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HomeMy WebLinkAbout1694 DOCENA RD; ; CB091040; PermitCity of Carlsbad 1635'Faraday Av Carlsbad, CA 92008 07-02-2009 Electrical Permit Permit No CB091040 Building Inspection Request Line (760) 602-2725 Job Address 1694 DOCENA RD CBAD Permit Type ELEC Status ISSUED Parcel No 2159103100 Lot# 0 Applied 06/23/2009 Entered By JMA Reference # Plan Approved 07/02/2009 PC # Issued 07/02/2009 Project Title IKEDA ROOF MOUNTED PV Inspect Area Applicant Owner HELIOPOWER IKEDA 1998 FAMILY REVOCABLE TRUST 11-06-98 25767 JEFFERSON AVE MURRIETA 1694 DOCENA RD CA 92562 CARLSBAD CA 92011 951-677-7755 Electric Issue Fee $1000 Single Phase per AMP 0 $000 Three Phase per AMP 0 $0 00 Three Phase 480 Per AMP 0 $0 00 Remodel/Alteration per AMP 0 $0 00 Remodel Fee $0 00 Temporary Service Fee $0 00 Test Meter Fee $0 00 Other Electrical Fees $110 00 Additional Fees $0 00 TOTAL PERMIT FEES $12000 Total Fees $12000 Total Payments To Date $6000 Balance Due $6000 FINAL APRBOVAL ^Inspector _ •?>tt-*<" _ Date uy _ 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 you have previously been given a NOTICE similar to this, or as to which the statute of limitations has previously otherwise expired City of Carlsbad 1635 Faraday Ave , Carlsbad, CA 92008 760-602-2717 / 2718 / 2719 , Fax 760-602-8558 www carlsbadca gov Building Permit Application Plan Check No. Est. Value Plan Ck. Deposit Date ?""7fr*y JWn* *W CT/PRG-JECT (t LOT# PHASE* (( OF UNITS ((BEDROOMS DESCRIPTION OF WORK Include Square Feet of Affected Areafs) ,_ EXISTIM JSE PROPOSED USE GARAGE (SF) CONTACT NAME (If Different Fom Applicant) ADDRESS CITY STATE ZIP PHONE FAX EMAIL PROPERTY OWNER NAME -y ^ p-T\A ADDRESS CITY STATE ZIP PHONE FAX EMAIL ARCH/DESIG" ER NAME & ADDRESS STATE LIC (( SUITE#/SPACE#/UNIT# APN ((BATHROOMS 1 TENANT BUSINESS NAME CONSTR TYPE OCC GROUP \\ o to \j o ' TCI *>C- ~>y i'r&y/V. PATIOS (SF) DECKS (SF) FIREPLACE AIR CONDITIONING FIRE SPRINKLERS YESD # NOD YES D NO D YES D NO D APPLICANT NAME ADDRESS CITY STATE ZIP PHONE FAX EMAIL CONTRACTOR BUS NAME ADDRESS * CITY . ^J STATE ZIP PHONE FAX fast) fc-p- r?ss I'«KI") kTM^S? EMAIL ' STATE LIC # - CLASS _ pTY BUS LIC « " /I /^ (Sec 70315 8ushiesi 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 (or such permit to/?licensed pursuant to the provisions of the Contractor t License Law (Chapter 9 commending with Section 7000 of Division 3 of the Business and Professions Code} or that he is eiempt there from, and the basis for the >Section 70] I5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars {{500}) [signed statement thjft he isjed exemption Any violation of Workers' Compensation Declaration / hereby affirm under penalty of perjury one of the following declarations L~J 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 LJ ! 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 issued My workers' compensation insurance carrier and policy numbe are Insurance Co C. £flO gft fc ^0 lO I _ Policy No _ Expiration Dale tt> This sect on need not be completed if the permit is for one hundred dollars ($100) or less CD Certificate of Exemption I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the Workers Compensation Laws of California WARNING Failure to secure workers' compensation coverage is unlawful, and shall subject an employer to criminal penalties and civil fines up to one hundred thousand dollars (&1 00,000), in addition to the cost of compensation, damages as provided for In Section 3706 of the Labor code, Interest and attorney's fees ,£$" CONTRACTOR SIGNATURE ., ^^^-—^ — ' ---- ' DATE £ / 3- 1>/0 4 I hereby al'.nn that I am exempt from Contractors License Law for the following reason O I, a» 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 and Professions Code The Contractor s License Law does not apply to an owner of properly 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 sal.. ,' 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) D I, ab 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 prcpety who builds or improves thereon, and contracts for such projects with contractor(s) licensed pursuant to the Contractor's License Law) n I air, .tempt 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 D Yes O No 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 / 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 / contractors license number) 'j I will provide some of the work, but I have contracted (hired) the following persons to provide the work indicated (include name / address / phone / type of work) -^PROPERTY OWNER SIGNATURE DATE Is the applicant or future building occupant required to submit a business plan, acutely hazardous matenals registration form or nsk management and prevention program under Sections 25505,25533 or 25534 of the Presley Tanner Hizardous Substance Account Act' D Yes d No Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district' d Yes n No Is the facility to be constructed within 1 000 feet of the outer boundary of a school site9 D Yes O No EMERGENCY SERVICES AND THE AIR POLLUTION CONTROL DISTRICT I hereby affirm that there is a construction lending agency for the performance of the work this permit is issued (Sec 3097 (i) Civil Code) I certify th?t I f ave 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 representative of the City 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 0 jHA permit is required for excavations over 5'0' deep and demolition or construction of structures over 3 stones 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 such permit is not commenced within 180 days frcrn the date of such permit or if the building or work authonzed by such permit is suspended or abandoned at any time after the work is commenced for a period of 180 days (Section 106 4 4 Uniform Building Code) " v-£TAPPLICANT'S SIGNATURE DATE City of Carlsbad Bldg Inspection Request For 08/04/2009 Permit# CB091040 Inspector Assignment RB Title IKEDA ROOF MOUNTED PV Description Type ELEC Sub Type Phone 7609087302 Job Address 1694 DOCENARD Suite Lot 0 Location Inspector OWNER IKEDA 1998 FAMILY REVOCABLE TRUST 11-06-98 Owner IKEDA 1998 FAMILY REVOCABLE TRUST 11-06-98 Remarks Total Time Requested By BERT Entered By CHRISTINE CD Description Act ^.Comments 19 Final Structural Comments/Notices/Holds Associated PCRs/CVs Original PC# Inspection History Date Description Act Insp Comments 07/22/2009 34 Rough Electric PA RB MISSING WARNING SIGN @ 20AMP SQ D BOX 07/22/2009 39 Final Electrical PA RB OK TO RELEASE METER C. City of Carlsbad Bldg Inspection Request For 07/22/2009 Inspector AssignmentPermit* CB091040 Title IKEDA ROOF MOUNTED PV Description Type ELEC Sub Type Job Address 1694 DOCENA RD Suite Lot 0 Location Inspector OWNER IKEDA 1998 FAMILY REVOCABLE TRUST 11-06-98 Owner IKEDA 1998 FAMILY REVOCABLE TRUST 11-06-98 Remarks Total Time Phone 9516777755 Requested By Entered By CHRISTINE CD Description 34 Rough Electric 39 Final Electrical Act Comments M*$$ Comments/Notices/Holds Associated PCRs/CVs Original PC# Inspection History Date Description Act Insp Comments EsGil Corporation "> In (Partners Hip -with government for Quitting