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i i I F I I T <br /> V <br /> 3 05ea.a,•Eo;r.aro V <br /> /lam IRONRIDGE D <br /> h•onRidge August 1,2022 A, V�5Ao�l' <br /> Mr.Corey Geiger Page 76 of 76 E L E G T H I r— <br /> Ground Mounting System—Structural Analysis—4 Module(1I11000) RENEWABLE ENERGY SOLUTIONS <br /> i <br /> Notes for Tables 3&4: ,<.w(M)$7-RE1 <br /> FEALnE,wAntoe <br /> PFAX-JI )557F•kkts <br /> 1. Concrete Weight=145 pef/f c=2500 psi cow„ra'!'JWL'C'•tD�La, <br /> 2. Provide Air Entraining Admixture for freeze and thaw cycles as required for colder climates. ARDSAN ELECTRIC ISA WMATCRY <br /> 3. Skin Friction per 2018 IBC&2015 IBC 1810.3.3.1.4&5 CONTRACTOR OF T/E BLEW LOCAL IS <br /> 4. Top V-0"of soil neglected for Slain Friction <br /> 5. Snow Load=0 psf—tabulated values are conservative for Snow Loads>0 psf <br /> 6. s indicates special foundation required.Contact IronRidge U) <br /> 7. Resistance to corrosion and/or sulfate attack,along with possible adverse effects due to expansive V <br /> soils has not been considered in these foundation recommendations. SML Engineers assumes no °,'a ° 7�' H Z Z <br /> liability with regard to these items. S P13R SW'Clec 0 0Q <br /> 8. Soil classification is to be determined and verified by the end user of this certification letter. H <br /> V 0 LU <br /> > ~ <br /> The analysis assumes that the array,including the connections and associated hardware,are installed in Pipe F 11J <br /> lltlng Detall Q <br /> workmanlike manner in accordance with the IronRidge Ground Mount Installation Manual and generally w C O U) <br /> accepted standards of construction practice. Verification of PV Module capacity to support the loads XR1000Rail O <br /> associated with the given array shall be the responsibility of the Contractor or Owner and not IronRidge LJ,J O <br /> or Starling Madison Lofquist. _ <br /> /" _ VNfVEF3Jl fJSTFN111iran! <br /> Please feel free to contact tine at your convenience if you have any questions. ID""PAR r r LL <br /> r <br /> 7•FAIL CONVECTC•A <br /> Respectfidly yours, > i <br /> � 7F'FFltl9 P'S •—_ — -i'TGPCJF' <br /> Andrew J.Huscman,P.E. :, 1 1`" i�tA <br /> Principal 2-T-29 <br /> "r I, Flow Mew <br /> Side Yie(.- <br /> `T. EXP.2242025 <br /> '�y.\ •/ :gip <br /> DATE: YJI/leJk <br /> 2-1-23 �' 'I l �14 Clamp Detail PROJECTIM. JASOF(PARR <br /> DESIGNED BY: <br /> MAWR BY: <br /> EXP 2/24/2025 <br /> - PJ HMVLL !!HIV EFS:.L FAIL - 570FFFe. ��� <br /> FPANE WTLHI::: 1• / .', I SLEM A►PRDYEDBY. <br /> ERECT HOCULF / -- —UNLVE1CSAt PROJECTN0. <br /> IJNIV[FFAL 1 FYAUE /Alin <br /> FASFEJnt(" Ft'NOCfRE •� ' IT -•SIJECI ItEVINIM <br /> —_ C.FJEC VXMIc;AL <br /> _.. ,. <br /> fFA1JL <br /> FASrHOIi _ DATE: DESLRPIpN <br /> 09!FCf -/ <br /> FAIL Fl_rL <br /> � ��,y .\.. _.�� •\- �,;. FTOFFTA _ <br /> -- MEEVE FFAItE <br /> ADd Clasp,plan Aiid Clamp.r(ont End Clasp.plan ERd Clasp,F.-I <br /> Starling Madison Lofquist,Inc. Consulting Structural and Forensic Engineers <br /> -76- <br /> (a94{[a'hl tv Orm CMM(i�AMR -?JAU <br /> I <br /> STRUCTURAL ENGINEERING <br /> tmE <br /> ENGINEERING STAMPS PV33 <br />