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EW-Webb Engineering, lnc or-n906,cqn <br />P?,ua (W1) 78e-ru Fe, (95r) 70&n75 <br />1299 Colu.,rua Avo, E-7 <br />RiveEide CA C2fl7 <br />COMMUNICATION / TRANSMITTAL <br />Scfl!'rlbcr 19,2018 <br />Attcntion:Rcgrrdlog: <br />t Eduerdo Arrlzon <br />AG Concrete Construction & Desiftr <br />2009, Prtlcrson Ave. <br />Perris CA 92570 <br />Our Job Number: 201&29,1 <br />Posrdrs, Abrd, Detail Approval Santa Anr, AG <br />CoIlstroctior! <br />lTlt W. Higbhud St <br />Sinll Anr CA 9270i <br />Phottc (951) 961{0E4 <br />F6r <br />Total Pages lncluding this Cover: 2 <br />Please call (951) 788-2050 regardlng receptlon problems. <br />Eduardo, <br />Earl Webb from this lirm vlsltod the site to look at the seat cut and laper cut on the rafters <br />and ceiling joists respectively. Calcs performed at this ofiice show that the reduced <br />vertical height of the members at the bearing point is sufficient to comply with code <br />prescribed loads. These cuts are a@ptabl€. They are shown in the attached detail. <br />It was noticed the the starter boards over the overtund run fully over tho blocking such that <br />the sheathing cannot reach the block and therefore cannol be edge-nailed to it. Please <br />add another block as shown in the attached detail. <br />Please contact us if you have further queslions. <br />EW-Webb Engineering, lnc., by <br />S s/o <br />o; <br />! <br />tt <br />ctvl <br />OF <br />.TI <br />I