Safety DATE 06/30/2O09 JURIS JURISDICTION City of Carlsbad a PLAN REVIEWER a FILE PLAN CHECK NO 09-1O40 SET I PROJECT ADDRESS 1694 Docena Road PROJECT NAME Ikeda PV System XI 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 Esgil 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 XI 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 # Mail Telephone Fax In Person REMARKS By Aaron Goodman Enclosures EsGil Corporation D GA rj EJ D PC 06/25/2009 9320 Chesapeake Drive, Suite 208 * San Diego, California 92123 * (858)560-1468 *• Fax (858) 560-1576 City of Carlsbad 09-104O 06/30/2009 " ' [DO NOT PAY- THIS IS NOT AN INVOICE] VALUATION AND PLAN CHECK FEE JURISDICTION City of Carlsbad PREPARED BY Aaron Goodman BUILDING ADDRESS 1694 Docena Road PLAN CHECK NO O9-1040 DATE 06/30/2009 Set I BUILDING OCCUPANCY R-3 TYPE OF CONSTRUCTION V-B BUILDING PORTION Air Conditioning Fire Sprinklers TOTAL VALUE Jurisdiction Code AREA (Sq Ft) CB Rlrirj Pprmit FPP hv Orrlmanrp i ^ Valuation Multiplier By Ordinance Reg Mod VALUE ($) Plan Check Fee by Ordinance ! T | Type of Review I I Repetitive FeeRepeats D Complete Review D Other r—I Hourly EsGil Fee $10750 1 $8600 Structural Only Hr $8600 * Based on hourly rate Comments 3 4 kW Roof Mounted PV System Sheet 1 of 1 rnacvalue doc + PLANNING/ENGINEERING APPROVALS PERMIT NUMBER CB091040 DATE 6/23/09 ADDRESS 1694 DOCENA RD RESIDENTIAL ADDITION- MINOR (<17,000.00) RETAINING WALL VILLAGE FAIRE POOL/SPA TENANT IMPROVEMENT COMPLETE OFFICE BUILDING OTHER SOLAR PANELS PLANNER GINA RUIZ ENGINEER DATE 6/23/09 DATE ii \ADMIX\I (ii:NTEii/i'LAiHiNi;/i:\'(,iMMiM; APPROVALS Check a License or Home Improvement Salesperson (HIS) Registration - Contractors Stat Page 1 of 1 Department of Consumer Affairs ;:r~ ^ 1GOV Contractors State License Board Contractor's License Detail - License # 915598 /i\ DISCLAIMER A license status check provides information taken from the CSLB license database Before relying on this information, you should be aware of the following limitations -'• CSLB complaint disclosure is restricted by law {B&P 7124 fi) If this entity is subject to public complaint disclosure, a link for complaint disclosure will appear below Click on the link or button to obtain complaint and/or legal action information • Per B&P 7071 17, only construction related civil judgments reported to the CSLB are disclosed ; Arbitrations are not listed unless the contractor fails to comply with the terms of the arbitration Due to workload there may be relevant information that has not yet been entered onto the Board's license database License Number Business Information Entity Issue Date Expire Date License Status Classifications Bonding 915598 Extract Date 07/02/2009 HELIOPOWER INC 201 HARRIS AVE STE15 SACRAMENTO CA 95838 Business Phone Number (916) 564-4442 Corporation 05/13/2008 05/31/2010 This license is current and active All information below should be reviewed CLASS ' DESCRIPTION C46 C10 SOLAR ELECTRICAL CONTRACTOR'S BOND This license filed Contractor's Bond number WCL1246161 in the amount of $12,500 with the bonding company OLD REPUBLIC SURETYjSQMPANY Effective Date 04/30/2008 BOND OF QUALIFYING INDIVIDUAL The Responsible Managing Officer (RMO) MAURICE JACOB ROUSSO certified that he/she owns 10 percent or more of the voting stock/equity of the corporation A bond of qualifying individual is not required Effective Date 05/13/2008 This license filed Bond of Qualifying Individual number W150013719 for JOHN MICHAEL BARTON in the amount of $12,500 with the bonding company OLD REPUBLIC SURETY COMPANY Effective Date 