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HomeMy WebLinkAboutUntitled '`�„ <„d Permit=tvo SQL R 19 1670a City of Arcadia, CA - 0 b r 4 -=,'"/ .t 't Development Services Department 'A' r v � Permit Type Solar - . 240 West Huntington Drive,Post Office Box 60021 • , ;t %.11 f ; , °' s r`- .- Wm Classification Solar Residential Over 10 KVz - �,�� -' "k Arcadia,CA 91066-6021 E'' f, ; (626)574-5416 ' 4 , �y g v , -,, , Permit.tgtus:Issue d,, ARCADIA Issue Date- 0/12/2020 Expiration: 10/12/2021 Addr NO. Dir Prefix Street Name Street Suffix Unit City,State,Zip Parcel Number 1305 Rodeo RD Arcadia,CA 5770010001 5 -`bG9�xx.4....i... '�.:S9:S'..e�Y".YMSa?5.}6:tb`"T+-wLin�•.-¢'.L 8'S�'�'S S Contacts DAVIDIAN OUYANG Owner SUNPRO SOLAR INC* Contractor 1305 RODEO RD 34859 FREDRICK ST 101,WILDOMAR,CA 92595 (626)379-6365 • (951)970-6736 830451 Description:GROUND MOUNTED SOLAR SYSTEM 40 Valuation: $0.00 * Tenant 1 MODULES/MICRO INVERTER,SUBPANEL 225 AMP AND 125 AMP.HOA APPROVAL 20-13 Total Sq Feet: 0.00i Plan Check# Plan# t. - \ s.• , Fees Amount Payments Amount Paid Building Plan Check Fee Residential $100.00 Total Fees $374.72 Distribution Panel $16.48 Cash/Receipt#REC-05702-20 $374.72 Electrical Permit Issuance Fee $47.01 Fire Plan Check Fee Residential $50.00 Amount Due: $0.00 Inverters $77.78 Panels $82.45 Solid Waste Management Fee 2 $1.00 Total: $374.72 i /a.-Z7'�f, &11461_ teC/r)— CALLS FOR INSPECTIONS / Y� Request for inspection by telephone at 626-574-5450. Leave a message //i /te( cei7requesting the address,timeframe and what inspection item is needed. F r9 This permit/plan review expires by time limitation and becomes null and void if the work authorized by the permit is not commenced within 180 days from the date of issuance or if the permit is not obtained within 180 days from the date of plan submittal.This permit expires and becomes null and void if any work authorized by this permit is suspended or abandoned for 180 consecutive days or if no progressive work has been verified by a City of Arcadia building inspector for a period of 180 consecutive days. • it 17,......] COMPLETED October 12,2020 Issued By: Date October 12,2020 Page 1 of 1 � ARe V7FORlV4. 1) ! VV , IinI PERMIT/PLAN'REVIEW APPLICATION E Development Services Department,240 West Huntington Drive,Post Office Box 60021 m y% Arcadia, CA 91066-6021, (626)574-5416,Fax(626) 447-9173 City of Arcadia LICENSED CONTRACTOR'S DECLARATION WORKERS'COMPENSATION DECLARATION ❑ I hereby affirm under penalty of perjury that I am licensed under provisions of I hereby affirm under penalty of perjury one of the following: Chapter 9(commencing with Section 7000,of Division 3 of the Business and Professions Code,and my license is in full force and effect. ❑ I have and will maintain a certificate of consent to self-insure for workers' License Class License No. Exp. Date compensation, as provided for by Section 3700 of the Labor Code, for the Signature of Contractor performance of the work for which this permit is issued. OWNER-BUILDER DECLARATION ❑ I have and will maintain workers'compensation insurance,as required by Section ❑ I hereby affirm under penalty of perjury that I am exempt from the Contractors 3700 of the Labor Code,for the performance of the work for which this permit License Law for the following reason(Section 7031.5,Business and Professions is issued.My workers'compensation insurance carrier and policy numbers are: Code.Any city or county which requires a permit to construct,alter,improve, Carrier demolish,or repair any structure,prior to its issuance,also required the applicant for such permit to file a signed statement that he or she is licensed pursuant to the Policy Number provisions of the Contractors License Law(Chapter 9(commencing with Section (This section need not be completed if the permit is for one hundred dollars or less) 7000)of Division 3 of the Business and Professions Code)or that he or she is exempt there from and the basis for the alleged exemption. Any violation of ❑II certify that in the performance of the work for which this permit is issued,I shall Section 7031.5 by any applicant for a permit subjects the applicant to a civil not employ any person in any manner so as to become subject to the workers' penalty of not more than five hundred dollars($500)): 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 ❑I, as owner of the property, or my employees with wages as their sole forthwith comply with those provisions. compensation,will do the work,and the structure is not intended or offered for sale(Section 7044,Business and Professions Code:The Contractors License Date Signature Law does not apply to an owner of property who builds or improves thereon, or who does such work himself or herself or through his or her own employees,provided that such improvements are not intended or offered for WARNING: Failure to secure Workers'Compensation coverage is unlawful, sale.If,however,the building or improvement is sold within one(1)year of and shall subject an employer,to criminal penalties and civil fines up to one completion,the owner-builder will have the burden of proving that he or she hundred thousand dollars($100,000),in addition'to the cost of compensation, did not build or improve for the purpose of sale). damages as provided for in Section 3706 of the Labor Code, interest, and attorney's fees. ❑I, as owner of the property, am exclusively contracting with licensed contractors to construct the project(Section 7044,Business and Professions Code:The Contractors License Law does not apply to an owner of property CONSTRUCTION LENDING AGENCY who builds or improves thereon,and who contracts for such projects with a I hereby affirm under penalty of perjury that there is a construction lending agency contractor(s)licensed pursuant to the Contractors License Law). for the performance of the work for which this permit is issued (Section 3097, Civil Code). ❑ I am exempt under Section 7044,Business and Professions Code,for this reason: Lender's Name Date Signature Lender's Address IMPORTANT: APPLICATION IS HEREBY MADE TO THE BUILDING OFFICIAL FOR A PERMIT SUBJECT TO THE CONDITIONS AND RESTRICTIONS SET FORTH ON THIS APPLICATION AND THE FOLLOWING: 1. The City's approved plans and permit inspection card must remain on the job site for use by City inspection personnel. 2. Final inspection of the work authorized by this permit is required.A Certificate of Occupancy must be obtained prior to use and occupancy of ew buildings and structures. 3. Per South Coast Air Quality Management District(AQMD)regulations,renovation and remodeling work that results in the removal,stripping,or altering of asbestos containing materials requires an asbestos survey and removal prior to disturbing the asbestos.Please contact AQMD at(909)396-2000 for further information. Name Title PRINT NAME I certify that I have read this application and state that the above information is correct and that I am the owner or duly authorized agent of the owner. I agree to comply with all City ordinances and State Laws relating to building construction. I hereby authorize representatives of the City of Arcadia to enter upon the above-mentioned property for inspection purposes. Signature Date �� Perrriit ivo SOLR 19 1670 ..4,y i City of Arcadia, CA , Development Services Department !ITh/(2 +n 'v' :Permit Type Solari t 240 West Huntington Drive,Post Office Box 60021 ' Li F ,n44,.%,° '` c-..1�W,�., Ail/. d Arcadia,CA 91066-6021 `rr: � ark C)as.41 66tioil Solar=ResidentialOver 10"KT '` " (626)574-5416 a ,, .Permit Status Issued ARCADIA r , .- Issue Date=10/12/2020.1 Expiration• 10/12/2021 Addr NO. Dir Prefix Street Name Street Suffix Unit City,State,Zip Parcel Number 1305 Rodeo RD Arcadia,CA 5770010001 Contacts DAVIDIAN OUYANG Owner SUNPRO SOLAR INC* Contractor 1305 RODEO RD 34859 FREDRICK ST 101,WILDOMAR,CA 92595 a° (626)379-6365 (951)970-6736 83045 71 1 . ,::. Description:GROUND MOUNTED SOLAR SYSTEM 40 Valuation: $ 0.00 Tenant MODULES/MICRO INVERTER,SUBPANEL 225 AMP AND 125 AMP.HOA APPROVAL 20-13 - Total Sq Feet: 0.00 Plan Check# Plan# Fees Amount Payments Amount Paid Building Plan Check Fee Residential $100.00 Total Fees Distribution Panel $16.48 Electrical Permit Issuance Fee $47.01 Fire Plan Check Fee Residential $50.00 Amount Due: Inverters $77.78 Panels $82.45 Solid Waste Management Fee 2 $1.00 Total: $374.72 • CALLS FOR INSPECTIONS Request for inspection by telephone at 626-574-5450. Leave a message requesting the address,timeframe and what inspection item is needed. This permit/plan review expires by time limitation and becomes null and void if the work authorized by the permit is not commenced within 180 days from the date of issuance or if the permit is not obtained within 180 days from the date of plan submittal.This permit expires and becomes null and void if any work authorized by this permit is suspended or abandoned for 180 consecutive days or if no progressive work has been verified by a City of Arcadia building inspector for a period.of 180 consecutive days. • . October 12, 2020 Issued By: Date • October 12,2020 Page 1 of 1 Of ARC -I.orywoRktilb PERMIT/PLAN'REVIEW APPLICATION 7 <ffiEB -, Nt w, Development Services Department,240 West Huntington Drive,Post Office Box 60021 om\y% Arcadia, CA 91066-6021, (626)574-5416,Fax(626)447-9173 City of Arcadia LICENSED CONTRACTOR'S DECLARATION WORKERS'COMPENSATION DECLARATION ❑ I hereby affirm under penalty of perjury that I am licensed under provisions of I hereby affirm under penalty of perjury one of the following: Chapter 9(commencing with Section 7000,of Division 3 of the Business and Professions Code,and y tnse is