The URL can be used to link to this page

BSOL2015-018478495 CALLE TAMPICO LA QUINTA, CALIFORNIA 92253 Application Number: Property Address: APN: Application Description: Property Zoning: Application Valuation: T-iht 4 4 Qumr(u COMMUNITY DEVELOPMENT DEPARTMENT BUILDING PERMIT BSOL2015-0184 54411 AVENIDA VELASCO 774251019 POLLARD/9.156 kW PV SYSTEM -(28)327W PANELS/(1) INV+125A SUB $36,624.00 Applicant: SMART ENERGY SOLAR INC 1641 COMMERCE STREET CORONA, CA 92880 i 0C T 01 2015 0 CI1Y OF LA QUINTA COMMUNITY DEVELOPMENT DEPARTMENT . LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my License is in full force and effect. License Class: C46 License No.: 990049 _ w :) -1U -\ - \ -tC�actor. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractor's State License Law for the following reason (Sec. 7031.5, Business and Professions Code: Any city or county that requires a permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for the permit to file a signed statement that he or she is licensed pursuant to the provisions of the Contractor's State License Law (Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code) or that he or she 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).: ( ) I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who does the work himself or herself through his or her own employees, provided that the 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 or she did not build or improve for the purpose of sale.). (—) I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who contracts for the projects with a contractor(s) licensed pursuant to the Contractors' State License Law.). ( ) I am exempt under Sec. . B.&P.C. for this reason Date: Owner: CONSTRUCTION LENDING AGENCY I hereby affirm under penalty of perjury that there is a construction lending agency for the performance of the work for which this permit is issued (Sec. 3097, Civ. C.). Lender's Na Lender's Address: I IIII'I II'll II'I II'I 12 VOICE (760) 777-7125 FAX (760) 777-7011 INSPECTIONS (760) 777-7153 Date: 10/1/2015 Owner: EAMONN POLLARD 52295 AVENIDA HERRERA LA QUINTA, CA 92253 Contractor: SMART ENERGY SOLAR INC 1641 COMMERCE STREET CORONA, CA 92880 (951)273-9595 . Llc. No.: 990049 WORKER'S COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: I have and will maintain a certificate of consent to self -insure for workers' 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 workers' compensation insurance, 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 number are: Carrier:— Policy Number: — 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, and agree that, if I should become subject to the workers' compensation provisions of Section 3700 of the Labor Code, I shall.forthwith comply with those provisions. Date-*.z\U-\��S Applicant v.� 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 ($100,000). IN ADDITION TO THE COST OF COMPENSATION, DAMAGES AS PROVIDED FOR IN SECTION 3706 OF THE LABOR CODE, INTEREST, AND ATTORNEY'S FEES. APPLICANT ACKNOWLEDGEMENT IMPORTANT: Application is hereby made to the Building Official for a permit subject to the conditions and restrictions set forth on this application. 1. Each person upon whose behalf this application is made, each person at whose request and for whose benefit work is performed under or pursuant to any permit issued as a result of this application , the owner, and the applicant, each agrees to, and shall defend, indemnify and hold harmless the City of La Quinta, its officers, agents, and employees for any act or omission related to the work being performed under or following issuance of this permit. 