11/14/2008 This license has workers compensation insurance with the MAJ.E.STJCJNSUR.AN.CE.COMPANY Policy Number C20080650101 Effective Date 10/23/2008 Expire Date 10/23/2009 Workers Compensation History Personnel listed on this license (current or disassociated) are listed on other licenses Workers' Compensation Conditions of Use | Privacy Policy Copyright © 2009 State of California https //www2 cslb ca gov/OnhneServices/CheckLicense/LicenseDetail asp 07/02/2009 SUNPOWER 3000m & 4000m INVERTERS EXCEPTIONAL RELIABILITY AND PERFORMANCE BENEFITS Reliable and Robust Design Proven track record for durability and longevity High Efficiency Weighted CEC efficiency over 95% and peak efficiency over 96% Reduced Installation Cost Integrated DC disconnect with fuses lowers material costs and labor requirements Attractive Aesthetics Integrated disconnect eliminates need for visible conduits to inverter Ideal Output Ideal for residential applications The SunPower inverters 3000m and 4000m provide exceptional reliability combined with superior performance. Innovative design and advanced testing have been brought together to create a durable inverter that enables optimal system performance over the long term. Both models come with a standard 10-year warranty. SPR-3000m and SPR-4000m www.sunpowercorp.com SUN POWER 3000m & 4000m INVERTERS EXCEPTIONAL RELIABILITY AND PERFORMANCE Electrical Data SPR-3000m SPR-4000m AC Power 3000 W AC Maximum Output Current , 5A , 2 5A (@ 208V, 240V) 3500 W ® 208 V / 4000 W @ 240 V 17A, 16.6A AC Nominal Voltage / Range 183-229V® 208 VAC 183 - 229 V 9 208 VAC 211-264V6240VAC 211 -264VS240VAC .-, .„ 60Hz/59.3Hz- 60Hz/59.3Hz-AC Frequency/Range 6QJHz Power Factor l Peak Inverter Efficiency 96.6%96.8% CEC Weighted Efficiency «.o% 6208V 95.5% 6208V * 95.5% 6240V 96.0% 6240V Recommended Array Input 3600 w Power (DC @ STC) 4800 W DC Input Voltage Range 200-500V6208V 250 - 600 V 6 208 VAC 200-500V6240V 250 - 600 V 6 240 VAC IP V V I 180-400V6208VAC 220-480V6208VAC Peak Power Tracking Voltage 200 - 400 v e 240 VAC 250 - 480 v e 240 VAC DC Max. Input Current 17 A DC Voltage Ripple No. of Fused String Inputs ISA Power Consumption: Standby / Nighttime Fused DC Disconnect Grounding <7W/0.1 W Standard; Complies w NEC Standards Positive Ground SPRm Efficiency Curves .£ 00 95 90 7n 310V, 480 Vd^ ^~- 0% 10% 20% 30% 40% 50% 40% 70% 80% 90% 100% % of Rated Output Power Mechanical Data Shipping Dimensions W x H x D inches Unit Dimensions W x H x D inches Inverter Weight Shipping Weight Cooling Enclosure Mounting Ambient temperature Range 23.5* x 18.5"x 16.0" 17.8" x 13.8" x 9.3" 88lbs 94lbs Forced Air / Sealed Electronics Enclosure NEMA3R Wall Mount Bracket Standard -13to+113°F Warranty Certifications Warranty and Certifications 10 year limited warranty Compliance: IEEE-929, IEEE-1547, III 1741-2005, UL 1998, FCC Part 15 A&B About SunPower SunPower designs, manufactures and delivers high-performance solar electric technology worldwide. Our high-efficiency solar cells generate up to 50 percent more power than conventional solar cells. Our high-performance solar panels, roof tiles and trackers deliver significantly more energy than competing systems. e 2007 SunPower Corporation All rights reserved Specifications included in this datasheet are subject to change without n Document » 001-16966, Rev ' www.sunpowercorp.com SUNPOWER BENEFITS High Efficiency Industry leading panel efficiency of 17.3% More Power Delivers up to 50% more power per unit area than conventional solar panels and 100% more than thin film solar panels Reduces