in full force l land ffect. �q ElI have and will maintain a certificate of consent to self-insure for workers' License Class!i 10 Cs ll License No. i30 'L, Signature of ContractorExp. Date' ""ia compensation, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. OWNER-BUILDER DECLARATION ❑ I have and will maintain workers'compensation insurance,as required by Section ❑ I hereby affirm under penalty of perjury that I am exempt from the Contractors 3700 of the Labor Code,for the performance of the work for which this permit License Law for the following reason(Section 7031.5,Business and Professions is issued.Myaworkers'compensation insurance carrier and policy numbers are: Code.Any city or county which requires a permit to construct,alter,improve, Carrier Si PCM �Q vV//rr'���((�O demolish,or repair any structure,prior to its issuance,also required the applicant Policy Number 11((�� U TJ for such permit to file a signed statement that he or she is licensed pursuant to the provisions of the Contractors License Law(Chapter 9(commencing with Section (This section need not be completed if the permit is for one hundred dollars or less) 7000)of Division 3 of the Business and Professions Code)or that he or she is exempt there from and the basis for the alleged exemption. Any violation of I certify that in the performance of the work for which this permit is issued,I shall Section 7031.5 by any applicant for a permit subjects the applicant to a civil not employ any person in any manner so as to become subject to the workers' penalty of not more than five hundred dollars($500)): 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 ❑I, as owner of the property, or my employees with wages as their sole forthwith compy with those provisions. compensation,will do the work,and the structure is not intended or offered for Date I I Signature (3 �� sale(Section 7044,Business and Professions Code:The Contractors License Law does not apply to an owner of property who builds or improves thereon, or who does such work himself or herself or through his or her own employees,provided that such improvements are not intended or offered for WARNING: Failure to secure Workers'Compensation coverage is unlawful, sale.If,however,the building or improvement is sold within one(1)year of and shall subject an employer to criminal penalties and civil fines up to one completion,the owner-builder will have the burden of proving that he or she hundred thousand dollars($100,000),in addition to the cost of,compensation, did not build or improve for the purpose of sale). damagesas provided for in Section 3706 of the Labor Code, interest, and attorney's fees. 0 I, as owner of the property, am exclusively contracting with licensed contractors to construct the project(Section 7044,Business and Professions Code:The Contractors License Law does not apply to an owner of property CONSTRUCTION LENDING AGENCY who builds or improves thereon,and who contracts for such projects with a I hereby affirm under penalty of perjury that there is a construction lending agency contractor(s)licensed pursuant to the Contractors License Law). for the performance of the work for which this permit is issued (Section 3097, Civil Code). 0 I am exempt under Section 7044,Business and Professions Code,for this reason: Lender's Name Date Signature Lender's Address IMPORTANT: APPLICATION IS HEREBY MADE TO THE BUILDING OFFICIAL FOR A PERMIT SUBJECT TO THE CONDITIONS AND RESTRICTIONS SET FORTH ON THIS APPLICATION AND THE FOLLOWING: 1. The City's approved plans and permit inspection card must remain on the job site for use by City inspection personnel. 2. Final inspection of the work authorized by this permit is required.A Certificate of Occupancy must be obtained prior to use and occupancy of new buildings and structures. 3. Per South Coast Air Quality Management District(AQMD)regulations,renovation and remodeling work that results in the removal,stripping,or altering of asbestos containing materials requires an asbestos survey and removal prior to disturbing the asbestos.Please contact AQMD at(909)396-2000 for further information. SS 11��pp Name I�+`,I``0 ikUv SU 1-1- �l r6 N Title t)(154)PRINT NAME I certify that I have read this application and state that the above information is correct and that I am the owner or duly authorized agent of the owner. I agree to comply with all City ordinances and State Laws relating to building construction. I hereby authorize representatives of the City of Arcadia to enter upon the above-mentioned property for inspection purposes. Signature O Date ICS (11 /?6 CITY OF ARCADIA File# HOA ARCHITECTURAL REVIEW BOARD SHORT REVIEW APPLICATION PLEASE COMPLETE THE FOLLOWING INFORMATION(REQUIRED): PROJECT ADDRESS 1305RodeoRd ZIP 91006 APPLICANT(S)NAME Bob Kommann MAILING ADDRESS 34859 Fredrick St.Suite 101 CITY Wildomar STATE CA ZIP 92595 E-MAIL ADDRESS bkommann@sunpro-solar.com TELEPHONE NO. 951-813-5408 PROPERTY OWNER(S)NAME Davide and Susan Ouyang MAILING ADDRESS 1305 Rodeo Rd CITY Arcadia STATE CA ZIP 91006 E-MAIL ADDRESS ouyang5522@gmail.com TELEPHONE NO. (626).379-6365 PROJECT TYPE(Check applicable): ❑ Single-Story Remodel and Addition 0 Landscaping and Hardscaping 0 Sport Court and Related Features ❑ Detached Accessory Structure(not 0 Pool and Spa Equipment 0 Fences and/or Walls ADUs) ❑ Façade Improvement 0 Mechanical Equipment X Ground-Mounted Solar ❑ In-Ground Swimming Pools/Spa with 0 Above Ground Swimming 0 Fountains,Water Features,or Water Features Pools and Spa Statues GENERAL DESCRIPTION OF PROJECT: Ground mounted solar installation approximately 41'x 17'and less than 6'in height DOES THE PROJECT REQUIRE DISCRETIONARY APPROVAL BY THE DEVELOPMENT SERVICES DIVISION(E.G., PROTECTED TREES,ADMINISTRATIVE MODIFICATIONS,ETC.)? X Yes 0 No If Yes,submit copies of the requests to the ARB for concurrent consideration THE APPLICANT AND PROPERTY OWNER HEREBY DECLARE UNDER PENALTY OF PERJURY THAT ALL THE INFORMATION SUBMITTED FO' 1 IS APPLICATION IS TRUE AND CORRECT. g606/* , 9/15/2020. APPLICAN S SIGNATURE DATE 3/i 5P2020 DATE OE' O�IER S SIGN�TURF ACTIONS AND FINDINGS 0 APPROVED ✓ CONDITIONALLY APPROVED 0 DENIED CONDITIONS OR REASONS FOR DENIAL:Approved with the conditions(1)The arborists report satisfies the city that the affected oak tree will remain unharmed 2)the screening hedge blocks view from neighboring properties and remains healthy.intact and available for city inspection in the future. BY: - DATE: 9/23/2020 _ EXPIRATION: 9/24/2021 THERE ISA TEN(10)DAY APPEAL PERIOD FOR THIS APPLICATION. APPEALS MUST BE SUBMITTED IN WRITING TO THE COMMUNITY DEVELOPMENT DMSION WITH A$600.00 APPEAL FEE BY -"WMPm.ON 10/05/2020 HOA Short Review -4- 11/19 1,11k 9111/2020 -.too yoursolarptanscom **v,/.► ENGINEERING SOLUTIONS FOR ALL YOUR SOLAR NEEDS Structural Calculations for SOLAR PANEL GROUNDMOUNT CONNECTIONS at: 1305 Rodeo Rd. Arcadia, CA 91006 Ouyang,Davidian Design Criteria 1 - Code:CBC 2019/ASCE 7-16 2 - Wind: 110 MPH,Exposure:C 3 - Steel Pipe: Strong Grade(A53 Grade B,Fy=35 ksi) Notice:Use restrictions of these calculations. The attached Calculations may be electronically stamped/signed as permitted by engineer of record. Contractor/Client to verify existing dimensions/conditions prior to construction. The use of these calculations is solely intended for the above mentioned project. (1';:oFESS/soN9 m No. C70784 ' -1EExp.0613012021 S•57-11 1\ 97F OF CAS\ 1/ 1-844-PV ELITE I info@yoursolarplans.com 3000 EAST BIRCH STREET, SUITE 201,BREA, CA 92821 Design Wind Load on Open Structures with Monoslope CNw=-0.78 CNL=1.56 i"Is-14.84 psf 5 9.68 psf _-1.18 ir CNw=1.14 Ari -22.45 psf41rAr 21.69 psf Case � �. Case A�' � y=0° CNw,=-1.70 CNL=0.48 I Cy=180° -32.34 psf 9.13 psf v 2 it i CNL=0.00 6 CNN=1.72 AI** 0.00 psf 32.72 32.72 psf Cas If' . Case� � Clear Wind Flow CNw=-1.06 -20.16 psf CNL=-1.14 ' 3 141!..#14# �� 7 21.69 psf ��4# CNL=-1.50 it CNw=0.16 � -28.53 psf . A� 3.04 psf Case •Case f �� y=0° CNN=-1.94 CNL=-0.3 Cy=180° -36.90 psf -5.71 psf v 4 Cm._-0.68 8 CNw=1.04 'Pj14' -12.94 psf "' � 19.78 psf iat, h 0.5L 0.5L Case B Case B /. Obstructed Wind Flow ASCE 7-16 p=ghGCN qr.00256 K=Kg Kd V2 l Roof Angle= 12.00 Mean Roof Height h= 3.27 Fr Exp=C Exposure coefficient K== 0.85 Topography factor Kt= 1.00 Directionality factor Kd= 0.85 Wind Speed V= 110.00 MPH Importance factor IW= 1.00 q== 22.38 PSF Gust Effect factor G= 0.85 CN= Net pressure coefficient p= 19.02 CN PSF 1.CNw and C Ni.denote net pressures(contributions from top and bottom surfaces)for windward and leeward half of roof surfaces,respectively. 2.Clear wind flow denotes relatively unobstructed wind flow with blockage less than or equal to 50%.Obstructed wind flow denotes objects below roof inhibiting wind flow(>50%blockage). 4.Plus and minus signs signify pressures acting towards and away from the top roof surface,respectively Simple Span L= 17.83 FT Distance between supports:I= 10.46 FT Wind Loads Condition RL= 276 lbs/ft 6.CIear Wind Flow,Dir=180 Deg,Case B .„,," Rr.= -313 lbs/ft 4.Obstructed Wind Flow,Dir=0 Deg,Case B '���� ,,,, ,, RR= 259 lbs/ft 5.Clear Wind Flow,Dir 180 Deg,Case A I ' RR= -249 lbs/ft 3.Obstructed Wind Flaw,Dir=0 Deg,Case A Total Horizontal Load Vw= 762 lbs 5.Clear Wind Flow,Dir 180 Deg,Case A \ 2O2O ATC Hazards by Location ATCHazards by Location Search Information �__ —_ — ..,F__. _ VictoMtle Address: 1305 Rodeo Rd,Arcadia, CA 91006, USA - _ • I_-____.-_I -_ tY o - . 588 ft - __Hesperia Coordinates: 34.1540257,-118.0380261 .__ _- : .:-:,,,-_,--,r-'-- Nati` Fo esti i Elevation: 588 ft '-'---7--L•-___,.,01--2--7:j., _:2`–.., _ Los-Angeles.