2. Any permit issued as a result of this application becomes null and void if work is not commenced within 180 days from date of issuance of such permit, or cessation of work for 180 days will subject permit to cancellation. I certify that I have read this application and state that the above information is correct. I agree to comply with all city and county ordinances and state laws relating to building construction, and hereby authorize representatives of this city to enter upon the above-mentioned property for inspection purposes. D-�� Sig re(ApplicantorAgent): L DESCRIPTION FINANCIAL INFORMATION : ACCOUNT QTY .AMOUNT. PAID .. PAID DATE BSAS SB1473 FEE 101-0000-20306 0 $2.00 $0.00 PAID BY METHOD. RECEIPT # CHECK # CLTD BY Total Paid for BUILDING STANDARDS ADMINISTRATION BSA: $2.00 $0.00. DESCRIPTION ACCOUNTQTY ' AMOUNT- PAID PAID DATE PV SYSTEM - ARRAY, FIRST 20 101-0000-42403 0 $24.17 $0.00 PAID BY METHOD RECEIPT # CHECK # CLTD BY DESCRIPTION ACCOUNT QTY_ AMOUNT PAID PAID DATE. PV SYSTEM - ARRAY, FIRST 20 PC 101-0000-42600 0 $24.17 $0.00 PAID BY `.:. METHOD RECEIPT # CHECK # CLTD-BY DESCRIPTION ACCOUNT QTY:; AMOUNT PAID :. PAID DATE PV SYSTEM - MISC EQUIPMENT 101-0000-42403 0 $24.17 $0.00 PAID BY METHOD RECEIPT # CHECK # CLTD BY DESCRIPTION ACCOUNT QTY. AMOUNT, PAID PAID DATE PV SYSTEM - MISC EQUIPMENT PC 101-0000-42600 0 $24.17 $0.00 PAID BY METHOD RECEIPT # - CHECK # CLTD BY Total Paid for ELECTRICAL: $96.68 $0.00 DESCRIPTION ACCOUNT QTY' AMOUNT PAID PAID DATE PERMIT ISSUANCE 101-0000-42404 0 $91.85 $0.00 PAID BY METHOD RECEIPT # _ ,. CHECK #. CLTD BY Total Paid for PERMIT ISSUANCE: $91.85 $0.00 •TA LS: $190.53 $0.00 Description: POLLARD/9.156 kW PV SYSTEM -(28)327W PANELS/(1) INV+125A SUB Type: SOLAR Subtype: Status: APPROVED Applied: 9/23/2015 SKH Approved: 9/30/2015 JFU Parcel No: 774251019 Site Address: 54411 AVENIDA VELASCO LA QUINTA,CA 92253 Subdivision: SANTA CARMELITA VALE LA QUINTA Block: 291 Lot: 8 Issued: UNIT 26 ACTION DATE Lot Sq Ft: 0 Building Sq Ft: 0 Zoning: Finaled: Valuation: $36;624.00 Occupancy Type: Construction Type: Expired: No. Buildings:.0 No. Stories: 0 No. Unites: 0 9/23/2015 Details: 9.156 kW SOLAR ARRAY - (28) 327W SUNPOWER SPR-327NE-WHT-D W/ (2) SMA SUNNYBOY SB3800-TLOS-22 INVERTERS + 125A SUB PANEL [504SF] 2013 CALIFORNIA ELECTRICAL CODE. ADDITIONAL SITES __j Applied to Approved Printed: Thursday, October 01, 2015 9:47:40 AM 1 of 3 SYSTEMS CHRONOLOGY CHRONOLOGY TYPE STAFF NAME ACTION DATE COMPLETION DATE NOTES PLAN CHECK SUBMITTAL STEPHANIE KHATAMI 9/23/2015 9/23/2015 RECEIVED NOTIFIED THE RECEPTIONIST AT SMART ENERGY SOLAR (951 - TELEPHONE CALL JAKE FUSON 9/30/2015 9/30/2015 707-4310) THAT PLANS WERE APPROVED AND PERMIT WAS READY TO ISSUE. CONDITIONS CONTACTS NAME•TYPE NAME ADDRESSI. CITY STATE ZIP PHONE FAX EMAIL APPLICANT SMART ENERGY SOLAR INC 1641 COMMERCE CORONA CA 92880 STREET CONTRACTOR SMART ENERGY SOLAR INC 1641 COMMERCE CORONA CA 92880 STREET Printed: Thursday, October 01, 2015 9:47:40 AM 1 of 3 SYSTEMS FINANCIAL INFORMATION DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE RECEIPT # CHECK # METHOD PAID BY CLTD BY BSAS SB1473 FEE 101-0000-20306 0 $2.00 $0.00 Total Paid for BUILDING STANDARDS ADMINISTRATION $2,00 $0.00 BSA: PV SYSTEM -ARRAY, 101-0000-42403 0 $24.17 $0.00 FIRST 20 PV SYSTEM - ARRAY, 101-0000-42600 0 $24.17 $0.00 FIRST 20 PC PV SYSTEM - MISC 101-0000-42403 0 $24.17 $0.00 EQUIPMENT PV SYSTEM - MISC 101-0000-42600 0 $24.17 $0.00 EQUIPMENT PC Total Paid for ELECTRICAL: $96.68 $0.00 PERMIT ISSUANCE 101-0000-42404 0 $91.85 $0.00 Total Paid for PERMIT ISSUANCE: $91.85 $0.00 TOTALS:•0 0• INSPECTIONS PARENT PROJECTS RETURNED REV"TYPEREVIEWER SENT DATE DUE DATE DATE STATUS REMARKS NOTES Printed: Thursday, October 01, 2015 9:47:40 AM 2 of 3 _ sys•rrnns vA Permit Details PERMIT NUMBER BSOU-015"0184 '' City of la Quinta °� : NON-STRUCTURAL-. I BUILDING 19/23/2015 