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BSOL2015-0233c&t�t 4 Qum& 78-495 CALLE TAMPICO LA QUINTA, CALIFORNIA 92253 COMMUNITY DEVELOPMENT DEPARTMENT BUILDING PERMIT Application Number: BSOL2015-0233 Owner: Property -Address: 48775 AVENIDA FERNANDO 1EANNE THERESE APN: 658300001 P 0 BOX 112 Application Description: THERESE / SOLAR (68) 327W PANELS & 4 INVERTERS ZEPHYR COVE, NV Property Zoning: Application Valuation: $90,000.00 Applicant: SMART ENERGY SOLAR INC 1641 COMMERCE STREET CORONA, CA 92880 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 Date: I2I Contractor: i 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 Name: Lender's VOICE (760) 777-7125 FAX (760) 777-7011 INSPECTIONS (760) 777-7153 Contractor: SMART ENERGY SOLAR 1641 COMMERCE STRE CORONA, CA 92880 (951)273-9595 Llc. No.: 990049 Date: 12/10/2015 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�york 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 polity number are: Carrier:_ Policy Number:_ArJ7(.-UJ-krvc14-' –73–PIg[¢i_�, 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"�(�� r Applicanf.� i WARNING: FAILURE TO SECURE WORKERS' COMPENSATION COVERAGE 15 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. Date: l2 /0 Signature (Applicant or Agent) Z w Qw io C3 0j a 5U L T Il� C) U 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�york 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 polity number are: Carrier:_ Policy Number:_ArJ7(.-UJ-krvc14-' –73–PIg[¢i_�, 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"�(�� r Applicanf.� i WARNING: FAILURE TO SECURE WORKERS' COMPENSATION COVERAGE 15 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. Date: l2 /0 Signature (Applicant or Agent) n j�'� S� q 0-V BSAS SB1473 FEE 10.1-0000-20306 0 $4.00 $0.00 4 M M W V. P;6Y, Ni, 'iW N Total Paid,for'BUILDING STANDARDS ADMINISTRATION. BSA: $4.00 $0.00 DESCRIPTION krAID "AC un �COUN 'a _5 k ng, kP ab 1PAIWDATE- 'N., M rV' PV SYSTEM ARRAY, FIRST 20 '101-0000-42403 0 $24.17 $0.00 tfq, PAI EM H 0 D5 -W ET n h u q CHECK u ttr.'­r MM.r'.-<A,. ;�, K""m0w mg� _T r41Z ZU '*- DESCRIPTION,a H 1-VACCOUNT _Nk 30 Mll�� IOIUNT,',�:,u MA M­ tPAIDI%N. DATE i 11 FOR% R 4f A, PAID PV SYSTEM = ARRAY, FIRST 20, PC 101-0000-42600 0 $24.17 $0.00. PAID BY ""P S ETHOD4,q A% R E C E I PT,, m , 91 tC Z pp N �ffizl DESCRIPTION, rg Ir T. AMOUNT '15'�: 'i D�DATE% tib. ,y< z21 -V n.10H. MiN w t�, W, HBO A! PV SYSTEM MISC EQUIPMENT 101-0000-42403 0 $48.34 $0.60 PAID ,BY I 1pnnl, IOU �OD% .,q1AspN A,' 6� ,�,-4 rl. AM R41Aj: , A WO V ACCOUNT -",v 7 z 1111 U001 AMOUNT I NEW PAID AID 46 DATE x.E PV SYSTEM - MISC EQUIPMENT PC 101-0000-42600 0 $48.34 $0.00 PAI Aj-MORM � *RECEIPTz#g �METHODN T Total Paid for ELECTRICAL $145M $0.00 UNTW !FN SO= )UNT- t �PAIC I'DATE _ACC iumw. �W,�.M,` eN�, r� &ViMnu AV "WP 5, PERMIT:ISSUANCE 101-0000-42404 0 $91.85 $0.00 PAI xguggr MET -,WCEIPVi A-4 CHEC•KWtg4- IL -,BY K C TD .1117elcl MI. 2`� 4, Total Paid for PERMIT ISSUANCE: $91.'85 $0.00 ? $0.00 Description: THERESE / SOLAR (68) 327W PANELS & 4 INVERTERS Type: SOLAR Subtype: Status: APPROVED Applied: 11/24/2015 SGU Approved: 12/4/2015 LUR Parcel No: 658300001 Site Address: 48775 AVENIDA FERNANDO LA QUINTA,CA 92253 Subdivision: LA QUINTA GOLF ESTATES 1 Block: Lot: 73 Issued: Lot Sq Ft: 0 Building Sq Ft: 0 Zoning: Finaled: Valuation: $90,000.00 Occupancy Type: Construction Type: Expired: No. Buildings: 0 No. Stories: 0 No. Unites: 0 Details: 22.2kW SOLAR ARRAY - (68) 327W SUNPOWER W/-(1) SMA AMERICA SB6000TL-US-22 & (3) SMA AMERICA SBSOOOTL-US-22 INVERTER [1197SF] 200AMP LOAD CENTER, MAIN BREAKER DERATE 350AMP. 2013 CALIFORNIA ELECTRICAL CODE. Printed: Thursday, December 10, 