=1San 63 inardlrtao r E Timestamp: 2020-06-08T17:05:27.219Z ( - -- — r=, o ,; _ t&er Ide -N It.�iV al ',4`r. U. ;} _ Hazard Type: Seismic • - ELI_�,�= Anhheim, ;r" li Reference ASCE7-16 I OO le iLo Bea ho= —` 1 �' l'• -- --9 - riMap data©2134/0 3r�map OfroGI Document: Risk Category: II Site Class: D-default Basic Parameters Name Value Description Ss 2.005 MCER ground motion(period=0.2s) S1 0.749 MCER ground motion(period=1.0s) SMS 2.406 Site-modified spectral acceleration value SM1 *null Site-modified spectral acceleration value SDS 1.604 Numeric seismic design value at 0.2s SA SD1 *null Numeric seismic design value at 1.0s SA *See Section 11.4.8 Additional Information Name Value Description SDC *null Seismic design category Fa 1.2 Site amplification factor at 0.2s Fv *null Site amplification factor at 1.0s CRs 0.888 Coefficient of risk(0.2s) CR1 0.891 Coefficient of risk(1.0s) PGA 0.874 MCEG peak ground acceleration FPGA 1.2 Site amplification factor at PGA PGAM 1.049 Site modified peak ground acceleration https://hazards.atcouncil.org/#/seismic?lat=34.1540257&Ing=-118.0380261&address=1305 Rodeo Rd%2C Arcadia%2C CA 91006%2C USA 1/2 6/8/2020 ATC Hazards by Location TL 8 Long-period transition period(s) SsRT 2.005 Probabilistic risk-targeted ground motion(0.2s) SsUH 2.257 Factored uniform-hazard spectral acceleration(2%probability of exceedance in 50 years) SsD 2.297 Factored deterministic acceleration value(0.2s) S1 RT 0.749 Probabilistic risk-targeted ground motion(1.0s) S1 UH 0.84 Factored uniform-hazard spectral acceleration(2%probability of exceedance in 50 years) S1 D 0.752 Factored deterministic acceleration value(1.0s) PGAd 0.94 Factored deterministic acceleration value(PGA) *See Section 11.4.8 The results indicated here DO NOT reflect any state or local amendments to the values or any delineation lines made during the building code adoption process. Users should confirm any output obtained from this tool with the local Authority Having Jurisdiction before proceeding with design. Disclaimer Hazard loads are provided by the U.S.Geological Survey Seismic Design Web Services. While the information presented on this website is believed to be correct,ATC and its sponsors and contributors assume no responsibility or liability for its accuracy.The material presented in the report should not be used or relied upon for any specific application without competent examination and verification of its accuracy,suitability and applicability by engineers or other licensed professionals.ATC does not intend that the use of this information replace the sound judgment of such competent professionals, having experience and knowledge in the field of practice, nor to substitute for the standard of care required of such professionals in interpreting and applying the results of the report provided by this website. Users of the information from this website assume all liability arising from such use. Use of the output of this website does not imply approval by the governing building code bodies responsible for building code approval and interpretation for the building site described by latitude/longitude location in the report. httpsi/hazards.atcouncil.org/#/seismic?Iat=34.1540257&Ing=-118.0380261&address=1305 Rodeo Rd%2C Arcadia%2C CA 91006%2C USA 2/2 \1I—j Company JOB TITLE Address City,State JOB NO.^ _ _ SHEET NO. Phone CALCULATED BY DATE W� CHECKED BY DATE Seismic Loads: IBC 2018 Strength Level Forces Risk Category: I Importance Factor(I): 1.00 Site Class: D-code default Ss(0.2 sec)= 200.50%g S1 (1.0 sec)= 74.90%g Fa= 1.200 Sms= 2.406 SDS= 1.604 Design Category= D Ft/= 1.700 Sm1 = 1.273 Spy= 0.849 Design Category= D Seismic Design Category= D ilk . . Vertical Loads Pipe Size 3"Sch 40 Width of Array B = 17.83 ft E-W Span L = 8.00 ft N-S Span W 10.46 ft Tilt 9 = 12.0;" Height of Bottom of Array hb = 1.92•ft Mean Height Ground Mount hm = 3.27 ft Snow Load Qs = 0.00,psf Panel Dead load QO = 3.00 psf Wind Speed V =. 110'mph Wind Category _Exp. = _ C Uplift Wind Linear Load o"p = -313 plf (See attached wind analysis) Downward Load odn = 276 plf (See attached wind analysis) Snow Uniform Load ws=Qs*B/2 = 0 plf Uniform Dead Load Wd=Qo*B = 26.7 plf Wind Uplift Point Load Pop=w.,*L = -2506 lbs Wind Down Point Load Pdn=wdn*L = 2209 lbs Snow Point Load P.=ws*L = 0 lbs Panel Dead Point Load Pp„=wd*L = 214 lbs Check Adequacy of U-Bolt Anchor for Tension(ASTM/AISI 304 Trib.Width of Solar Rail Lm. = 2.75 ft No.of Bolts Per Track NB = 2.00 bolts Uplift Force on U-Bolt TB=1-,811*o J,/NB = -431 lbs (Upwards) Cross Sectional Area of Bolt AB = 0.196 in2 (1/2"ip) Ultimate Tensile Strength F„ = 70 ksi Tensile Capacity of Bolt T=0.6*0.75*F„*AB = 6185 lbs Demand Capacity Ratio DCR=T I Ta = 0.07 <1 OK Pipe Beam Controlling Liner Load w=D+.6W = 192 plf Moment M=w*L2/8 = 1540 lb-ft Moment Capacity Mn = 3.85 k-ft AISC Table 3-15 Demand-Capacity Ratio DCR=M I Mn = 0.40 <1 OK D+.6W Lateral Loads ASCE 7-16 15.4 Site Classification: D Seismic Design Category: D Ss =, 2.005; S1 0.749 Sos =. 1.604 S01 =• 0.849; Seismic Response Factor R = 1.25 Seismic Importance Factor le = _ 1.00 Weight IN = 428 lbs SDS Cs = = 1.283 CONTROLS le Cs,min=0.044S0510 = 0.071 Cs,min=0.8S.ils/R = 0.479 Lateral Seismic Load Vs=0.7Wp*Cs = 384 lbs Lateral Wind Load 0.6V,, = 457 lbs IP . . Pipe Column Check Soil Grade GR =I 0%1 Height of Front Leg h1 = 2.15 ft Height of Rear Leg h2 = 4.38 ft Relative Stiffness of Front Pipe R1 = 0.89 . Relative Stiffness of Rear Pipe R2 = 0.11 Load to Front Leg V,=Wh*R1 = 409 lbs Load to Rear Leg V2=Wh*R2 = 48 lbs Moment Capacity Mn = 3.85 k-ft AISC Table 3-15 Modulus of Elasticity E = 29000 ksi Yielding Stress Fy = 35 ksi Front Pipe Moment M1=V1*h1 = 879 lb-ft Demand-Capacity Ratio DCR=M1/M„ = 0.23 <1 OK D+.6W Axial Load P = 1540 lbs D+.6W Length L = 6.28 ft Radius of Gyration r = 1.17 in2 Effective Length k = 2.1 _ TOE Euler Buckling Stress Fe kr)L z ( = 15.7 ksi Fy/Fe = 2.24<2.25 F„,.= 0.877Fe = 13.7 ksi r F F„,. = (0.658Fe)Fy = n/a ksi Area of Pipe Ag = 2.07 in2 Axial Capacity P=AgF,, = 28.42 kips Demand-Capacity Ratio DCR=Pa/P 0.05 <1 OK D+.6W Interaction Equation 0.255 <1 OK D+.6W Rear Pipe Moment M2=v2*h2 = 212 lb-ft Demand-Capacity Ratio DCR=M2 M. = 0.05 <1 OK D+.6W Axial Load Pa = 1540 lbs D+.6W Length L = 4.38 ft Radius of Gyration r = 1.17 in2 Effective Length k = 2.1 ,R2E Euler Buckling Stress Fe = kL z = 32.16 ksi (r) Fy/Fe = 1.09<2.25 F„,.= 0.877Fe = 28.2 ksi Fl F„,.=(0.658 )Fy = n/a ksi Area of Pipe Ag = 2.07 in2 Axial Capacity P=AgFa = 58.38 kips Demand-Capacity Ratio DCR=Pa/P = 0.03 <1 OK D+.6W Interaction Equation 0.07 <1 OK D+.6W III Concrete Footing Check-Upward Load Diameter of Footing B = 2 f Depth of Footing D = 4.5 ft Unit Weight of Concrete y = 150 pcf Footing Weight Pconc=BZ/4*n*D*y = 2121 lbs Vertical Load P„,=0.6*Cosa*W„P+0.69(Pp,.+P.n.) = -70 lbs Soil Capacity a = 1500 psf CBC Table 1806.2 Skin Friction fs = 250 psf CBC 1810.3.3.1.4 Skin Friction Force Fs=B*lt*D*fs = 7069 lbs Total Resisting Load F=Fs/0 = 7069 lbs Demand Capacity Ratio DCR=Pup/F = 0.01 <1 OK Downward Load Design Down Pdn=.6(Cos0*Wd„)+Pi,,+P.n. = 3631 lbs Demand Capacity Ratio DCR=Pda/F = 0.51 <1 OK Front Pipe Pole Footing Analysis Lateral Load P1=MAX[.6Wh,.7V] • = 409 lbs Width of Footing b = 2.00 ft Height of Column h1 = 2.15 ft CBC 2016 Lateral pressure slat = 100 pcf Load Pressure Increase a = 1.33 CBC 1806.1 Allowable Lateral Pressure 51 = 183 psf 2.34P _ A S ib = 2.62ft d=0.5A 1+ Ji+ A(4.36h)) = 4.11 ft Minimum Depth of footing = 4.25 ft Rear Pipe Pole Footing Analysis Lateral Load P2=MAX[.6Wh,.7V] = 269 lbs Width of Footing b = 2.00 ft Height of Column h2 = 4.38 ft CBC 2016 Lateral pressure slat = 100 pcf Load Pressure Increase a = 1.33 CBC 1806.1 Allowable Lateral Pressure S1 = 176 psf 2.34P _ A Sb = 1.79ft Sib (-A )) 4.36h d=0.5A(1+ 1+ = 3.95ft Minimum Depth of footing = 4.25 ft \. .. .. L I CITY OF ARCADIA TRE 2 ® 13 ���� PROTECTED TREE PERMIT ENCROACHMENT INTO O A PROTECTED ZONE K AI XDiA PLEASE COMPLETE THE FOLLOWING INFORMATION (REQUIRED) : PROJECT ADDRESS /3 0 5 Porleo lid. APPLICANT(S) NAME KOC n M /I7\ MAILING ADDRESS 3 5 3 L/ �n,1 ct LA1 11 n,1 (i S 70 / CITY Illurrt Oz, STATE (' ZIP. 9 &5 , 7 E-MAIL ADDRESS -, TELEPHONE NO. •175 _ 'l.r -.54/0 ? PROPERTY OWNER(S) NAME Da vi vl I.a i Ou van MAILING ADDRESS 1303 > —le() Rd CITY A re:Gi di. c. STATE C 6 ZIP f l o0 E-MAIL ADDRESS 0 up 1)9 ,s-s,2? Q j/11(4ri, lUnrt TELEPHONE NO. &JO 3.7q -- c3(6, S . ***PLEASE ANSWER THE THREE QUESTIONS ON PAGE 2*** THE APPLICANT AND PROPERTY OWNER HEREBY DECLARE UNDER PENALTY OF PERJURY THAT ALL THE INFORMATION SUBMITTED FOR THIS APPLICATION IS TRUE AND CORRECT. APPLICANTS S NATURE DATE /20;)c.) 7// 7/1/2320 PROPERTY O ERAS SIGNATURE DATE I+ ACTION TAKEN 0 APPROVED R CONDITIONALLY APPROVED 0 DENIED ) CONDITIONS OR REASONS FOR DENIAL: 4 U'&1e-Cr" -gyp 'PFGrlp-imea 49,4-[1 bt.tS I.L A 216c,g,is m ze-PoR-r. 2E7�i2-`- \.J4 S 13IP04.1c24 `7/z'/7. CJI �...sr u 0 to•,/ 1,.ltu I2—mt,.,,6. TV 4E1(Wet 07 I'7?'ti e71-1(re)TtE Fa e,E. PlArra 770•f t-tl.S LI S ' `/1 Zf- BY: 1--L (S I- DATE: i/Z 0 EXPIRATION: • / a(4 t ?Z ( ST7L`A.ePL7. THERE IS A TEN(1 0)DAY APPEAL PERIOD FOR THIS APPLICATION. APPEALS MUST BE SUBMITTED IN WRITING TO THE COMMUNITY DEVELOPMENT DIVISION WITH A$600.00 APPEAL FEE BY S-?✓O 4 P.M.ON I b 15t/ZO DATE FILED 1(11 Z ° RECEIPT NO. 7 s PAID t7 ECEIVED BY 6•1 • TRE 2/17 PLEASE ANSWER THE FOLLOWING QUESTIONS(REQUIRED) : A-separate sheet may be attached if necessary Note: Section 9704.8.1 of the Arcadia Municipal Code requires that all of the following questions be answered in detail to explain why the Protect tree(s)need to be encroached upon 1. Why is it necessary to encroach upon the tree(s)? Thi propose.S Sor lvcc. h`�� s 4c_ ,5 r pro 0/4,ca;oi', (ask :•����, , £ C / c'��C prou, A s ac ]c,. (ye 5I 7r1C f7oncsla�e Cl�reol ! Solar CS Cr 2. Why is encroachment upon the tree(s) more desirable than an alternative project.design? 