I 9/30/2015 I 9/30/2015 I APPROVED 1 WK BUCKET ATTACHMENTS Printed:. Thursday, October 01, 2015 9:47:40 AM. 3 of 3 SYSTr:1v1S Bin # City of La Quinta Building & Safety Division lS 78-495 Calle Tampico /� (�1,� La Quinta, CA 92253 - (760) 777-7012 ,Building Permit Application and Tracking Sheet Permit # Project Address: 50-11 Ave -IJ, V•d-a[o Owner's Name: CrnrhOn,. Qa)(�r� A, P. Number: 714- 21-t _olq Address: 15-4+11Av,,,a, Vt(4sCo Legal Description: Soh. City, ST, Zip: Contractor: ( r '� mac. c � f e) � Tee h 6 — Tel one: 2 4- 12 P f; (7 2 Address: �f `4f C� �,..v re S� . Project Description: Q _ j r 6 0( PF City, ST, Zip: 9 24y P✓ S ��—c.�, Zs' cwt{� Z n�crFc� lePhn 4 _4 Telephone( Te f 1 7�7 /U State Lic. # : gQ'7 City Lic. #; Arch., Engr., Designer: Address: City, ST, Zip: Telephone:hone: Occupancy: cY •ConstructionTYPe State Lic. #: Project bP (circle one): New Add'n Alter Repairair Demo Name of Contact Person: tSn. ( �r�tJ Sq. Ft.: # Stories: # Units: Telephone # of Contact Person: 4S 1 /C, 4110 Estimated Value of Project: 3(,,62 -4 - (, (,24APPLICANT: APPLICANT: DO NOT WRITE BELOW THIS LINE N Submittal Req'd Recd TRACKING PERMIT FEES Plan Sets Plan Check submitted Item Amount Structural Cafes. Reviewed, ready foretrnow4ewSSvF 9 Plan Check Deposit Truss Cates. Called Contact Person 3� Plan Check Balance. Title 24 Cales. Plans picked up Construction Flood plain plan Plans resubmitted Mechanical Grading plan tad Review, ready for-corrections/issue. Electrical Subcontactor List Called Contact Person Plumbing Grant Deed Plans picked up S.M.I. II.O.A. Approval Plans resubmitted Grading IN HOUSE:- Review, ready for corrcctionslissue Developer Impact Fee Planning Approval Called Contact Person A.I.P.P. Pub. Wks. Appr Date of permit issue School Fees, Total Permit Fees CERTIFICATE OF COMPLIANCE Certificate Number 20150223-E246423 Report Reference E246423-20040917 Issue Date 2015 -FEBRUARY -23 Issued to: SUNPOWER CORP 77 RIO ROBLES SAN JOSE CA 95134 This is to certify that PHOTOVOLTAIC MODULES AND PANELS representative samples of (See addendum for additional information.) Have been investigated by UL in accordance with the Standard(s) indicated on this Certificate. Standard(s) for Safety: UL 1703, 3rd Edition, revised May 20, 2014, "Standard for Safety for Flat -Plate Photovoltaic Modules and Panels." Additional Information: See the UL Online Certifications Directory at www.ul.com/database for additional information Only those products bearing the UL Listing Mark for the US and Canada should be considered as being covered by UL's Listing and Follow -Up Service meeting the appropriate requirements for US and Canada. The UL Listing Mark for the US and Canada generally includes: the UL in a circle symbol with "C" and "US" identifiers: geOs the word "LISTED"; a control number (may be alphanumeric) assigned by UL; and the product category name (product identifier) as indicated in the appropriate UL Directory. Look for the UL Listing Mark on the product. ,�, If 47 William R. Camey, Director, North American Certification programs UL LLC Any information and documentation involving UL Mark services are provided on behalf of UL LLC (UL) or any authorized licensee of UL. For questions, please contact a local UL Customer Service Representative at wvrtv.ul.comlcontactus Page 1 of 2 CERTIFICATE OF COMPLIANCE Certificate Number 20150223-E246423 Report Reference E246423-20040917 Issue Date 2015 -FEBRUARY -23 This is to certify that representative samples of the product as specified on this certificate were tested according to the current UL requirements. Photovoltaic Modules: Models XXX -440 to -410, -408, -405, -402, -400, -398, -395, -392, -390, -388 —385, -382, -380, -375, - 345 to -293, -290, -285, -280, -250 to -225, followed by E or NE, may be followed by -BLK or —WHT, followed by -D, -I, or—U, where XXX represents SPR or SPV. Models XXX-EYY-### where XXX represents SPR or SPV, YY represents 18, 19, 20 or 21 and ### is any number from 440 to 375 or 345 to 285 or 250 to 225 and may be followed by —COM and/or -BLK Models XXX -450 to -435, XXX -345 to -311, XXX -262 to -233 followed by J, NJ, NX or X, may be followed by -BLK or -WHT, followed by -D, -1, -or -U, where XXX represents SPR or SPV. Models XXX-XYY-### where XXX represents SPR or SPV, YY represents 18, 19, 20 or 21 and ### is any number from 486 to 435 or 365 to 310 or 274 to 233 and may be followed by —COM and/or —BLK Flat -Plate Photovoltaic Modules with construction compliant to Module Fire Performance Type 2. �'x 4 William R. Camey, Director, North Ameritan Certification programs UL LLC Any Information and documentation involving UL Mark services are provided on behalf of UL LLC (UL) or any authorized licensee of UL. For questions, please contact a local UL Customer Service Representative at vnv A.comlconfactus Page 2 of 2 Certificate Certificate no. US 82140038 01 License Holder: Unirac Inc. 1411 Broadway NE Albuquerque NM 87102 USA Manufacturing Plant: Unirac Inc. 1411 Broadway NE Albuquerque NM 87102 USA Test report no.: USA -31440029 001 Client Reference: John Nagyvary Tested to: Subject 2703 No.' 2 (11-13-2012) TUVRheinland Certified Product: Module Rack Mounting System License Gee - Units Model Designation: SolarMount (SM) Maximum Size of PV Module: 65" long and 39.125" wide Maximum System Voltage of PV Module: 1000 VDC Maximum overcurrent protection rating of PV Module: 30 A Fire Rating: Class A when installed with Type 1 fire rated modules, Type 2 fire rated modules,' Type 3 fire rated modules, Type .10 fire rated modules. (continued) 7 Appendix: 1,1-4 Licensed Test mark: Date of Issue (day/mo/yr) 19/12/2014 TO Rheinland u8 TUV Rheinland PTL, LLC, 2210 South Roosevelt Sireet, Tempe. Arizona 85282, Tel (480) 966-1700, Fax (775) 314-6458 Certificate Certificate no. US 82140038 02 License Holder: Unirac Inc. 1411 Broadway NE Albuquerque NM 87102 USA Manufacturing Plant: Unirac Inc. 1411 Broadway NE Albuquerque NM 87102 USA Test report no.: USA- 314 40029 001 Client Reference: John Nagyvary Tested to: Subject 2703 No. 2 (11-13-2012) TUVRheinland Certified Product: Module Rack Mounting System License Fee -Units (continued) Modules Evaluated & Qualified for Mechanical Load: Trina Solar TSM-255PA05.08 Design Load: Positive = 112 psf, Negative = 50 psf Centrosolar TP6 250 SW and E 250B Design Load: Positive = 112 psf, Negative = 50 psf TSMC Solar TS -150C2 Design Load: Positive = 35 psf, Negative = 35 psf Modules from the same series with same frame are qualified if their area is less than or equal to test module area. (continued) Appendix: 1,1-4 Licensed Test mark: TUVRheinland US 7 7' Date of Issue (day/mo/yr) 19/12!2014 TGV Rheinland PTL, LLC, 2210 South Roosevelt Street. Tempe, Arizona 85282, Tel (480) 966-1700. Fax (775) 314-6458 Certificate Certificate no. US 82140038.03 1 License Holder: Unirac Inc. 1411 Broadway NE Albuquerque NM 87102 USA Manufacturing Plant: Unirac Inc. 1411 Broadway NE Albuquerque NM 87102 USA Test report no.: USA- 31440029 001 Client Reference: John Nagyvary Tested to: Subject 2703 No. 2 (11-13-2012) TUVRheinland Certified Product: Module. Rack Mounting System License Fee - Units (continued) Modules Evaluated & Qualified for Electrical Bonding: AU Optronics (BenQ Solar) PM Series Canadian Solar CS5A-M, CS6P-M, C96F=P, CSX -P Centrosolar America C -Series, E -Series ET Solar ET AC Module, ET Module Hanwha SolarOne HSL 60 Hyundai Heavy Industries MG Series Kyocera KD -F Series LG