Installation Cost More power per panel means fewer panels per install. This saves both time and money Reliable and Robust Design Proven materials, tempered front glass, and a sturdy anodized frame allow panel to operate reliably in multiple mounting configurations 215 SOLAR PANEL EXCEPTIONAL EFFICIENCY AND PERFORMANCE The SunPower 215 Solar Panel provides industry leading efficiency and performance. Utilizing 72 next generation SunPower all-back contact solar cells and an optimized panel design, the SunPower 215 delivers an unprecedented total panel conversion efficiency of 17.3%. The 215 panel's reduced voltage-temperature coefficient and exceptional low-light performance attributes provide far higher energy delivery per peak power than conventional panels. SunPower's High Efficiency Advantage - Up to Twice the Power Comparable systems covering 1000 m2 / 10,750 ft2 Thin Film Conventional SunPower Walts/Panel 65 165 215 Efficiency 9.0% 12.0% 17.3% kWs 90 120 173 SPR-215-WHT ' A %(A)C€ SUN POWER 215 SOLAR PANEL EXCEPTIONAL EFFICIENCY AND PERFORMANCE Electrical Data Measured at Standard Test Conditions |STC|: irrodiance of 1000/m3, air mass 1.5g, and cell temperature 25 C Peak Power (+/-5%) Pmax 215 W Rated Voltage Rated Current Open Circuit Voltage Short Circuit Current Maximum System Voltage Temperature Coefficients Series Fuse Rating Vmp Imp Voc Isc IEC, UL Power Voltage (Voc) Current (Isc) 39.8V 5. 40 A 48.3V 5.80 A 1000V, 600V -0.38% /°C -1 36.8 mV/°C 3.5 mA/°C 15A IV Curve 7.0 6.0 5.0 2 4.0 1 3.0 3 2.0 1.0 0.0 1000 W/m2 800 W/W 500 VJ/nf 1000W/m'at50° 0 10 20 30 40 50 60 Voltage (V) Current/voltage characteristics with dependence on irradiance and module temperature. Peak Power per Unit Area CEC PTC Rating 173W/m2, 16.1 W/ft2 198.5W Solar Cells Front Glass Junction Box Output Cables Frame Weight inical Data 72 SunPower all-back contact monocrystalline 3.2mm (1/8 in.) tempered IP-65 rated wild 3 bypass diodes 900mm length cable / MulHConlact connectors Anodized aluminum alloy type 6063 15kg,33lbs Tested Operating Conditions - 40° C to +85° C (-40° F to +185° F) 50 psf (2400 Pascals) front and back Impact Resistance Hail - 25mm (1 in) at 23 m/s (52 mph) Temperature Max load Warranty and Certifications Warranty 25 year limited power warranty 10 year limited product warranty Certifications IEC 61215 , Safety tested EC 61730; UL listed (UL 1703), Cbss C Fire Rating Dimensions 2X04.2 —v 1-161 >(Ground) u04.2 {.16) (Ground] T 1 /I— BX 0 6.6 (.26)_ 4.2 (.16) CAUTION: READ SAFETY AND INSTALLATION INSTRUCTIONS BEFORE USING THE PRODUCT. Go to www sunpowercorp com/panels for details SunPower designs, manufactures and delivers high-performance solar electric technology worldwide. Our high-efficiency solar cells generate up to 50 percent more power than conventional solar cells. Our high-performance solar panels, roof tiles and trackers deliver significantly more energy than competing systems. © September 2007 SunPower Corporation All rights reserved Specifications included in this datasheet are subject to change without natici ^ A Printed on recycled paper Document 001-42022 Rev'A www.sunpowercorp.com • "•"•• V B N C 1 CLIENT Professional Solar Products, Inc. 1551S Rose Ave, Oxnard, CA 93033 Tel 805-48&4700 & ASSOCIATES Structural Engineers I Building Department Note NOT TO BE SUBSTITUTED WITH STANDARD STRUT OR COUNTERFEIT PRODUCT Subject: Static load test results for the following: Mounting System Rooffrac* Module Manufacturer Sunpower Maximum Frame Length* (in ) 61.4 Maximum Frame Width* (In ) 314 Minimum Frame Height* (in ) 