2015 11:09:45 AM 1 of 2 C SYSTfMS CHRONOLOGY CHRONOLOGY TYPE STAFF NAME ACTIOWDATE COMPLETION DATE NOTES PLAN CHECK SUBMITTAL RECEIVED STEPHANIE GUMPERT 11/24/2015 11/24/2015 TELEPHONE CALL LUIS URIBE 12/4/2015 12/4/2015 LEFT ISMAEL A MESSAGE, PERMIT IS APPROVED AND READY TO BE ISSUED. CONDITIONS NAME TYPE NAME ADDRES51 CONTACTS CITY STATE ZIP PHONE FAX '-EMAIL APPLICANT SMART ENERGY SOLAR INC 1641 COMMERCE STREET CORONA CA 92880 permits.seusa@gmail.c om CONTRACTOR SMART ENERGY SOLAR INC 1641 COMMERCE STREET CORONA I CA I 92880 I permits.seusa@gmail.c om OWNER JEANNE THERESE P 0 BOX 112 ZEPHYR COVE NV I 92253 Printed: Thursday, December 10, 2015 11:09:45 AM 1 of 2 C SYSTfMS FINANCIAL L, ,• ' CLTD DESCRIPTION ACCOUNT QTY :AMOUNT PAID PAID DATE RECEIPT # CHECK # METHODPAID BY .BY BSAS SB1473 FEE 101-0000-20306 0 $4.00 $0.00 Total Paid for BUILDING STANDARDS ADMINISTRATION $4.00 $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 $48.34 $0.00 EQUIPMENT PV SYSTEM - MISC 101-0000-42600 0 $48.34 $0.00 EQUIPMENT PC Total Paid for ELECTRICAL: $145.02 $0.00 PERMIT ISSUANCE 101-0000-42404 0 $91.85 $0.00 Total Paid,for PERMIT ISSUANCE: $91.85 $0.00 TO40.0 $0.00 INSPECTInNS PARENT PROJECTS RETURNED STATUS REMARKS;. REVIEW TYPE REVIEWER SENT DATE DUE DATENOTES DATE NON-STRUCTURAL - LUIS URIBE 11/24/2015 12/3/2015 12/4/2015 APPROVED 1 WK Printed: Thursday, December 10, 2015 11:09:45 AM 2 of 2. , SYSTFMS Bin # City of La Quinta Building &r Safety Division 6,78-495 Calle Tampico La Quinta, CA 92 253 - (760) 777-7012 Building Permit Application and Tracking Sheet Permit # Project Address: 7 ! Owner's Name: CG\ �V A. P. Number: Address:LIK7S i YA G Legal Description: City, ST, Zip: C ( J l ntra t `n n 1 i c r Co o . /r�ncSbr YVl U` ele one: Address: L (� CG Project Description: City, ST, Zip: Telephone: .� : . _ State Li c. # : 00. City Lie. #.: Arch., Engr., Designer: Address: City., ST, Zip: h one: Telephone: ................................................... Ctructi Occupancy: on n Type: e: StoState Lid. #• Proect type (circlele ne • New A.d d'n Alter Repairair Demo Name of Contact Person: Sq. Ft.: # Stories: # Units: Telephone # of Contact Person: Estimated Value of Project: APPLICANT: DO NOT WRITE BELOW THIS LINE # Submittal Req'd Rcc'd TRACKING PERMIT FEES Plan Sets Plan Check submitted Item Amount Structural Calcs. Reviewed, ready for corrections Plan Check Deposit Truss Cales. Called Contact Person Plan Check Balance Title 24 Calcs. Plans picked up Construction Flood plain plan Plans resubmitted Mechanical Grading plan 2nd Reviciv, ready for corrections/issue Electrical Subcontactor List Called Contact Person Plumbing Grant Deed Plans picked up S.M.I. I-I.O.A. Approval Plans resubmitted Grading IN HOUSE:- '"' Reyierv, ready for corrections/issue 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 Certificate no. US 82140038 Ol License Halder: 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 4 0 02 9 0 01 Client Reference: John Nagyvary Tested to: Subject 2703 .No. 2 (11-13-2012) -A TUVRheinland Certified Product: Module Rack Mounting System License Fee - Units Model Designation: SolarMount (SM) 7 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,5 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 TUVRheinla)US TUV Rheinland PTL; LIC, 2210 South Roosevelt Street, Tempe. Araona 85262, Tel (480) 966.1700, Fax (775) 314.6458 t 11 w 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- 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) 7 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 = 1.12 psf, Negative = 50 psf TSMC Solar TS -1.5002 Design Load: Positive = 3,5_psf, Negative= 35 ps.f Modules from the