Electronics Mono Neon, Mono X Phono Solar Technology All Standard Modules (continued) Appendix: 1,1-4 Licensed Test mark: TUVRheinla)US 7 Date of Issue (day/mo/yr) 19/12/2014 TOV Rheinland PTL, LLC, 2210 South Roosevelt Street, Tempe, Arizona 85282, Tel (480) 966-1700, Fax (775) 314-6458 Certificate Certificate no. US 82140038 04 License Holder: Unirac Inc. 1411 Broadway NE Albuquerque NM 87102 USA Manufacturing Plant: Unirac Inc. 1411 Broadway NE Albuquerque NM 87102 USA Test report no.: USA- 31440029 001 Client Reference: John Nagyvary Tested to: Subject 2703 No. 2 (11-13-2012) TUVRheinland Certified Product Module. Rack Mounting System License Fee - Units (continued) Modules Qualified for Renesola Sharp Suniva SunPower Suntech Trina Yingli Yingli Sun Edison / MEMC SolarWorld Appendix: 1,1-4 Licensed Test murk: Electrical Bonding (continued] All 60 -cell Modules ND240QCJ, ND240QCS, NDQ235F4 MV Series, OPTIMUS Series AC, E -Series, Sig Black, X -Series STP XXX PD05, PA05 Panda •^60, YGE 60 YGE-Z 60 F -Series, R -Series SunModule Protect, SunModule Plus 7 '7 Date of Issue (day/mo/yr) 19/12/2014 TOV Rheinland PTL, I.I.C. 2210 South Roosevelt Street, Tempe, Arizona 85282, Tel (480) 966-1700, Fax (775) 314-6458 O :"UNIRAC A HILTI GROUP COMPANY I SolarMount Technical Datasheet Pub 110818 -ltd V1.0 August 2011 SolarMount Module Connection Hardware... Bottom Up Module Clip ................................. MidClamp .................................................... EndClamp .................................................... SolarMount Beam Connection Hardware...... L-Foot........................................................... SolarMount Beams .......................................... SolarMount Module Connection Hardware BE SolarMount Bottom Up Module Clip Part No. 302000C u ' 1d4 Y 140 �-• x � Dimensions specified in inches unless noted .............................. 1 ...............................1 ............................... 2 ............................... 2 ............................... 3 ............................... 3 ............................... 4 • Bottom Up Clip material: One of the following extruded aluminum alloys: 6005-T5, 6105-T5, 6061-T6 • Ultimate tensile: 38ksi, Yield: 35 ksi • Finish: Clear Anodized • Bottom Up Clip weight: —0.031 lbs (14g) �It Allowable and design loads are valid when components are assembled with SolarMount series beams according to authorized UNIRAC documents • Assemble with one %"-20 ASTM F593 bolt, one'/4'-20 ASTM F594 serrated flange nut, and one 1/4" 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 Direction Average Ultimate lbs (N) Allowable Load lbs (N) Safety Factor, FS Design Load lbs (N) Resistance Factor, m Tension, Y+ 1566 (6967) 686 (3052) 2.28 1038 (4615) 0.662 Transverse, X± 1128 (5019) 329 (1463) 3.43 497(2213), 0.441 Sliding, Z± 66 (292) 27 (119) 2.44 41 (181)1 0.619 SolarMount Mid Clamp Part No. 302101 C, 30Z1 -11D, 302103C, 302104D, 302105D,302106D IM o6-AKE- a 80.MEN DISOLI£.i i I I Y A 1_1'x Dimensions specified in in:; -nes unless noted SolarMount E. -W Clamp Part No. 302001C, 302)02C, 302002D, 302003C, 302003D,302004C,30:2004D,302005C,30200511), 302006C, 302006D, 30ti2007D, 302008C, 302008D, 302009C,302009D,2-00010C,302011C,302012C "UNIRAC A HILTI GROUP COMPANY • Mid clamp material: One of the following extruded aluminum alloys: 6005-T5, 6105-T5, 6061-T6 • Ultimate tensile: 38ksi, Yield: 35 ksi • Finish: Clear or Dark Anodized • Mid clamp weight: 0.050 lbs (23g) • Allowable and design loads are valid when components are assembled according to authorized UNIRAC documents • Values represent the allowable and design load capacity of a single mid clamp assembly when used with a SolarMount series beam to