181 Load (Ibs/fP) 55 Equivalent Wind Speed (mph)** 130 TEST SETUP (as shown in attached drawing detail) Four Sunpower modules, as specified above, were bolted to 136"xl 5"xl 5" Professional Solar Products (PSP) RoofTrac® support rails using an assembly of 5/16" stainless steel bolts, lock washers and proprietary aluminum clamps and inserts. The RoofTrac® support rail was attached to the PSP TileTrac® structural attachment device with a 3/8" nut and washer at six attachment points The setup was attached to 2"x6" wooden rafters using 5/16" x 3" Stainless Steel lag bolts The attachment spans consisted of 48" front to rear with structural attachments spaced 48" on center TEST PROCEDURE (as shown in attached drawing detail) The test set up was top loaded to 55 Ib/ft2 The setup remained loaded for an approximate period of 30 minutes The maximum deflection and any signs of permanent deformation were recorded The test setup was then inverted and loaded to simulate the uplift condition The test set up was re-loaded to 55 Ib/ft2 The setup remained loaded for an approximate period of 30 minutes The maximum deflection and any signs of permanent deformation were recorded TEST RESULTS The maximum top load deflection was recorded at 0 188", with no permanent deformation The maximum uplift deflection was recorded at 0 359", with no permanent deformation Building Department Note NOT TO BE SUBSTITUTED WITH STANDARD STRUT OR COUNTERFEIT PRODUCT This document certifies the RoofTrac® mounting system used with Sunpower modules, as specified above, withstands a 55 Ib/ft2 static pressure load, equivalent to a wind speed of approximately 130 mph" The mounting system performed as expected Sincerely, James R Vinci, S E This engineering report verifies that Vinci & Associates has provided independent observation for load testing as descnbed in this report. The result load test reflect actual deflection values and are generally accepted as the Industry standard for testing module mounting systems Vinci & Associp not field check installations or verify that the mounting system is installed as described in this engineering report To assist the building inspector in verifying the authenticity of adhesion, silver reflective "RoofTrac*" label, as shown, is Structural attachment Lag bolt attachment should be installed pilot hole for optimum strength A 5/16" lag bolt requires a is the responsibility of the installer to insure a proper made to the structural member of the roof Failure to securely structure may result in damage to equipment personal injury or property damage this proprietary mounting system, a p< placed on at least one of the main using the proper 3/16' pilot hole It attachment is attach to the roof This office does not express an opinion as to the load bearing characteristics of the structure the mounting system/modules are being installed on ICC accredited laboratory tested structural attachments manufactured by Professional Solar Products (including, but not limited to Fastlack*, TileTrac®, and FoamJack*) can be interchanged with this system *Modules measuring within stated specifications are included in this engineering **Wmd loading values relative to defined load values using wind load exposure and gust factor coefficient "exposure C" as defined in the 2006(IBC)/2007(CBC) 31324 VIA COLINAS STE 101 WESTLAKE VILLAGE, CA 91362 Page 1 of 2 PSP RT SPWR 2 48"314" 136" Building Department Note NOT TO BE SUBSTITUTED WITH STANDARD STRUT OR COUNTERFEIT PRODUCT. 