1.7, SC/4< l ecl IOcccIio, i S 'r -c bQSf jc>s_42) O rCLJJ I /AA(' c--i- jI"r; n FCierjj9 til � 1�, n �c ny vtSi L / t 3. What mitigation measures are included in the project to ensure that encroachment will not eventually result in the loss of the protected tree(s)? l! e A ft0r,5.61:fee- • s co", r/vi ed �� �G� �n�f!rr s ,Sa/c prp 0.sc c/\ ivccY, c,n etre Cts 0-14 14 /0 frvi 11 r1C�7 I^'1pet �� 's if ij ii TRE -2- 2/17 . ©SERIES S U N P o W E R® SunPower®E-Series: E20-327 I E19-320 . ii ) SunPower® Residential . . . . . . . . . . _ . . ._ = . . , . AC Module . . . . . . . . . . • . ,„ Built specifically for use with the SunPower EquinoxIm system,the only fully " integrated solution designed,engineered,and warranted by one manufacturer. " Maximum Power. Minimalist Design. Viii ii Industry-leading efficiency means more power and savings . per available space.With fewer modules required and hidden microinverters,less is truly more. 2' Highest Lifetime Energy and Savings. d Designed to deliver 60%more energy over 25 years in real-world conditions like partial shade and high temperatures.' 150% 140% Fundamentally Different. ii 13015 And Better. 2090 SunPowermX-Series Up to �+ 110% 60% p1w1% more .�--_- l . 90 1 lifetime sow 1 _. .. ..M. energy m Conventional Module 1`\ \ cu 70% O 5 10 15 20 25 The SunPower®Maxeon®Solar Cell Years of operation • Enables highest-efficiency modules available.2 O Best Reliability. Best Warranty. • Unmatched reliability3 • Patented solid metal foundation 1� With more than 25 million modules deployed around o aerrra prevents breakage and corrosion the world,SunPower technology is proven to last.That's gip' 2sv1 , 77 why we stand behind our module and microinverter SunPowerComplete z s fj, a with the industrys best 25-year Combined Power and Confidence .-="sf` Product Warranty,including the highest Power Warranty "'"'�' in solar. ------ 81 100% Factory-integrated Microinverter oo- 96% a • Simpler,faster installation 3 94% - C 9215 • Integrated wire management, E 9 SunPower"' 12% rapid shutdown "CI 8615 E-Series and X-Series more 86% Conventional Module • Engineered and calibrated by asow power SunPower for SunPower modules n; 82% ; in year 8015 25 O 5 10 15 20 25 Years of operation • Datasheet E-Series: E20-327 I E19-320 SunPower®Residential AC Module AC Electrical Data Inverter Model:Enphase IQ 7X5(IQ7XS-96-ACM-US) @240 VAC @208 VAC Peak Output Power 320 VA 320 VA Max.Continuous Output Power 315 VA 315 VA Norr.(,..-L)Voltage/Range=(V) 240/211-264 208/183-229 Max.Continuous Output Current(A) 1.31 1.51 Max.Units per 20 A(LL)Branch Circuit' 12(single phase) 10(two pole)wye CEC Weighted Efficiency 97.5% 97.0% Now.Frequency 60 Hz Extended Frequency Range 47-68 Hz AC Short Circuit Fault Current Over 3 Cycles 5.8 A rms Overvoltage Class AC Port III AC Port Backfeed Current 18 mA ?ower Factor Setting 1.0 Power Factor(adjustable) 0.7 lead./ 0.7 lag. No active phase balancing for three-phase installations DC Power Data Warranties,Certifications,and Compliance SPR-E20-327-E-AC SPR-E19-320-E-AC Warranties •25-year limited power warranty Nom.Powerz(Pnom) 327 W 320 W • 25-year limited product warranty • Power Tol. +5/-0% +5/-0% UL 1703 •Module Efficiency20.4% 19.9% Certifications UL 1741/IEEE-1547 and •UL 1741 AC Module(Type 2 fire rated) Temp.Coef.(Power) -0.35%/°C -0.35%/°C Compliance 'UL 62109-1/IEC 62109-2 •FCC Part 15 Class B •Three bypass diodes •ICES-0003 Class B Shade Tol. •Integrated module-level maximum •CAN/CSA-C22.2 NO.107.1-01 power point tracking •CA Rule 21(UL 1741 SA)` - - - - - - (includes VoltNar and Reactive Power Priority) Tested Operating Conditions •UL Listed PV Rapid Shutdown Equipment° Operating Temp. -40°F to+185°F(-40°C to+85°C) Enables installation in accordance with: Max.Ambient Temp. 122°F(50°C) NEC 690.6(AC module) Max.Load Wind:62 psf,3000 Pa,305 kg/m,front&back •NEC 690.12 Rapid Shutdown(inside and outside the array) Snow:125 psf,6000 Pa,611 kg/m,front •NEC 690.15 AC Connectors,690.33(A)-(E)(1) Impact Resistance 1 inch(25 mm)diameter hail at 52 mph(23 m/s) When used with InvisiMount racking and InvisiMount accessories Mechanical Data (UL2703): - - - .Module grounding and bonding through InvisiMount Solar Cells 96 Monocrystalline Maxeon Gen III •Class A fire rated Front Glass High-transmission terns ered glass 1. When used with AC module Q Cables and accessories(UL 6703 and anti,reflective coating UL 2238)6: Environmental Rating Outdoor rated •Rated for load break disconnect Frame Class 1 black anodized(highest AAMA rating) PID Test Potential-induced degradation free Weight 42.9 lbs(19.5 kg) • 1558mm(613 in.) 1 Recommended Max. 1.3 in.(33 mm) , - Module Spacing I i 4 1 SunPower 360 W compared to a conventional module on same-sized arrays(260 W,16% 46 mm • efficient,approx.1.6 m21,4%more energy per watt(based on third-party module - ,` (1.13 In.) characterization and PVSim),0.75%/yr slower degradation(Campeau,Z.et al."SunPower ` Module Degradation Rate,"SunPower white paper,2013). 2 Based on search of datasheet values from websites of top 10 manufacturers per IHS,as of ""'• 1046 mm (` ' January2017. ',., 0. . R, f.-.3omm....r (412 in.) (12 in.) 3#1 rankin"Fraunhofer PV Durability Initiative forSolar Modules:Part 3."PVTech Power , I Magazine,2015.Campeau,Z.etal."SunPowerModuleDegradationRate,"SunPowerwhite paper,2013. j- 4Factory set to1547a-2014default settings.CARule 21 default settings profile set during 393mm r ` commissioning.See the Equinox Installation Guide#518101 for more information. (155in.) 5Standard Test Conditions(1000W/ Irradiance,AM1.5,25°C).NRELcalibration i m' standard:SOM5 current,LACCS FF and voltage.All DC voltage is fully contained within the I__._, . ,,,_____I module. I q37 mm 6 This product is UL Listed as PVRSE and conforms with NEC 2014 and NEC 2017 690.12; -...i 37mm and C22.1-2015 Rule 64-218 Rapid Shutdown of PV Systems,for AC and DC conductors; when installed according to manufacturer's instructions. ID AC MCCUE aaassltxrUnal See www.sunpower.corn/facts for more reference information. nI WO ry 1 ®Sp moreils,see ed aawwwjec oaiuttCOUNWINT Specifications Included in this datasheet are subject to change without notice. LISTED A"3uJVNPOWEry ©2018 SunPower Corporation.All Rights Reserved.SUNPOWER,the nodule Fire Performance:Type 2 SUN POWER logo and MAXEON are registered trademarks of SunPower Corporation in the U.S.and other countries as well.1-800-SUNPOWER. Please read the Safety and Installation Instructions for details. 531 948 RevA sunpower.com II p - ,- , ...., ,,,,--,-.,,,---4.,, r -rte 7.A(;::::.4„-,7-:-\ 74,',„,,,,, Y as . S.S � maVy. E_1 r- 1-- - - _ . . $ SI, . ar-,',.sa ss-. - --- SunPower® Energy.LinkTM I Residential and Commercial PVS6 Improve Support, Reduce Maintenance Costs SunPower EnergyLink—Plug-and-Play Installation An intuitive monitoring website enables you to: This complete solution for residential and commercial monitoring and • • See a visual map of customer sites control includes the SunPower®PV Supervisor 6(PVS6)which improves • Remotely manage hundreds of sites the installation process,overall system reliability,and customer • Receive elective system reports experience. • Locate system issues and remotely diagnose • Compact footprint for improved aesthetics • Diagnose issues online • Robust cloud connectivity and comprehensive local connectivity • Drill down for the status of individual devices • Flexible configuration of devices during installation •smot•,a E,,,,.�,aw,..� ,,,, _ Consumption metering — — •— ,„„ • Revenue-grade production metering(pending) • Web-based commissioning 1.•p_:• •���, ' ;�; Remote diagnostics of PVS6 and inverters �.1111111IIII 11111IIIIiI i'.-:47° �- .-r_'; • Durable UL Type 3R enclosure reduces maintenance costs m_ ---- • Easy integration with SunPower eBOS Add Value for Customers With the SunPower Monitoring System Robust Cloud Connectivity s H,1 F,JWER Multiple options to maintain optimal customers can: • See what their solar system produces each !, connectivity: day,month,or year 3 -- • Hardwired Ethernet • Optimize their solar investment and save on I • Wi-Fi energy expenses • Cellular backup • See their energy use and estimated bill savings • See their solar system's performance using the SunPower monitoring website or mobile app: , _—__. 7.:„.._ ._ . t--r -- 0 :."_:— , ". ., ,. r ,.., ,...____I 0 . Datasheet --.. _ _.�.._._ - - - - - -__ — —- -- - r ti-�� � _ - - - - b if ~'E �rr(' '`rte . P,x,r SunPower° EnergyLinkTM I Residential and Commercial PVS6 SunPower Monitoring Websites PVS6 - SunPower AC Modules -- .,._._ - .,„4,®µ 11111111dC��IIJiJ III11 ;'.;.:7 ..� 1 , Y'• '°._. ���111lIIIIIIIIIIII'u -:k- s Multiple communication options includeEthernet,Wi-Fi,and cellular. i Site Re•Uirernents Oseratin: Conditions Number of SunPower AC modules85 Temperature -22°F to+140°F(-30°C to+60°C) supported per PVS6 Humidity(maximum) 9596,non-condensing High-speed Internet access via accessible ' Internet access router or switch • 100-240 VAC(L-N),50 or 60 Hz Power • 208 VAC(L-L in 3-phase),60 Hz Communication RS-485 Inverters and meters • One channel of revenue-grade production metering Mechanical Integrated Metering • Two channels of consumption metering Weight 5.5 lbs(2.5 kg) Ethernet 1 LAN(or optional WAN)port Dimensions 11.8 x 8.0 x 4.2 in.