 Standard, FCC Compliant http //pvpowered com/string sizing php 2/1/2007 PVP5200, PVP4800 & PVP4600 PVP Starinverter FIELD-PROVEN RELIABILITY Introducing the PVP4800, an exciting addition to the family of PVP inverters Based on PV Powered's second generation inverter technology demonstrated in the PVP5200 and PVP4600, this inverter offers field-proven reliability and is now compatible with lower voltage modules Among the many exciting innovations in this new series, the availability of the Starlmk™ web-based performance monitoring system will allow the installer and the homeowner to remotely track the output of their inverter to ensure maximum performance Coupled with PV Powered's comprehensive 10-year warranty, these advancements allow the Starinverter series to deliver on reliability, efficiency, and lowest cost of ownership I 150 SW Scalehouse Loop 1 -- Bend OR 97702 ] 1-541-312-3832 \ WWWPVPOWEREDCOM ©2006 PV Powered FEATURES . » Expanded DC voltage operating range in PVP4800 » Now compatible with lower voltage modules • Proprietary magnetics for increased efficiency • No power de-rating - requires no fan • Highest CEC weighted efficiency in power class • Field-proven reliability - 10-year warranty • Easy-to-read vacuum fluorescent display • UL 50, aluminum enclosure (NEMA 3R) • Aesthetically pleasing design blends well with any exterior mpoworea DIMENSIONS I * TOP FRONT LISTED , _ -p It*. f-4**a"K**+ "*** \ * \ \I ** ", ; COUNTING -j— yy~ *• BRACKET T \ \ I * \\! - /T v /I ', / )±i=iCZ! JL-,1 . - _r \ ' , / i*lh~"Si'""T" — - ~ &-'-•• _^ 1 / / T m \ iTr^-/ / 'E*! ml 1 'fj«.' / lip! ( M t -1 1 I *nt(f(*^|/ - -H h-l i"/ * « •.•i^.*y.mnn^"*>.^a» ^i yg i/tft**it*ttr*##>****t#*'+H ^ *-. ^-^ 3 *™TV™"1'J"ir"*' """*""* i, SIDE POWER CHARACTERISTICS • MODEL Continuous Output Power Weighted Efficiency Maximum System Voltage (DC) DC Input Range DC Operating Voltage Range Nominal AC Voltage Normal Output Frequency Operating AC Voltage Range Operating Fiequency Range Maximum DC Operating Cunent Maximum Continuous Output AC Current Maximum Output Fault Current (AC) Output Oveioment Prelection FCC Class B Compliant DC ISC input 'Pending test results CONSTRUCTION, E PVP5200 PVP4800 PVP4600 S200W 4800W 4600W 96% 96% 95 5% 500V 500V 500V 240V - 500V 200V : 500V 205V - 500V 240V - 450V 200V ; 450V 205V - 450V 240V . 240V 208V 60 Hz • 60Hz 60Hz 214V - 261V 214V - 261V 186V - 226V 59 3Hz - 60 5Hz 59 3Hz - 60 5Hz 59 3Hz - 60 5Hz 23A 26 4A 23A 23A 23A 23A 25A 25A " 25A 30A 30A 30A Yes Yes* Yes 27 5 48 27 5 NVIRONMENT & CERTIFICATIONS • MODEL PVP5200 PVP4800 PVP4600 Enclosure Aluminum Aluminum Aluminum Dimensions 18" x 9"x27" 18"x9"x27" 18"x9"x27" Weight 135 Pounds 135 Pounds 135 Pounds Cooling Natural Convection Natural Convection Natural Convection Relative Humidity 0% to 100% Condensing 0% to 100% Condensing 0% to 100% Condensing Safety UL 1741, IEEE 519 UL 1741, IEEE 519 UL 1741, IEEE 519 IEEE929, NEC 690 IEEE929, NEC 690 IEEE929, NEC 690 ©2006 PV Powered Installation Manual 214 SolarMount Code-Compliant Planning and Assembly T E CTO N|i 1500 vbft< AVFNJr -WFHYVII I F TAI IFORN A B 4 G 0 S- 3~E~E 1 A TEl~S'b 740 2400 T "AX 510 7*0 24C5 www tectonics ,TP rorr- 29 March, 2004 Mr. John Liebendorfer UniRac, Inc 3201 University Blvd SE, Suite 110 Albuquerque, NM 87106-5635 Subject: Engineering Certification for UniRac's SolarMount™ .Universal PV Module Mounting System Dear Mr. Liebendorfer, Attached is the UniRac Calculation worksheet and Installation Manual #2)4, Pub 040316-lii, Copyrighted by UniRac, Inc., March 2004,20 pages I have reviewed these calculations, and certify their results are accurate The calculations determine the design level forces for wind, as prescribed in the California Building Code. The adequacy of the UNIRAC structure is demonstrated by the calculations The calculations also correctly determine the anchorage requirements for the installation, and this requirement is properly represented in Installation Manual #214 The calculations are based upon 1. "The 2001 California Building Code, California Code of Regulations", based on the 1997 "Uniform Building Code, Volume 2 Structural Engineering Design Provisions", by International Conference of Building Officials, Wbittier, Ca, 1997, and California Building Standards Commission, Sacramento, California, 2001 2. 