5/16" Stainless Steel Hex bolt 5/16" Stainless Steel Lock Washer Aluminum ProSolar Inter-Module Gamp Aluminum ProSolar Channel Nut Aluminum ProSolar RoofTrac® Support Rail 3/8' Stainless Steel Hex Bolt and Flat Washer Aluminum ProSolar FasUack® Roof Attachment IF D Top Load Deflection 0.188" Up lift Deflection: 0.359 r~- 5/1 6" Stainless Steel Lag Bolt and Flat Washer Professional Solar Products RoofTrac9 Patent# 6,360,491 Photovoltaic mounting system V'.-' t/VM>/V'/J'f1'-^-i-h RoofTrac® I Sunpower Solar it -H7 / . ;' W odules Static load test illustration Page 2 of 2 PSP RT SPWR 2 JSG$_ CLIENT: PROFESSIONAL SOLAR PRODUCTS, INC. 1551 S Rose Avenue Oxnard, CA 93033 Ann: Knstina Ullman Test Report No: 1064614 Date: July 31, 2007 SAMPLE ID: DATE OF RECEIPT: TESTING PERIOD: AUTHORIZATION: TEST REQUESTED: TEST PROCEDURE: TEST RESULTS: The following test material was submitted and identified by the Client: One "TileTrac"" test assembly mounted on a simulated roof system. A detailed drawing of the test assembly is provided in the appendix of this report. The test material was entered into the SGS U.S Testing Company sample tracking system on July 10. 2007 and was assigned Sample Tracking Number 42205. July 27, 2007 Full payment in advance. Perform a pull-to-failure test on the submitted assembly per Clients specified test procedures The test assembly was placed in an Instron DIM machine and pulled in tension at a constant crosshead speed of 0 05 in/mtn The pull-to-failure test resulted in an ultimate load of 1,740 pounds Failure occurred as a result of the 6/,8° x 3' lag boll pulling from the °2 x 4" wood beam Tested By /£****«>- i/Larry Burmer Project Specialist Signed for and on behalf of SGS U.S. Testing Company Inc. Page 1 of 2 Greg Wrona Manager, Building Materials This report Is luued by S6S U S Toiling Company Inc under III Gantral Conditions (of Tailing Services (copy available upon roquait). SOSU S Teillng i responsibility under this report li limited to provgn negllgonct and will In no cmo be more than the amount ot the totting lees f *£ & £- i ,*Vfn9.0?"nV ""i1111 "" n<" "••'"•< oy SOS U S. TttUng for mere than SO daya The result* shown on this trot report referonly to the umpiols) teated unleas otherwise stated, under the condition! agreed upon Anyone relying on this report should understand all of We daUils of the engagement. Neither the name, seals, marks nor Insignia ol SOS US Testing may be used In any advertising or promotionalmaterial* without the prior written approval ol SCS U S T»atlng The tost report cannot bo reproduced, except In full, without prior writtenpermission of SGS U S Testing Company Ine j 1» a iiei ii <iir»i S' men KW. Wutr O.ik ««i uu Fjni-na C*. nil. »>! »II JTi IIHS) 183 IBM I iM9l UBODt w*w SOS con CLIENT: PROFESSIONAL SOLAR PRODUCTS, INC. Report No: 1064614 Date: July 31, 2007 Page 2 of 2 APPENDIX Pull-to-Failure Test Setup TIleTrae* Lower Base TlteTrae- PJ Upper Carriage c- X Snrtr SSLagBDtt L,7J ' Illustration of TileTrac* Device 3W x 6" 88 Thrmdad Stud 3/8"SSH«Nut 1J1T" TllBTrae-Uppw " Carrtaga *»«*•*«• End of Report ga — O o P O^8 PK) - ^ O i 5 < < < i i io o oLO O) > P W oo Oo P O- OoIo •-trt—*«P =tt 00 Q P*COc^ o J^ ON K> pX K) ON § >.< O) O)"-t o no O)r-K P\j O C/)Si 'TS Rex Ikeda 1694 Docena Rqgd Carlsbad, CA 92 C °a ^r-K H-'•5* ° OQ ^ O & 0> 3r-K P r o> OQ O CDco O CD CL P ^ ^O n>o ^ g- elioPower Solar Solutions. Engineered. 25767 Jefferson Ave. Murrieta, CA 92562 P: (951)677-7755 F: (951) 677-9559 0) e/j' o' I _J'"d I o I ii o wI Rex //ceda 1694 Docena Road Carlsbad, CA 92011 HelioPower Solar Solutions. 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