same series with same frame are qualified if their area is less than or equal to test module area. (continued) 7. Appendix: 1,1-4 Licensed Test mark: Date of Issue (day/mo/yr) 19/12/2014 TUVRheinland uS TOV 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 8.7102 USA Test report no.: USA -31440029 001 Client Reference: John Nagyvary Tested to: Subject 2703 No. 2 (11-13-2012) TOVRheinland Certified Product: .Module Rack Mounting System -1 License'Fee - Units (continued) 7 Modules Evaluated & Qualified for Electrical Bonding: AU Optronics (BenQ Solar) PM Series Canadian Solar CSSA-M, C86P=M, C56P-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: TUVRneinland 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 (11-13-201.2) TOVRheinland Certified Product: Module. Rack Mounting System 'License Fee- Units (continued) 7 Modules Qualified for Electrical Bonding [continued] Renesola All 60 -cell Modules Sharp ND240QCJ, ND240QCSi ND0235F4 Suniva MV Series, OPTIMUS Series SunPower AC, E -Series, Sig Black, X -Series Sunech STP XXX Trina PDOS, PA05 Yingli Pand0t°60, YGE 60, Yingli YGE-Z 60 Sun Edison / MEMC F -Series, R=Series SolarWorld SunModuie Protect, SunModule -Plus 7. Appendix: 1,1-4 Licensed Test mark: Date of.'issue (day/mo/yr) 19/12/2014 TUVRheinland us TOV Rhelnlano PTL, I.I.C. 2210 South Roosevelt Street, Tempe; Arizona 85282, Tel (480) 966-1700, Fax (775) 314.6458 SO RMOUbff Top Mounting UniRac Grounding Clips and WEEBLugs - 225.6 UGC- I Nib WEEBLug tEta us Intertek conforms to UL Standard 467 Stainless Steel Flat Washer (WEEB) Clips and lugs are sold separately. Figure 28. UGC -1 layout for even and odd number of modules in row. "7C" denotes places to install UGC -1. To mou Hing ��� clamps Module T -bolt en UGC -1 =1 SolarMount® rail (any type) Figure 27. Insert a bolt in the aluminum rail or through the clearance hole in the stainless steel flat washer. Place the stainless steel flat washer on the bolt, oriented so the dimples will contact the aluminum rail. Place the lug portion on the bolt and stainless steel flat washer. Install stainless steel flat washer, lock washer and nut. Tighten the nut until the dimples are completely embedded into the rail and lug. The embedded dimples make a gas-tight mechanical connection and ensure good electrical connection between the aluminum rail and the lug through the WEEB. Even Number ojModules in row Odd Number of Modules in row Figure 26. Slide UGC -1 grounding clip into top mounting slot of rail. Torque modules in place on top of clip. Nibs will penetrate rail anod- iaation and create grounding path through rail (see Fig. 3, reverse side). WEEBLug .-6,V. 6 'n,* r a i I (any type) •■■ Pub 110 U N I RAC c 2011 June 2011 © 2011 by Unirac, Inc. A HILTI GROUP COMPANY All rights reserved. October 30, 2014 ENGINEERS QROFESS/ON UniRac ��c�0 EN N E T H ZA �2 1411 Broadway Boulevard NE CO Albuquerque, New Mexico 87102-1545 w P m TEL: (505) 242-6411 878 FAX: 505 242-6412 Exp. -31- Attn.: Engineering Department,s�gTSTRUCTURP "���P F OF CN\_\F Re: Engineering Certification for UniRac's SolarMount Design & Engineering Guide PZSE, Inc. -Structural Engineers has reviewed UniRac's "SolarMount Design & Engineering Guide" and specifically the enhancements of the SolarMount Flush -to -Roof System, Pressure Lookup Tables, and Downward & Upward Span Length Tables. This certification excludes connections to building structures and the effects on building structure components. All information, data and analysis contained within the Installation Manual are based on, and comply with the following: 1. 2012 International Building Code, by International Code Council, Inc., 2012 2. 