'Manual of Steel Construction Load Resistance Factor Design", 3rd Ed, Amencap Institute of Steel Construction, Chicago, IL, 2001. 3. "Aluminum Design Manual Specifications and Guidelines for Aluminum Structures'"., The Aluminum Association, Washington D.C, 2000 4 Mechanical Properties of UNIRAC extruded rails and related components based on data _ obtained from Walter Gerstie, PE, Department of Civil Engineering, University of New Mexico, Albuquerque, NM,-\ With this letter, I certify that UniRac SolarMount products will t^e structurally adequate and will satisfy the building codes listed above when they ate installed per the "SolarMount Code- Compliant Planning and Assembly", Installation Manual #214, Pub 040316-hi, Copyrighted by "UniRac, Inc , March 2004•»~. ' * i Please call me questioner concerns Brian Spri TECTONICS Architects / Planners / PHiiners SAJJ FRANCISCO EMERYVILLE SAN DILGO Flat Jack Roof Mount Mfltittte provide tt faw*pwflfa rttof- integrated took for Kuch mount r^s^^,~ ** . ' '?",•'"''. ""' — ' . . ,,-t'- • " 'r.t"." "J ." -^ High Performance Products for the Professional PV Installer II ifeTatiVinqlventilatK^andfdrainaqel irfW i"v* «*/• i Wind resistant to Category 3 (130 mpn) * Can also be used to mount antennas, solar thermal, flagpoles, air conditioners, etc 4 Available in dear galvanized, or black finishes Installation Manual 214 SolarMount Code-Compliant Planning and Assembly 4b Or verify Maximum Foot Spacing and Determine Minimum Design Dead and Live Loads To minimize roof penetrations, consult Table 3 (p 7) to deter- mine Maximum Foot Spacing allowable for the Design Wind Pressure that you determined m Step 3 Find the make and model of the PV module you plan to install, _then read or extrapolate Foot Design Live Loads and Dead Loads at the maximum spacing To meet code, you must verify that foot spacing is at or below the dimension listed and that the roof rafter assembly at youi installation site has the capacity to withstand the sum of the Design Dead Load and Design Live Load for the speci- fied spacing If they do not, try smaller footer spacing If the result is still not acceptable, relocate the array to a stionger area of the roof or strengthen the inadequate framing elements For assistance, consult a local professional engineer 5. Verify acceptable Rail End Overhang Rail End Overhang (Fig 2) must equal 50 percent or less of foot spacing Thus, if foot spacing is 72 inches, the Rail End Overhang can be up to 36 inches In this case, two feet can support a rail of as much as 144 inches [72 inches between the feet and 36 inches of overhang at each end) 6. Ensure that Live Loads do not exceed Pull-Out Capacities Based on the characteristics of your roof i after or truss lumber and the lag screws, consult Table 4 to determine the lag pull- out capacity per 1 -inch thread depth Compare that value to the minimum design live load per footing determined in Step 4a or 4b Based on these values, determine the length of the lag-screw thread depth you require to resist the design live load To ensure code compliance, the lag pull-out capacity per footing must be greater than the footing design live load If your SolarMount requires standoffs, always use at least two lag screws to secure the standoff to the raftei Figure 2 SolarMount foot spacing refers to the distance between feet on the same rail Over- hang, the distance from end of the rail to the first foot, may be no more than half the foot spacing Table 4 Lag pull-out (withdrawal) capacities (Ibs) in typical roof truss lumber Douglas Fir, Larch Douglas Fir, South