retain a module in the direction indicated • Assemble mid clamp with one Unirac'/4"-20 T -bolt and one'/4"-20 ASTM F594 serrated flange nut • 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 Applied Load Direction Average Ultimate lbs (N) Allowable Load lbs (N) Safety Factor, FS Design Load lbs (N) Resistance Factor, m Tension, Y+ 2020 (8987) 891 (3963) 2.27 1348 (5994) 0.667 Transverse, Z± 1 520 (2313) 229 (1017) 1 2.27 1 346(1539), 0.665 Sliding, X± 1 1194 (5312) 1 490 (2179) 1 2.44 1 741 (3295) 0.620 —. x T.4 iwr�:rua" i VAAUES WITH ROOM Ttilmfz t Dimensions specified:in-i- eti s -unless -noted • End clamp material: One of the following extruded aluminum alloys: 6005-T5, 6105-T5, 6061-T6 • Ultimate tensile: 38ksi, Yield: 35 ksi • Finish: Clear or Dark Anodized • End clamp weight: varies based on height: -0.058 lbs (26g) • Allowable and design loads are valid when components are assembled according to authorized UNIRAC documents • Values represent the allowable and design load capacity of a single end clamp assembly when used with a SolarMount series beam to retain a module in the direction indicated • Assemble with one Unirac W-20 T -bolt and one W-20 ASTM F594 serrated flange nut • 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 • Modules must be installed at least 1.5 in from either end of a beam Applied Load Direction Average Ultimate lbs (N) Allowable Load lbs (N) Safety Factor, FS Design Loads lbs (N) Resistance Factor, m Tension, Y+ 1321 (5876) 529 (2352) 2.50 800 (3557) 0.605 Transverse, Z± 63 (279) 14 (61) 4.58 21 (92) 0.330 Sliding, X± 142 (630) 52 (231) 2.72 79 (349) 0.555 SolarMount Beam Connection Hardware SolarMount L -Foot Part No. 304000C, 304000D Y ►X a.01 A SLOT FOR �6 MHOWA}y 1{k r -1- 2.0L 7.0L Dimensions specified in inches unless noted O :FUNIRAC A HILTI GROUP COMPANY • L -Foot material: One of the following extruded aluminum alloys: 6005- T5, 6105-T5, 6061-T6 • Ultimate tensile: 38ksi, Yield: 35 ksi • Finish: Clear or Dark Anodized • L -Foot weight: varies based on height: —0.215 lbs (98g) • Allowable and design loads are valid when components are assembled with SolarMount series beams according to authorized 301t UNIRAC documents L -Foot For the beam to L -Foot connection: • Assemble with one ASTM F593 W-16 hex head screw and one ASTM F594 Wserrated flange nut • 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 results from an IAS accredited laboratory NOTE: Loads are given for the L -Foot to beam connection only; be sure to check load limits for standoff, lag screw, or other attachment method Applied Load Direction Average Ultimate lbs (N) Allowable Load lbs (N) Safety Factor, FS Design Load lbs (N) Resistance Factor, m Sliding, Z± 1766 (7856) 755 (3356) 2.34 1141 (5077) 0.646 Tension, Y+ 1859 (8269) 707 (3144) 2.63 1069 (4755) 0.575 Compression, Y- 3258 (14492) 1325 (5893) 2.46 2004 (8913) 0.615 Traverse, X± 486 (2162) 213 (949) 2.28 323 (1436) 0.664 U"UNIRAC A HILTI GROUP COMPANY SolarMount Beams Part No. 310132C, 310132C -B, 310168C, 310168C -B, 310168D 310208C, 310208C -B, 310240C, 310240C -B, 310240D, 410144M, 410168M, 410204M, 410240M Properties Units SolarMount SolarMount HD Beam Height in 2.5 3.0 Approximate Weight (per linear ft) plf 0.811 1.271 Total Cross Sectional Area int 0.676 1.059 Section Modulus (X -Axis) in3 0.353 0.898 Section Modulus (Y -Axis) in3 0.113 0.221 Moment of Inertia (X -Axis) 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 14" HEX HEAD SCREW 2X SLOT FOR BOTTOM CLIP SLOT FOR 3Y8" HEX BOLT .387— .750 Y 1 Lill X SolarMount Beam SLOT FOR T -BOLT OR -t 1.728 4" HEX HEAD SCREW SLOT FOR BOTTOM CLIP 3.000 SLOT FOR 1.385 3�" HEX BOLT 1.207 Y ��5. 1 L--► X SolarMount HD Beam Dimensions specified in inches unless noted