(30.5 x 20.5 x 10.8 cm) PLC PLC for SunPower AC modules Enclosure rating UL50E Type 3R - WI-FI 802.11 b/g/n 2.4 GHz and 5 GHz Cellular LTE Cat-M1/3G UMTS ZIgBee IEEE 802.15.4 MAC,2.4GHz ISM band Web and Mobile Device Su.•ort Data Storage 60 days Customer site monitor.us.sunpower.com • Upgrades Automatic firmware upgrades Partner site pvsmgmt.us.sunpower.com Browsers Firefox,Safari,and Chrome Mobile devices iPhonea,iPada,and AndroidTm Customer app 1.Create account online at:monitor.us,sunpower.com. Warranty and Certifications _ 2.On a mobile device,download the SunPower Monitoring 10-year Limited Warranty app from Apple App Stores'or Google Playrustore. 3.Sign in using account email and password. Certifications UL,cUL CE,UL 61010-1�'1aaanndd-2,FCC Part 15(Class B) LISTED FCC ID:YAW529027 E503346 530536 RevC 02619SunPower SmPo porarpoAll rights onaendiPadaed ra-r RSUN POWERicsofApand lnc.A Yrc da dGooalePlaaor rev-ad made suNpowER. tered trademar1sofSunPower Corporation.iPhoneandi Padare�registered Era demaria ofApple Inr_AndroidandGoogie Playa re 000leInMothartradernarksare the propertyof their re pe eowners.Spetiricationsincludedinthisdatasheetaresubjettio change withoutrw5ce. Datasheet /JL IRONRIDGE Ground Mount System 1 { s` / / ' ,/,/ • , / M l ' li d ' / r Mount on all terrains, in no time. The IronRidge Ground Mount System combines our XR1000 rails with locally-sourced steel pipes or mechanical tubing, to create a cost-effective structurecapable of handling any site or terrain challenge. Installation is simple with only a few structural components and no drilling, welding, or heavy machinery required. In addition, the system works with a variety of foundation options, including concrete piers and driven piles. Rugged Construction PE Certified Engineered steel and aluminum ® Pre-stamped engineering letters components ensure durability. available in most states. UL 2703 Listed System Design Software ® Meets newest effective UL 2703 1111 Online tool generates engineering standard. values and bill of materials. O Flexible Architecture 25-Year Warranty 01 00 Multiple foundation and array Products guaranteed to be free configuration options. of impairing defects. • Datasheet >.:- ..,ffiFr� 7 ^' ", 7Biu i - � �- c _-- -, ,\ - '# . i If � `am9.f f � (3, 360°Product Tour '"wVisit ironridge.com 31 , - Substructure w' Top Caps Bonded Rail Connectors Q Diagonal Braces Cross Pipe&Piers , -,'-`, IQ '3/ elliall11111.11111111111 1) •) j., 11 ,,:X j.''/' _ �. Connect vertical and cross Attach and bond Rail Optional Brace provides Steel pipes or mechanical pipes. Assembly to cross pipes. additional support. tubing for substructure. - Rail Assembly XR1000 Rails UFOs 0 Stopper Sleeves Q CAMO 0 I . �; r .. 11111111111.1'— Curved rails increase Universal Fastening Objects Snap onto the UFO to turn Bond modules to rails while spanning capabilities. bond modules to rails. into a bonded end clamp. staying completely hidden. - Resources ----. '_-.--1 Design Assistant lo,, A 4 NABCEP Certified Training -: • Go from rough layout to fully "•4' lir Earn free continuing education credits,A I- while learning more about our systems. engineered system. For free. _ -• - _ _ i Go to ironridge.com/design `Sr Go to ironridge.com/training ©2018 IronRidge,Inc.All rights reserved.U.S.Patents:#8,695,290;#9,819,303;#9,865,938;Others Pending.Version 1.40 ®A�® Cut Sheet "AIL. IRON RIDGE XR1000 Rail See Descri tion/Lengt• s .71 .46 Rail Section Properties Property Value Total Cross-Sectional Area 0.807 int Section Modulus (X-axis) 0.530 in3 Moment of Inertia (X-axis) 0.843 in4 Moment of Inertia (Y-axis) 0.182 in4 2.88 Torsional Constant 0.436 in3 3.00 2.53 Polar Moment of Inertia 0.330 in4 J .58 1.57 — Clear Part Black Part j Number Number Description/Length Material Weight XR-1000-132A XR-1000-132B XR1000,Rail 132" (11 Feet) 10.97 lbs. 6000 Series XR-1000-168A XR-1000-1688 XR1000,Rail 168" (14 Feet) Aluminum 13.96 lbs. I XR-1000-204A XR-1000-204B XR1000,Rail 204' (17 Feet) 16.95 lbs. v1.0 F • GROUND MOUNT \v-%Itillik\**11/4 \ '' I *, • *\ 1".*\,. .4\ 1 I\ , .-11''- \ ' \' INSTALLATION MANUAL 'AL IRON RIDGE - CONTENTS ��� DISCLAIMER 1 RATINGS 2 MARKINGS 2 CHECKLIST 3 1,BUILD BASE 4 2,CONNECT SUBSTRUCTURE 4 3,PLACE RAILS 5 4,SECURE LUGS 5 5.SECURE MODULES 6 CAMO 7 ELECTRICAL DIAGRAM 8 DIAGONAL BRACES(OPTIONAL) 9 END CAPS 9 WIRE CLIPS 9 SPLICING CROSS PIPE 10 MICROINVERTER KITS 11 SYSTEMS USING ENPHASE MICROINVERTERS OR SUNPOWER.AC MODULES 11 SYSTEMS USING MICROSTORAGE PRODUCTS 12 FRAMELESS MODULE KITS 12 MODULE COMPATIBILITY 13 MODULE COMPATIBILITY 14 MODULE COMPATIBILITY 15 MODULE COMPATIBILITY 16 DISCLAIMER This manual describes proper installation procedures and provides necessary standards required for product reliability. Warranty details are available on website.All installers must thoroughly read this manual and have a clear understanding of the installation procedures prior to installation. Failure to follow these guidelines may result in property damage, bodily injury or even death. IT IS THE INSTALLER'S RESPONSIBILITY TO: • Ensure safe installation of all electrical aspects of the array.All electrical installation and procedures should be conducted by a licensed and bonded electrician or solar contractor. Routine maintenance of a module or panel shall not involve breaking or disturbing the bonding path of the system.All work must comply with national, state and local installation procedures, product and safety standards. • Comply with all applicable local or national building and fire codes, including any that may supersede this manual. • Ensure all products are appropriate for the installation, environment, and array under the site's loading conditions. • Use only IronRidge parts or parts recommended by IronRidge;substituting parts may void any applicable warranty. • Review the Design Assistant and Certification Letters to confirm design specifications. • Ensure provided information is accurate. Issues resulting from inaccurate information are the installer's responsibility. • Validate foundation parameters prior to installation, as a local geotechnical report may be required to assess ground conditions. We recommend consulting with a local engineer familiar with local regulations and build site requirements, including soil conditions,terrain and load criteria.All parameters may impact foundation requirements. • Ensure bare copper grounding wire does not contact aluminum and zinc-plated steel components,to prevent risk of galvanic corrosion. • If loose components or loose fasteners are found during periodic inspection, re-tighten immediately. If corrosion is found, replace affected components immediately. • Provide an appropriate method of direct-to-earth grounding according to the latest edition of the National Electrical Code, including NEC 250:Grounding and Bonding, and NEC 690:Solar Photovoltaic Systems. • Disconnect AC power before servicing or removing modules,AC modules, microinverters and power optimizers. • Review module manufacturer's documentation for compatibility and compliance with warranty terms and conditions. ©2019 IRONRIDGE,INC.VERSION 2.3 GROUND MOUNT INSTALLATION MANUAL-1 RATINGS UL 2703 LISTED ceus #5003225 Intertek • Conforms to STD UL 2703 (2015)Standard for Safety First Edition: Mounting Systems, Mounting Devices, Clamping/ Retention Devices, and Ground Lugs for Use with Flat-Plate Photovoltaic Modules and Panels. • Certified to CSA STD LTR AE-001-2012 Photovoltaic Module Racking Systems. • Max Overcurrent Protective Device(OCPD) Rating:25A • Max Module Size:24ft2 • Max Frameless Module Size for Canadian LTR-AE: 19.5 ft2 • CAMO Specific Allowable Design Load Rating:50 PSF downward, 50 PSF upward, 15 PSF lateral • LTR AE Canadian Load Rating:2400 Pa • System Level Allowable Design Load Rating:meets minimum requirements of the standard(10 PSF downward, 5 PSF upward, 5 PSF lateral).Actual system structural capacity is defined by PE stamped certification letters. CLASS A SYSTEM FIRE RATING PER UL 2703 • Not Fire Rated STRUCTURAL CERTIFICATION • Designed and Certified for Compliance with the International Building Code&ASCE/SEI-7 MARKINGS Product markings are located on the system's Rail Connectors. cM ®e� Ug ©2019 IRONRIDGE,INC.VERSION 2.3 GROUND MOUNT INSTALLATION MANUAL-2 PRE-INSTALLATION IRONRIDGE COMPONENTS ❑ Verify module compatibility. See Page 12 for info. - ❑ Purchase 2"or 3"ASTM A53 Grade B Schedule 40 Pipe, galvanized to a min of ASTM A653 G90 or ASTM A123 G35, or 2.375"or 3.500"Allied Mechanical Tubing with Gatorshield or FlowCoat Zinc coating (ASTM A1057). 4 a, XR100&XR1000 Rail Rail Connector TOOLS REQUIRED ❑ Post Hole Digger or Powered Auger ❑ Socket Drive(7/16", 9/16", and 1/2"Sockets) ❑ Torque Wrenches(0-240 in-lbs and 10-40 ft-lbs) Ir114 0.1 ❑ Transit, String Line, or Laser Level Top Cap UFO ❑ 3/16"Allen Head TORQUE VALUES sal 6 P4 ❑ Top Cap Set Screws(3/16"Allen Head) ❑ Schedule 40 Grade B Pipe:20 ft-lbs Stopper Sleeve CAMO ❑ 2."Allied Mechanical Tubing: 11 ft-lbs ❑ 3"Allied Mechanical Tubing:16 ft-lbs ‹O. ®; 1141010 Top Cap U-Bolt Nuts(9/16"Socket): 15 ft-lbs - Clirres ❑ Rail Connector Bracket Nuts(9/16"Socket):21 ft-lbs ❑ Rail Connector U-Bolt Nuts(9/16"Socket):60 in-lbs Grounding Lug Microinverter Kit ❑ Grounding Lug Nuts(7/16"Socket):80 in-lbs O Grounding Lug Terminal Screws(7/16 Socket):20 in-lbs ❑ Universal Fastening Objects(7/16"Socket):80 in-lbs ❑ Diagonal Brace Set Screws(1/2"Socket): 15 ft-lbs r �° U Diagonal Brace Bolts(1/2"Socket):40 ft-lbs Diagonal Brace End Cap Wire Clip O Microinverter Kit Nuts(7/16"Socket):80 in-lbs ❑ Frameless Module Kit Nuts(7/16"Socket):80 in-lbs 4 If using previous version of:Integrated Grounding Mid Clamps, Grounding Lug,End Clamps,and Expansion Joints please refer to Alternate Components Addendum(Version 1.30). If installing on a low slope roof please refer to Ground Mount for Frameless Module Kit Frameless End/Mid Clamp Flat Roof Applications Addendum(Version 2.0). 