Engelmann Spruce, Lodgepole Pine (MSR I650f & higher) Hem, Fir Hem, Fir (North) Southern Pine Spruce, Pine, Fir Spruce, Pine, Fir (E of 2 million psi and higher grades of MSR and MEL) Specific gravity 050 046 046 043 046 055 042 050 s/n shaft* 2l/2 thread depth 665 588 588 530 588 768 513 665 Lag screw specifications s/it shaft,* per t thread depth 266 235 235 212 235 307 205 266 3/B shaft,* per 1 thread depth T 304 269 269 T-243 T 269 Thread depth352 | 235 | I j if ZSA ?t Si V 304 Sources Uniform Building Code, American Wood Council Notes (I) Thread must be embedded m a rafter or other structural roof member (2) Pull-out values incorporate a / 6 safety factor recommended by the American Wood Council (3) See UBC for required edge distances *Use flat washers with lag screws 8 Installation Manual 214 SolarMount Code-Compliant Planning and Assembly Part III. Installing SolarMount with top mounting clamps This section covers SolarMount assembly where the installer , has elected to use top mount- ing clamps to secure modules to the rails It details the procedure for flush mounting SolarMount to a pitched roof Contents Laying out the installation area Laying out L-feet Installing L-feet Laying out standoffs Installing standoffs Installing SolarMount rails Installing the modules Exploded view of a low-profile installation mounted flush to the roof with L-feet Table 5 Part quantities SMR Series SolarMount Rail Sets (model no = rail length in inches) Rails L-feet 3/s" footing bolts 3/s flange nuts Table 6 Wrenches and torque Wrench Recommended size torque (ft-lbs) SMR48thru 106 SMR 120 thru 180 SMR192 thru 216 1A" hardware 3/s" hardware 15 30 CT Series Clamp Sets (model no = modules accommodated) CT2 CT3 CT4 CT5 CT6 CT7 CT8 End clamps 4 4 4 4 4 4 4 Alid damps 2 4 6 8 10 12 14 % " module clomp bolts 6 8 10 12 M 16 18 'A x W safety bolts 2 2 2 2 2 2 2 !4 flange nuts 8 10 12 14 16 18 20 Caution. Stainless steel hardware can seize up, a process called galling To significantly reduce the likelihood of galling, SAF-T-EZE anti-seize lubricant has been included with your hardware Apply a very small drop to the threads of all bolts before in- stallation If more anti-seize is needed, substitute any lubricant CLEAN POWER SYSTEMS Roof Framing Russell, Gregory & Yolanda Mailing Address 1300 Basswood Ave Carlsbad, CA 92008 Installation Address 1300 Basswood Ave Carlsbad, CA 92008 Roof Type 3 tab Shingle Roof Framing 2x4 Trusses @ 24- o c Attachement Type Flat Jack & Flashm§ Att'd Wlth 2ea 5/16"x31/2" La§ Bolts @ Frainmi Members Attachement Spacing 48" to 72" max spacing (two rows / row of panels) Combi-Switch ,/ ftd'EvSflr j- ''A"- - Greatly simplifies PV input wiring 4 circuit fused input protection Compact, rugged low-cost design Heavy-duty, lockabie, visible blade disconnect switch PV positive wires alt land directly on Touch Safe™ fuse holders Sturdy NEMA 3R wall mountable steel enclosure ETL Listed to UL 1741 Introducing SMA America's new Combi-Switch specifically designed for use with the Sunny Boy 6000U inverter The Combi-Switch conveniently combines both an external DC disconnect switch and PV string fusing all in one compact enclosure Simply mount the Combi-Switch next to the inverter, connect the field wiring and you're done The rugged NEMA 3R enclosure allows for outdoor installation. Designed with installers in mind, we know you'll find the new Combi Switch a wel- come addition to our great line of Sunny products PV Array Utility Grid 240/208 VAC WYE The new Combi Switch was specially designed wtlh installers in mind It provides the code required external DC disconnecl and prelection for the SB6000U inverter all in one small enclosure The Combi Swilch allows for up to four PV strings to be landed on individual Touch Safe™ fuse holders 10 Amp fuses are provided for PV string over current protection The fuse outputs are then combined and routed through the disconnect switch One pair of wires conveniently