2013 California Building Code, by California Building Standards Commission, 2013 3. ASCE/SEI 7-10 Minimum Design Loads for Buildings and other Structures 4. 2010 Aluminum Design Manual, by The Aluminum Association, 2010 This letter certifies that the structural calculations contained within UniRac's "SolarMount Design & Engineering Guide" are in compliance with the above Codes. If you have any questions on the above, do not hesitate to call. Sincerely, Paul Zacher, SE - President 8150 Sierra College Boulevard, Suite 150:0 Roseville, b 95661 : 916.961.3960 P o 916.961.3965 • Wvvw.pzse.com O ::OUNIRAC A HILTI GROUP COMPANY SolarMount Technical Datasheet Pub 110818 -ltd V1.0 August 2011 SolarMount Module Connection Hardware.................................................................. 1 BottomUp Module Clip.................................................................................................1 MidClamp....................................................................................................................2 EndClamp....................................................................................................................2 SolarMount Beam Connection Hardware......................................................................3 L-Foot........................................................................................................................... 3 SolarMountBeams..........................................................................................................4 SolarMount Module Connection Hardware BE SolarMount Bottom Up Module Clip Part No. 302000C Dimensions specified in inches unless noted • 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) • Allowable and design loads are valid when components are assembled with SolarMount series beams according to authorized UNIRAC documents • Assemble with one 1/4"-20 ASTM F593 bolt, one '/"-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, 4) 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 Camp PartNo.302101C,3021C1D 302103C,302104D, 302105D,302106D I Mi Clai rAl ocsinlit EEYvfEEri tt00u13 �„I� t i Y L.'x Dimensions specified in inches urless noted SolarMount End Clamp Part No. 302001C, 3020)2C, 302002D, 302003C, 302003D,302004C,302304a,302005C,302005D, 302006C,302006D,3023071D,302008C,302008D, 302009C, 302009D, 302D1CC, 302011C, 302012C s°o°UNIRAC A MILT] 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 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 Applied Load Direction Average Ultimate lbs (N) Allowable Load Ibs (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) 2.27 346 (1539) 0.665 Sliding, X± 1 1194 (5312)490 (2179) 1 2.44 741 (3295) 0.620 _. x i61C�7M.U16 sl valsrs WITH NOlTU6'E Dimensions specified=in-ineaes=uunless-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 Ibs (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) 1 52 (231) 2.72 79 (349) 0.555 SolarMount Beam Connection Hardware SolarMount L -Foot Part No. 304000C, 304000D u" a of ax aoT FOR 'd Iw1DWAU L I Dimensions specified in inches jnless 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 30H 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'/a'serrated 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 :FUNIRAC A HIITI 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) 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 !/4" HEX HEAD SCREW 2X SLOT FOR BOTTOM CLIP 2.500 T1.316 SLOT FOR 3Y8" HEX BOLT U .387 750 Y 1 L11 X SolarMount Beam SLOT FOR T -BOLT OR V4" HEX HEAD SCREW SLOT FOR BOTTOM CLIP 1.728 11 3.000 —7I SLOT FOR 1.385 3�" HEX BOLT 1.207 Y 1.875 .X SolarMount HD Beam Dimensions specified in inches unless noted