0 2019 IRONRIDGE,INC.VERSION 2.3 GROUND MOUNT INSTALLATION MANUAL-3 , 1. BUILD BASE �� A.MARK LOCATIONS O Establish pier locations.Once grid of pier locations has G7 G7 G7 been set,verify all angles are square. liamimir 2 Spacing varies with load conditions.Consult engineering specs. II EN TN TN ICJ ICJ ICJ B.POSITION PIERS O Excavate the foundation holes. Insert vertical piers into TVertical Pier/ Level Tops foundation holes, and pour in concrete mixture. Ensure (Schedule 40 Pipe) vertical piers are plumb, level, square, and placed in parallel rows. Level the tops so they are even. Level Ground x'90.4 Brace piers until concrete foundation has cured. I -^T / 9 In some cases,cross bracing is required to provide extra support / / for piers.If required,install Diagonal Braces at this time. / % Concrete // l / Depth / /j P / 1!d Depth / / v fi 2. CONNECT SUBSTRUCTURE A.MOUNT TOP CAPS O Mount a Top Cap on each pier. Wait to tighten set screws. 9 If using Diagonal Braces,install them prior to Top Caps. o ._.. 6> IthiTio B.LAY CROSS PIPE 0 Set cross pipes or tubing in Top Cap grooves.Attach with 3/8"U-bolts,flange nuts,flat washers, and lock washers. air Torque U-bolts to 15 ft-lbs and align assembly. Torque Top Cap set screws to 20 ft-lbs for Schedule 40 Grade B Pipe, 11 ft-lbs for 2"Allied Mechanical Tubing, - Set and 16 ft-lbs for 3"Allied Mechanical Tubing. schedule ao d Screws Pipe:20 ft-lbs u-Bolt 2'Allied Tubing:11 ft-lbs 15 ft lbs 4 To join more than one section of cross pipe,see Page 10. s•Allied Tubing:16 ft-lbs ©2019 IRONRIDGE,INC.VERSION 2.3 GROUND MOUNT INSTALLATION MANUAL-4 3. PLACE RAILS 'AI& A.ATTACH HARDWARE O On the ground, attach Rail Connector brackets to rail by sliding 3/8"-16 bonding bolts into side slot.Space out to match pier spacing.With brackets in place,finger tighten flange nuts onto bolts. 9 Tape ends of rail,to keep bolts from sliding out while moving. 0 14 B.FASTEN CONNECTORS 0 Center rails on cross pipes, leaving equal distance on Bracket ends.Secure with Rail Connector hardware:3/8"-16 21 nabs U-bolts,flange nuts,flat washers, and lock washers. 60 in-clbs Torque U-bolt nuts to 60 in-lbs and bracket to 21 ft-lbs. /iii - 9 Spacing between rails should align with module manufacturer 0 ,_ recommended clamping locations. lir IIIIIIIIMMI 4. SECURE LUGS Terminal Screw GROUNDING LUGS `� (20 in-lbs) .J� - Insert T bolt in top rail slot and torque hex nut to 80 in- `li lbs. Install a minimum 10 AWG solid copper or stranded 0 1°I / grounding wire.Torque terminal screw to 20 in-lbs. 9 Only one Grounding Lug required per continuous subarray, ..----------'""----...,,,„...\i regardless of subarray size(Unless frameless modules are used, see Page 10). Hex Nut 9 If using Enphase microinverters or Sunpower AC modules, ri (eo in-lbs) ....s.....'''.....s.'.............''.•...-J.. )- Grounding Lugs may not be needed.See Page 11 for more info. 9 Grounding Lugs can be installed anywhere along the rail and in either orientation shown. 9 Grounding Lugs are intended to for use with one solid or stranded copper wire,conductor size 10-4AWG. ©2019 IRONRIDGE,INC.VERSION 2.3 GROUND MOUNT INSTALLATION MANUAL-5 5. SECURE MODULES 'ilk A.SECURE FIRST END 0 UFO Place first module in position on rails, a minimum of 1" 80lnabs /, from rail ends. Snap Stopper Sleeves onto UFO. Fasten 01.111,4;7,;;;;_i'rl!"1, „module to rail using the UFO,ensuring that the UFO isiriihooked over the top of the module.Torque to 80 in-lbs. /' %' 9 Ensure rails are square before placing modules. -' .1111111 9 Hold Stopper Sleeves on end while torquing to prevent rotation. irf �• �9 If using CAMO instead of UFO+Stopper Sleeve,refer to Page 7 it for CAMO installation procedure. B.SECURE NEXT MODULES 0 Place UFO into each rail, placing them flush against first \�_ _-_� _____� ___ -\\ —\\_ 'I '.__ module.Slide second module against UFO.Torque to 80 i .1\.-..—��—� ��_-�uF --\\--s- � in-lbs. Repeat for each following module. -\�--_\\._—��- �� BOIQ-lbs \� \��- \\ ��,���-�� 9 When reinstalling UFO,move modules a minimum of 1/16” so ��\-----\\___ -- --- UFOs are in contact with a new section of module frame. 9 When UFOs are loosened and re-tightened,ensure UFO T bolt ' bottoms out in rail channel before re-torquing UFO to achieve full ::::::::r:::Il rail ', �9. i�� r ``•�L% \�\� �. C.SECURE LAST END 0 / .% _ >� - Placelast module in position on rails,a minimum of 1" _ from rail ends.Snap Stopper Sleeves onto UFO. Secure '_ Z/ _ - Z.? _ --.%?. ,_:_ -_Z;,,-_.- :._:,i ....,7 _,_ UFO Clamps on rails, ensuring they are hooked over top of module.Torque to 80 in-lbs. w 9 Hold Stopper Sleeves on end while torquing to prevent rotation. ��4,,-.-1-,_,....:9 If using CAMO instead of UFO+Stopper Sleeve,refer to Page 7 for CAMO installation procedure. D.REPEAT STEPS O Secure remaining module rows, leaving a minimum 3/8" ailair gap between rows. 9 If using End Caps,refer to Page 9. ft4ltf it**AilWiraiggir it /, sior ilipmilm,ilip ik ViST ar 2019 IRONRIDGE,INC.VERSION 2.3 GROUND MOUNT INSTALLATION MANUAL-6 CRMO ��� A.SLIDE INTO RAIL 0 Ir Slide CAMO into rail channel far enough to clear the / module frame. CAMO requires 6"of clearance from end of °' rail. `^,. ani B.PLACE MODULE 0 -.,%. -i ,y _ti Place module on rails(module cells not shown for clarity). itis,". i When installing CAMO the module can overhang the rail %",i,;-l � no more than 1/4". . -,...;-"-- ,,=;'''' :. -"-- '`' , -� i', C.PULL TOWARDS END O Pull CAMO towards rail ends,at 45 degree angle, so the .. ,-- bonding bolt contacts the module flange edge. �' � t ;r liSr sy � e. D.SECURE TO FRAME O Rotate handle with an upwards motion until CAMO snaps ,,, into rail channel. Ensure CAMO bonding pins are fully r' . '� seated on top of module frame. ,..--;,- --- „.-3,,,...7:„.„---- h ',; \� FRAME COMPATIBILITY 1 CAMO has been tested or evaluated with all modules i Module Glass/Cells listed in the Module Compatibility section having frames j ! within the referenced dimensions. Be sure the specific module being used meets the dimension requirements. Frame Compatibility: 4 For installations with Hanwha Q CELLS modules with 32 mm I X=1.2-2.2 mm frame heights,the maximum ground snow is 45 PSF(33 PSF Y=15-40 mm module pressure). iiY . Q CAMO is not compatible with Canadian Solar modules. i L___i i- -----” �x —. 2019 IRONRIDGE,INC.VERSION 2.3 GROUND MOUNT INSTALLATION MANUAL-7 ELECTRICAL DIAGRAM lr IIIII III III O 000 1^I IAI I 1 1 1 1 1 I I UFO or I I , � CAMO • Grounding Lug* I I II I I I I I I I 1 1 1 I I I I I Fault Current I Min 10 AWG* I I I 1I I I I I I Ground Path — Copper Wire 0000 s!1 I I 11 I I 1 I I 1 I I I Cross Pipe 1 I 1- -I 4- -I - - - 4- -I + -I - ,, EI I I I I I I > '� 111 I I I I I I I I I I I I I 1 I I I 11 1 1 O 000 1 I 1 I 11 I 1 I 1 I I I I I } 1 I 1 1 1 1 II (V Optional Cross Brace • :JIM4f 1 I I 1 I 1 N I I C✓ WI I I I I 11 I I I I I I I I I J- I c.k> 11 I I I I I 0 0 0110 0 Bonding Points F—Fault Current Ground Path I II I 1 1 I Section View I I 1 1 1 1 Cross Pipe I I *Grounding Lugs and wire are not required in systems using _ L J 1J - _ _ 1 _1 - - - - - - 1 -1 - - certain Enphase microinverters or certain Sunpower modules. I ' ' ' > Equipment grounding is achieved with the Engage cable for - T 1 T 7 - - - T 1 T 1 - - Enphase or the AC module cable system for Sunpower via their I I 1 I I I I I integrated EGC. I I 1 1 11 O 000 1<,--...-1 1 1 14----- I 1 I I 1 1 11 1 I I I I I I I 1 I I I I I I I 1 I I I 1 1 1 1 1 I I I I I is'i( Ne1 i I 0000 `d 1 III II Plan View *Only one Grounding Lug required per continuous subarray. ©2019 IRONRIDGE,INC.VERSION 2.3 GROUND MOUNT INSTALLATION MANUAL-8 DIAGONAL BRACES (OPTIONAL) ZA116.. • Slide sleeve on north pier 2-3"above the ground (6"max). Attach Diagonal Brace to sleeve with 1/2"hardware. Slide second sleeve up on south pier 2-3"below top cap (6"max). Raise Diagonal Brace to align holes in sleeve and brace.Attach hardware and raise sleeve to full extent. Torque Diagonal Brace bolts to 40 ft-lbs.Torque set Set Screws screws to 15 ft-lbs. 15 ft-lbs Diagonal Brace.Bolts y ' L,,/' 40 ft-lbs • Diagonal Brace 31' yl Sleeve South Pier North Pier END CAPS End Caps add a completed look and keep debris and pests from collecting inside rail. ( \ Firmly press End Cap onto rail end. `rye Q End Caps come insets of left and right Check that the proper (� (�, amount of each has been provided. �/]_ 4 For open-structure installations,you can use adhesive to secure kiQ, the End Caps. : �VO\ 1/4 WIRE CLIPS Wire Clips offer a simple wire management solution. Press Clip Snap Clip into Slot Closed Firmly press Wire Clip into top rail slot. Open clip and insert electrical wire accordingly. Close clip once complete. (��� IZZP- 1114 Run re •`� ©2019 IRONRIDGE,INC.VERSION 2.3 GROUND MOUNT INSTALLATION MANUAL-9 . , SPLICING CROSS PIPE /AIL The following instructions should be followed, when O required,to join more than one section of cross pipe together to ensure bonding is maintained throughout the system. Cross Pipe Infernal Spice Cross Pipe A.ALLIED MECHANICAL TUBING SPLICES ----------` — r____--------------— — tt-lbs tube splices shown in the table below shall be C' ' of equivalent Allied Flowcoat or Gatorshield zinc coating. 