connects the entire PV array to the SBGOOOU's DC inputs The familiar enclosure is NEMA 3R rated for outdoor installation Numerous knockout rings are provied for simplified conduit installation The Combi Switch is also ETL listed to UL 1 741 Please contact your distributor for additional information and availability Specifications Number of Inputs Pos Input Wire Size Pos Input Terminal Torque Neg Input Wire Size Neg Input Terminal Torque Output Wire Size Outpul Terminal Torque Max Input Fuse Rating Max Output Current Max Voltage Max Cont Output Current Max Number of Outputs Enclosure Type Weight Dimensions (with handle) HxWxD (inches) 10 to 8 AWG 14 mlb 10 to 8 AWG 35 mlb 6 to 2 AWG 40 mlb 10 A, 600 VDC Midget 40 ADC 600 VDC 32 ADC 1 Posifive 1 Negative NEMA 3R, Steel 10 Ibs (approx) 15 0 x 775 x b 75 Combi-Switch Interior SMA America Inc Grass Valley, CA USA info@sma amenca com www sma amenca com Solar Today... Energy Tomorrow r BUS DUMBER i 1219872 DATE ISSUED 1/20/2006 SIC CODE . 15 - OWNER FIRM OR CORPORATtON NAME BUSINESS NAME MAILING ADDRESS CITY AND STATE CITY OF CARLSBAD BUSINESS REGtSTRATiOH CERTIFICATE The person, bin 01 corpor«,onnBi»!t twteHli y*«*S Bus buvneu cwttcaig gununol to «» promon* ol Si»aiyeu«fni«iUwi«<iQn*l»ni*HB»ng»9em, «ty on p> conduct Itt ttnhm, trade crtng pnfc-ufon. •XhWUen «r «oa?M»n dMaflwd WlDw (Mm* ot flu aiWcate t» nM Pi «ndoi»(neM. (Wctrtaoafion ol «onn*anoa »*h<toi«f ontmncai n IMa TWt tuxnse a Mucd Mmvl inriteKna IW Ih* tatAH* h **J«cl to or Bwnpf from lo«i*ng fay ttw - , ' BUSINESS LOCATION 9948 HIBERT ST STE 205 SIC DESCRIPTION Building Construction-General Buildins Contiac EXPIRATION DATE 2/28/2007 „ CLEAN POWER SYSTEMS, INC ' CLEAN POWER SYSTEMS, INC 13230 EVENING CREEK DR S STE 203 SANOIEGO.CA 92128-4106 KEEP FOR YOUR RECO BUSWESS TAX REt.EffT BUS HO 121987? DATE ISSUED 1/20/2006 08 070SUB $600 BALANCE $O.C TAXES PAffl IN ACCORDANCE WFTH C 8USWES3 TAX OWBMAMCE CITY OF CARLSBAD A /"Vt O n /"*• B^ n T*f e? i /"* « *T* r" r% i™ • i « *AtsUHutt, GERf IFICATE OF LIAt PRODUCER AH Insurance sezvicuE PC Sow 3646 Onta-hs , HE 68103-0666 1877 } 23«-4*20 INSURED Clean tower By £ tame , I no . 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THE INSURANCE AFFORDED BY THE POUCIES DESCRIBED HEREIN IS SUBJECT TO AU THE TEHWS EXCLUSIONS AND CONDITIONS OF SUCH POLICIES AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS INSRUTB & Wl'l N$fi3 TYPEOFWSUFUWCE J&* OEh AUT — — - EHAL LIABILITY CQXVJEROIAL OEMffiALUABlUTY 1 CLAIMS MADE J j OCCOH rt AGGREGATE Lft?ff APPUES PER- POUCY f (JECT I (LOO OtfOBlLE UABiUTY AKVAU7O ALL OVWED AUTOS SCHEDULED AUTO6 HCHtD AtJTQB NON^JWHED AUTOS GARAQE LIABILITY AMY AUTO 1 1 1JCCClin | JCLA1ME MADF DEDUCTIBLE RETENTION $ WORKS* COMPENSATION ANDEMPLOYERS UABIUTY tl ye* Ueacfibo undei EPECIAl PROVISIONS tMtow OTHEfl POUCY NUMBER - 46-006727-01-02 ' 06/01/06 HBLffiV EXWftAIIWJ 06/01/07 UWTS EACH OCCURRENCE DAMAQE 1O HEHTED IAED EXP (Ani one P»IEOII) PERSONAL & ADV IKJ1IRY 3EMERAL AQGflEOATE PfiODUCTS COMP/OPAGQ COMBINED SINGLE LIMH BODILY IHJURV(Pec pSrstnl) BODILY INJLfftY(Pet acadcrU) PRCSPEHTY OftWAGE(Pet scdden)) AUI o ONLV EA AGaoa.n AUTO DWLY AQe FACM OCCUnfttNCE AeQREQATE - - X ] WCS1ATU j EffHiTORYUMTTEl ! ER EX EACHACCtOENT EitSSEASE £A EMPLOYEE E4. D«EWE POUCY U*T & C B f 6 i_ E p S Ll— *& s £ S 5 $ S ' ° ' j £1, 000,000 1, 000, 000 BEBCWPTION OF OPERATOH8 / LOCATIONS / VfiHECLEB / EXCLUS1OME ADDED BV SIDQMffiHEKt f SPECIAL PROVBHOIffi C&rrtFICATE HOLDER CANCELLATION Clean 9548 Hibert fit ate 205 Ban Dicpo, CR S21S3-1034 At tni .proj ect SHOULD ANY OF THE ABOVE ^BCR^ED POUCSes^E^CAIffiBiED BEFORS THE EXPIRATION DATC THeREOF. TK6 BSUIHG INmJBHi WUi EMDEAWOB TO MAIL lp__ DAYS WRirreN HOTICE TO THE CEHUHCATE HOLOEH WWtlED TO THE LEFT, BUTFAILURE TO DD BO SHALL DJPOEE HO OBLIGATION OR UABIUTY OF RNV K.H4G l!PO» THE ajSUREfl. ITS ABBHTS OB HEPRESEMTATIVHi, AUTHOmzeDHEPRESEm-AT.VE OD783S6 ACORD ZB (2001/OB)© ACOKD COriPORATlOK1 1SB6