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I <br /> MARTIN# CONSULTING GROUP# <br /> Providing Structural Design Services <br /> Response to Comments from Plan Checking Agency <br /> Plan Review No. : b1908-057 <br /> job Address : 8417 Evergreen Way, Everett, Washington 98208 <br /> Job Title : Multi-Tenant shell for CFT bevelopment - site wall <br /> Geotechnical Item No. Response <br /> 1 See additional letter from Terracon.Design is acceptable. <br /> 2 See response letter from Terracon. Wall at south property <br /> line is over 6' away and per civil plan is less than 5' <br /> retained,therefore no additional load. Wall at Evergreen <br /> way will be checked for shorter wall 4' max with additional <br /> 250 for traffic. Same design for 6' max wall shown to be <br /> ok. <br /> Structural Item No. Response <br /> 1 New sheet SW1.0 will used for site wall elements. <br /> 2 Civil plans show site wall locations under permit <br /> PW 1805-015. Civil to show revised site layout for wall <br /> _ location and CMU to concrete change per contractor <br /> A: 1 ' �' request. <br /> 3 •~�,� o��7=-,�' Wall at right side of property line is a toe footing since <br /> a • z adjacent property is at 569.5(FG) and the site is <br /> NO "' I 567.64(FG), section would be just taken"opposite side" <br /> 4.`; • and detail has been added. <br /> 4 4„. ' '''',,.' '` Structural calculations were produced on August 2, 2019 <br /> ,,`Y ,�� for submittal and must have been mis-placed. Updated <br /> calcs will be provided for resubmittal with additional check <br /> for 2' wall section and 4' wall section with 6' sound wall <br /> above.Note no walls is above 5' per civil plans. <br /> 5 Drainage will be revised to 3"weep hole at 20' on center. <br /> 6 F'c of 5000psi concrete shall be noted on sheet. <br /> 7 18"max spacing shall be revised for spacing. <br /> 8 Wall section to be revised for min reinforcement. <br /> 9 Reinforcement to be revised to #5 bars to meet min steel. <br /> 2204 PLAZA DRIVE, SUITE 1 30 I ROCKLIN,CALIFORNIA 95765 I PHONE:9 . 56.481 6 I FAx 91 6.302.4065 <br />