125 r - - ----- ----------- ----- ----- ----- — -- 3.50. Mechanical Tube Size of the Structure Splice Tube Size 12.0" 2.375"OD, 12 Gauge 2.000"OD, 9 Gauge, I Minimum 12"Long 3.500"OD, 8 Gauge 3.000"OD, 12 Gauge, BO Minimum 12" Long Insert splice tube 6"into first section of cross pipe and se- Cross Pipe cure with 2 self-drilling screws(1/4"-14 x 34"),spacing them approximately 1.25"from end of pipe and approximately 3.50"apart,tightening screws to 9 ft-lbs. Slide second section of cross pipe over splice tube and •`• secure with two more self-drilling screws.Tighten screws , to 9 ft-lbs. }� 1 oil 4 cif 43, 9 Pre-drill 5/32"pilot holes through cross pipe and splice tube for ,};;+' ;;: _ _ • Viet easier installation of self-drilling screws. ,—. 1 B.SCHEDULE 40 GRADE B PIPE SPLICES N Threaded Coupling Use galvanized threaded pipe couplings that match the pipe size used for the structure.Threaded Schedule 40 Grade B Pipe must be used when splicing cross pipe 0 together. Maximum ' Fully thread coupling onto both sections of pipe being aP of 1/2 spliced together. Cross Pipe Cross Pipe 9 To ensure structural integrity of cross pipes,mechanical tube or II I coupling splices are not permitted In end spans or in middle 1/3 of interior cross pipe spans. ' I Weir ii C.CROSS PIPES CAN BE JOINED OVER AN INTERIOR iii iI TOP CAP WITH A MAXIMUM GAP OF 1/2" Top Cap -10 9 To avoid potential problems from the effects of thermal expansion,a maximum total continuous cross pipe length of 100 ft is recommended. Pier ©2019 IRONRIDGE,INC.VERSION 2.3 GROUND MOUNT INSTALLATION MANUAL-10 MICROINVERTER KITS Use IronRidge's Microinverter Kit to bond compatible microinverters and power optimizers to the racking system. One Microinverter Kit Required Insert Microinverter Kit bolt into top rail slot. Place ((80 Inaba) T compatible microinverter or power optimizer into position and tighten hex nut to 80 in-lbs. Q If installing in areas with ground snow loads greater than 40 psf, install MLPE devices directly next to module frame edge COMPATIBLE PRODUCTS Enphase M250-72,250-60,M215-60,C250-72,S230,S280,IQ 6,IQ 6+,IQ 107,IQ 7A,IQ 7+,IQ 7X,Q Aggregator Parton MIG240,MIG300,G320,G640 Solar Edge P300,P320,P340,P370,P400,P405,P485,P505,P600,P700, P730,P800p,P800s,P850,P860 .-. SMA RoofCommKit-P2-US,TS4-R Module Retrofit Kits(TS4-R-S, TS4-R-O,TS4-R-F) Tigo Tigo Access Point(TAP),TS4-R-X(where X can be 0,S,F,or M), (whereS, M),TS4-A-F,TS4- On AP systems equipment TS4-R-X-DUO X can be 0, orremove Grounding Washer A-2F,TS4-A-0,TS4-A-O-DUO AP Systems QS1,YC600 ' 4 Remove Grounding Washer on AP Systems QS1 and YC600 inverters before installing to XR rails. Twots MicReqroiuirenverterd Id 4 Remove the Stainless Steel Clip on Tigo-"A"MLPE Devices o- (so in-lbs) before attaching to XR rails. 4 Use the number of IronRidge Microinverter kits allowed by the MLPE mounting flange.Some will require 1 kit and others 2 kits. SYSTEMS USING ENPHASE MICROINVERTERS OR SUNPOWER AC MODULES IronRidge systems using approved Enphase products or SunPower modules eliminate the need for lay-in lugs and field installed equipment grounding conductors(EGC).This solution meets the requirements of UL 2703 for bonding and grounding and is included in this listing. COMPATIBLE PRODUCTS Modules with model identifier Ab-xxx-YY and InvisiMount(G5)46mm frame;where"A"is either E,or X;"b"can be 17,18,19,20,21,or 22; and"YY"can be C-AC,D-AC,BLK-C-AC,or BLK-D-AC. Enphase Microinverters M250-72,M250-60,M215-60,C250-72,and Engage cables ETI0(-240,ET)0208,ETXX-277. Q A minimum of two inverters mounted to the same rail and connected to the same Engage cable are required. 4 The microinverters or SunpowerAC modules must be used with a maximum 20 A branch rated overcurrent protection device(OCPD). 4 If an AC module is removed from a circuit for maintenance,you must first disconnect AC power and then install a temporary EGC to bridge the gap by inserting an AC extension cable(or via other NEC-compliant means),in order to maintain effective ground continuity to subsequent modules. ©2019 IRONRIDGE,INC.VERSION 2.3 GROUND MOUNT INSTALLATION MANUAL-11 SYSTEMS USING MICROSTORAGE PRODUCTS Use IronRidge's Microinverter Kit to bond compatible microstroage devices to the racking system. Insert Microinverter Kit T-bolt into top rail slot. Place compatible microstorage into position and tighten hex nut to 80 in-lbs. I COMPATIBLE PRODUCTS Microinvertew ElIAZR (80 in4bs) PHAZR Devices PHAZR-X,where X is 6-12. is • 4 Running a separate equipment grounding conductor to the PHAZRs is not required. " Q If installing in areas with ground snow loads greater than 40 psf and underneath a module,Install PHAZR devices as close as possible to !< module frame edge. 4 Use the number of Iron Ridge Microlnverter kits allowed by the microstorage mounting flange.Some will require 1 kit and others 2 kits. FRAMELESS MODULE KITS Insert Frameless Kit T bolt in top rail slot. Place star washer over T bolt, allowing it to rest on top of rail. Secure module clamps with a hex nut and torque to 80 in-lbs. Place Star Washer COMPATIBLE PRODUCTS N ----- Sunforson. Sunforson sliver or black SFS-UTMC-200(B)mid and SFS-UTEC- 200(B)end clamps. Sunpreme Sunpreme silver or black mid and end clamps with part numbers 7500105X where"X"is 1,5,6 or 7. lronridge Y� IronRidge silver or black mid and end clamps with part numbers FMLS-XC-001-Y where"X"is E or M and"Y"is B or blank. Module Clamp (80 in-lbs) Grounding Lugs Required on Every Rail 4 Follow module manufacturer's installation Instructions to install the module clamps. 9 Frameless modules require using a Grounding Lug on every —�—` rail. 4 For Sunpreme Modules Only:If required to use slide prevention hardware,see Module Slide Prevention Addendum(Version 1.10). ©2019 IRONRIDGE,INC.VERSION 2.3 GROUND MOUNT INSTALLATION MANUAL-12 MODULE COMPATIBILITY The Ground Mount System may be used to ground and/or mount a PV module complying with UL 2703 only when the specific module has been evaluated for grounding and/or mounting in compliance with the included instructions. Unless otherwise noted, "xxx"refers to the module power rating and both black and silver frames are included in the certification. MAKE MODELS Amerisolar modules with 35,40 and 50 mm frames AS-bYxxxZ Where"b"can be 5 or 6;"Y"can be M, Amerisolar P, M27, P27, M30,or P30;"xxx"is the module power rating;and"Z"can be blank,W or WB Aptos modules with 35 and 40 mm frames DNA-yy-zz23-xxx Where"yy"can be 120 or 144;"zz"can be Aptos MF or BF;and""xxx"is the module power rating Astronergy modules with 30,35,40 and 45 mm frames aaSMbbyyC/zz-xxx Where"aa"can be CH or Astronergy Solar A;"bb"can be 60,66,or 72;"yJ'can be blank, 10 or 12;"C"can M, P, M(BL), M-HC, M(BL)-HC, P-HC, M(DG),or M(DGT);"zz"can be blank, HV, F-B,or F-BH ;and xxx is the module power rating Astronergy frameless modules CHSM6610P(DG)-xxx Where"xxx"is the module power rating ASUN ASUN modules with 35 and 40 mm frames ASUN-xxx-YYZZ-aa Where"xxx"is the module power rating;"YY"can be 60 or 72;"ZZ"can be M,or MH5;and"aa"can be blank or BB Auxin modules with 40 mm frames AXN6y6zAxxx Where"y"can be M or P;"z"can be 08,09, 10, 11,or Auxin 12;"A"can be F or T;and"xxx"is the module power rating Axitec Modules with 35 and 40 mm frames AC-xxxY/aaZZb Where"xxx"is the module power rating;"Y" Axitec can be M, P or MH;"aa"can be blank, 125-or 156-;"ZZ"can be 54,60,72, 120,or 144;"b"can be S or SB Boviet Boviet modules with 35 and 40mm frames BVM66aaYY xxxBB Where"aa"can be 9, 10 or 12;"YY"is M or P;"xxx"is the module power rating;and"BB"can be blank or L BYD BYD modules with 35 mm frames BYlloocAY ZZ Where"xxx"is the module power rating;"A"can be M6, P6, MH or PH; "Y"can be C or K;and"ZZ"can be 30 or 36 Canadian.Solar modules with 30,35 and 40 mm frames CSbYxxxZ Where"b"can be 1,3 or 6;"Y"can be H, K, P, U,V,W,or X;"xxx"refers to the module power rating;and"Z"can be M, P, MS, PX, M-SD, Canadian Solar P-AG, P-SD,MB-AG, PB-AG, MS-AG,or MS-SD Canadian Solar frameless modules CSbY xxx-Z Where"b"can be 3 or 6;"V"is K, P, U,or X;"xxx"is the module power rating,and"Z"can be M-FG, MS-FG, P-FG, MB-FG,or PB-FG CertainTeed CertainTeed modules with 35 and 40 frames CTxxxYZZ-AA Where"xxx"is the module power rating;"Y" can be M, P or HC;"ZZ"can be 00,01, 10,or 11;and"AA"can be 01,02,03 or 04 CSUN Csun modules with 35 and 40 mm frames YYxxx-zzAbb Where"YY"is CSUN or SST;xxx is the module power rating;"zz"is blank,60,or 72;and"A"is blank, P or M;"bb"is blank, BB, BW,or ROOF Ecosolargy modules with 35,40 and 50 mm frames ECthoocYzzA-bbD Where"xxx"is the module power Ecosolargy rating;"Y"can be A, H,S,or T;"zz"can be 125 or 156;"A"can be M or P;"bb"can be 60 or 72;and"D" can be blank or B 2019 IRONRIDGE,INC.VERSION 2.3 GROUND MOUNT INSTALLATION MANUAL-13 MODULE COMPATIBILITY ET Solar modules with 35,40 and 50 mm frames ET-Y6ZZxxxAA Where"Y"can be P, L,or M;"ZZ' ET Solar can be 60 or 72;"xxx"refers to the module power rating;and"AA"can be WB,WW, BB,WBG,WWG, WBAC,WBCO,WWCO,WWBCO or BBAC Flex modules with 35,40 and 50 mm frames and model identifier FXS-xxxYY ZZ;where"xxx"is the Flex module power rating;"YY"can be BB or BC;and"ZZ"can be MAA1B, MAA1W, MAB1W,SAA1B, SAA1W,SAC1B,SAC1W,SAD1W,SBA1B,SBA1W, SBC1B,or SBC1W GCL GCL modules with 35 mm and 40 mm frames GCL-ab/YY xxx Where"a"can be M or P;"b"can be 3 or 6;"YY"can be 60,72,72H,or 72DH;and xxx is the module power rating Gigawatt Solar Gigawatt modules with 40 mm frames GWxY xxY Where"xxx refers to the module power rating;and "YY"can be either PB or MB Hansol Hansol modules with 35 and 40 frames HSxxxYYzz Where"xxx"is the module power rating;"YY"can be PB, PD, PE,TB,TD, UB, UD,or UE;and"zz"can be AH2,AN1,AN3,AN4, HV1,or JH2 Hanwha SolarxxHanwha Solar modules with 40,45,and 50 mm frames HSLaaP6-YY 1-xxxZ Where"aa"can be either 60 or 72;"YY"can be PA or PB; x refers to the module power rating;and"Z"can be blank or B Hanwha Q CELLS Modules with 32,35,40,and 42mm frames and model identifier aaYY-ZZ-xxx where"aa"can be Q.or B.;"YY"can be PLUS, PRO, PEAK, LINE PRO, LINE PLUS, PLUS DUO or PEAK DUO;and"ZZ"can be G3,G3.1,G4,G4.1, L-G2, L-G2.3, L-G3, L-G3.1, L-G3y, L-G4, L-G4.2, Hanwha Q CELLS L-G4y, LG4.2/TAA, BFR-G3, BLK-G3, BFR-G3.1, BLK-G3.1, BFR-G4, BFR-G4.1, BFR G4.3, BLK-G4.1, G4/SC,G4.1/SC,G4.1/TAA,G4.1/MAX, BFR G4.1/TAA, BFR G4.1/MAX, BLK G4.1/TAA, BLK G4.1/ SC, EC-G4.4, G5, BLK-G5, L-G5, L-G5.1, L-G5.2, L-G5.2/H, L-G5.3, G6,G6+, BLK-G6, L-G6, L-G6.1, L-G6.2, L-G6.3,G7, BLK-G6+, BLK-G7,G7.2,G8, BLK-G8,G8+, BLK-G8+L-G7, L-G7.1, L-G7.2, L-G7.3, L-G8, L-G8.1, L-G8.2,or L-G8.3;and"xxx"is the module power rating Heliene modules with 40 mm frames YYZZxxxA Where"YY"can be 36,60,72,or 96;"ZZ"can be M, P, Heliene or MBLK;"xxx"is the module power rating;and"A"can be blank, HomePV,or Bifacial HT-SME HT SAAE modules with 40 mm frames HT72-156Z-xxx Where"Z"can be M, P, M-C, P-C, M(S), M(VS), M(V), P(V), M(V)-C, P(V)-C;and"xxx"is the module power rating Hyundai modules with 33,35,40 and 50 mm frames HiY SxxxZZ Where"Y"can be A, D, M or S;"xxx" Hyundai refers to the module power rating;and"ZZ"can be HG, HI, KI, MI, MF, MG, RI, RG, RG(BF), RG(BK), SG,TI,or TG Itek Itek Modules with 40 and 50 mm frames IT-xxx-YY Where"xxx"is the module power rating;and"YY" can be blank, HE,or SE,or SE72 JA Solar modules with 30,35,40 and 45 mm frames JAyyzz-bbww-xxx/aa Where"yy"can be M, P, M6 or P6;"zz"can be blank, (K), (L), (R), (V), (BK), (FA), (TG), (FA)(R), (L)(BK), (L)(TG), (R)(BK), (R)(TG), JA Solar (V)(BK), (BK)(TG),or(L)(BK)(TG);"bb"can be 48,60,or 72;"ww"can be D09,S01,S02,S03,S06, S09,or S10;"xxx"is the module power rating;and"aa"can be BP, MP,SI,SC, PR,3BB,4BB,4BB/RE, 5BB Jinko modules with 35 and 40 mm frames JKMYxxxZZ-aa Where"Y"can either be blank or S;"xxx" is the module power rating;"ZZ"can be M, P,or PP;and"aa"can be blank, 60, 60B,60H,60L,60BL, Jinko 6OHL,60HBL,60-J4,60B-J4, 60B-EP,60(Plus),60-V, 60-MX, 72,72-V,72H-V,72L-V,72HL-V,72-MX, 72H-BDVP,or 72HL-TV Jinko frameless modules JKkboocPP-DV Where"xxx"is the module power rating Kyocera Modules with 46mm frames KYxxxZZ-AA Where"Y"can be D or U;"xxx"is the module power Kyocera rating;"ZZ"can be blank,GX,or SX;and"AA"can be LPU, LFU, UPU, LPS, LPB, LFB, LFBS, LFB2, LPB2,3AC,3BC,3FC,4AC,4BC,4FC,4UC,5AC,5BC,5FC,5UC,6BC, 6FC,8BC,6MCA,or 6MPA LG modules with 35,40,and 46 mm frames LG)oocYaZ-bb Where"xxx"is the module power rating;"Y" LG can be A, E, N,Q,S;"a"can be 1 or 2;"Z"can be C, K,T,or W;and"bb"can be A3,A5, B3,G3,G4,J5, K4,or V5 Longi modules with 30,35 and 40 mm frames LRa-YYZZ-xxxM Where"a"can be 4 or 6;"YY"can be Longi blank, 60 or 72;"ZZ'can be blank, BK, BP, HV, PB, PE, PH, HBD, HPB,or HPH;"xxx"is the module power rating 0-2019 IRONRIDGE,INC.VERSION 2.3 GROUND.MOUNT INSTALLATION MANUAL-14 MODULE COMPATIBILITY Znik Mission Solar modules with 33 and 40 mm frames MSEbbxxxZZaa Where"bb"can be blank or Mission Solar 60A;"xxx"is the module power rating;"ZZ"can be blank, MM,SE,SO,SQ,SR,or TS;and"aa" can be blank, 1J,4J,4S,5K,5T, 60,6J, 6S, 6W,8K,8T,or 9S Mitsubishi modules with 46 mm frames PV-MYYxxxZZ Where"YY"can be LE or JE;xxx is the Mitsubishi module power rating;and"ZZ"can be either HD, HD2,or FB Motech IM and XS series modules with 40,45 and 50 mm frames Neo Solar Power modules with 35 mm frames D6YxxxZZaa Where"Y"can be M or P;xxx is the Neo Solar Power module power rating;"ZZ"can be B3A, B4A, E3A, E4A, H3A, H4A;and"aa"can be blank, (TF), ME orME(TF) Panasonic modules with 35 and 40 mm frames VBHNxxxYYzzA Where"xxx"refers to the module Panasonic power rating;"YY"can be either KA, RA, SA or ZA;"zz"can be either 01,02,03,04,06,06B, 11, 11B, 15, 15B, 16, 16B, 17,or 18;and"A"can be blank, E, G,or N Peimar modules with 40 mm frames SbxxxYzz Where"b"can be G or P;"xxx"is the module power Peimar rating;"Y"can be M or P;and"zz"can be blank, (BF),or(FB) Phono Solar modules with 35,40, and 45 mm frames PSxxxY ZZ/A Where xxx refers to the module Phono Solar power rating;"Y"can be M, Ml, MH,or M1 H or P; "ZZ"can be 20 or 24;and"A"can be F,T, U,or TH Prism Solar Prism Solar frameless modules BiYY xxxBSTC Where"YY"can be 48,60, 60S,72 or 72S;and xxx' is the module power rating REC modules with 30,38 and 45 mm frames RECxxxYYZZ Where"xxx"is the module power REC Solar rating;"YY"can be AA, M, NP, PE, PE72,TP,TP2,TP2M,TP2SM,or TP2S;and"ZZ'can be blank, Black, BLK, BLK2,SLV,or 72 ReneSola modules with 35,40 and 50 mm frames AAcocY ZZ Where"AA"can be SPM(SLP)or Renesola JC;"xxx"refers to the module power rating;"Y"can be blank, F, M or S;and"ZZ"can be blank,Ab, Ab-b,Abh,Abh-b,Abv,Abv-b, Bb, Bb-b, Bbh, Bbh-b, Bbv, Bbv-b, Db, Db-b,or 24/Bb Renogy Modules with 40 and 50 mm frames RNG-xxxY Where"xxx"is the module power rating; Renogy and"Y"can be D or P Risen Modules with 35 and 40 mm frames RSMyy-6-xxxZZ Where"yy"can be 60,72, 120 or 144; "xxx"is the module power rating;and"ZZ"can be M or P Risen Frameless modules RSMyy-6-xxxZZ Where"yy"can be 60,72, 120 or 144;"xxx"is the module power rating;and"ZZ"can be MDG or PDG S-Energy modules with 40 frames SNmY ZZ Where"xxx"is the module power rating;"Y"can be S-Energy M or P;and"ZZ"can be 10,or 15 Seraphim modules with 35 and 40 mm frames SEG-aYYxxxZZ Where"a"can be blank, 6 or B; Seraphim Energy Group "YY"can be blank, MA, MB, PA,or PB;"koc"is the module power rating;and"ZZ"can be blank, BB, BG, BW, HV, WB,WW, BMB, BMB-HV Seraphim USA Seraphim modules with 40 and 50 mm frames SRP-xxx-6YY Where"xxx"is the module power rating;and"YY"can be MA, MB, PA, PB,QA-XX-XX,and QB-XX-XX Sharp Sharp modules with 35 and 40 mm frames NUYYxxx Where"YY"can be SA or SC;and"xxx"is the module power rating Silfab Silfab Modules with 38 mm frames SYY Z-xxxAb Where"YY"can be IL,SA, LA,SG or LG;"Z" can be blank, M, P,or X;"A"can be blank, B, H, M,or N;and"b"can be A, L, G,or T Solaria = Solaria modules with xx h 40 mm frames PowerXT xY ZZ Where"xxx"is the module power rating;"Y" can be R or C;and"ZZ"can be AC, BD, BX, BY, PD, PX, PZ,WX or WZ Solarcity(Tesla) Solarcity modules with 40 mm frames SCxxxYY Where"xxx" Y" is the module power rating;and"Y can be blank, B1 or B2 SolarTech SolarTech modules with 42 mm frames STU-xxY xY Where"xxx"is the module power rating;and "YY"can be PERC or HJT 2019 IRONRIDGE,INC.VERSION 23 GROUND MOUNT INSTALLATION MANUAL-15 1 MODULE COMPATIBILITY SolarWorld AG/ SolarWorld Sunmodule Plus, Protect, Bisun,XL, Bisun XL, may be followed by mono, poly,duo, xx Industries GmbH black, bk,or clear;modules with 31,33 or 46 mm frames SW-xxx Where"x "is the module power rating SolarWortd Americas Inc. SolarWorid Sunmodule Plus, Protect, Bisun,XL, Bisun XL, may be followed by mono, poly,duo, black, bk,or clear;modules with 33 mm frames SWA-xxx Where"xxx"is the module power rating Stion Thin film modules with 35 mm frames STO-xxx or STO-xxxA Thin film frameless modules Stion STL-xxx or STL-xxxA Where"xxx"is the module power rating SunEdison Modules with 35,40 and 50 mm frames SE-YxxxZABCDE Where"Y"can be B, F, H, P, SunEdison R;or Z;"xxx"refers to the module power rating;"Z"can be 0 or 4;"A"can be B,C,D,E,H,I,J,K,L,M, or N ;"B"can be B or W;"C"can be A or C;"D"can be 3,7,8,or 9;and"E"can be 0, 1 or 2 Suniva modules with 35,38,40,46 and 50 mm frames OPTxxx-AA-B-YYY Z MVXxxx-AA-B-YYY Z Suniva Where"xxx"is the module power rating;"AA"is either 60 or 72;"B"is either 4 or 5;"YYY"is either 100,101,700,1B0,or 1B1;and"Z"is blank or B Sunpower standard (G3 or G4)or InvisiMount(G5)40 and 46 mm frames SPR-Zb-xxx-YY Where Sunpower "Z"is either A, E, P or X;"b"can be blank, 17, 18, 19,20,21,or 22;"xxx"is the module power rating and"YY"can be blank, BLK, COM,C-AC, D-AC, E-AC, G-AC, BLK-C-AC,or BLK-D-AC Sunpreme Sunpreme frameless modules GXB-xxxYY Where"xxx"is the module power rating;and"YY"can be blank or SL Sunspark Sunspark modules with 40 mm frames SYY xicxZ Where"YY"can be MX or ST;"xxx"is the module power rating;and"Z"can be M, P or W Suntech Vd,Vem,Wdb,Wde,and Wd series modules with 35,40 and 50 mm frames Talesun modules with 35 and 40 frames TP6yZZaaxxx-b Where"yy"can be blank, F or H;"ZZ"can Talesun be 60 or 72;"aa"can be M or P;and"b"can be blank, B,T,or(H) Trina Modules with 30,35,40 and 46mm frames TSM-xxxYYZZ Where"xxx"is the module power rating;"YY"can be DD05, DD06, DD14, DE14, DE15, DEG15, PA05, PC05, P005, PD06, PA14, PC14, PD14, PE14, or PE15 ;and"ZZ"can be blank, .05, .08,.10, .18, .08D, .18D,0.82, .002, Trina .00S,05S,08S,A,A.05,A.08,A.10,A.18,A(II),A.05(11),A.08(11),A.082(II),A.10(II),A.18(II), H, H(II), H.05(11), H.08(11), HC.20(II), HC.20(II),or M Frameless modules TSM-xxxYY Where"YY"can be either DEG5(II), DEG5.07(II), DEG5.40(II), DEG5.47(II), DEG14(II),DEG14C(II), DEG14C.07(II), DEG14.40(II), PEG5, PEG5.07, PEG5.40, PEG5.47, PEG14,or PEG14.40 URE modules with 35 mm frames DyZmocHaa Where"y"can be 6 or 7;"Z"can be K or M;"xxx"is URE the module power rating;and"aa"can be H3A, H4A,or H8A Vikram solar modules with 40 mm frames VSyy.ZZ.AAA.bb Where"yy"can be M, P, MBB, MH, MS, Vikram MHBB,or PBB;"ZZ"can be 60 or 72;"AAA"is the module power rating;and"bb"can be 03.04 or 05 VSUN VSUN modules with 35 and 40 mm frames,VSUNxxx-YYz-aa,Where"YY"can be 60,72, 120,or 144;"z"can be M, P, MH, PH,or BMH;and"aa"can be blank, BB,or DG Winaico modules with 35 and 40 mm frames Wsy-xxxZa Where"y"can be either P or T;"xxx"is the Winaico module power rating;"Z"can be either M, P,or MX;and"a"can be blank or 6 Yingli Panda, YGE,YGE-U,and YLM series modules with 35,40,and 50 mm frames 2019 IRONRIDGE,INC.VERSION 2.3 GROUND MOUNT INSTALLATION MANUAL-16