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<br />2' Min." ___ Min: 2500 psi O'Onc. <br />]Witb 6x6-IOxIO w.\v. <br />mesh or fiber mesh <br />Before _ typi.cal all ~rabs. <br />slope ._' <br /> <br /> <br />FLAT :'lOPE/NO FOOTING <br />0'- i'1/121/ <br /> <br />Optional concrete cap block or brick. ______ <br />1 I 4 bar continuous. <br /> <br />Maximum differootiol in soa height. <br /> <br />~ <br /> <br /> <br />NOTE: Fiber mesh cone. does not <br />require wire mesh. <br /> <br /> <br />I no. 3 ~ Bar cOnt. <br /> <br />MODERATE SLOPE _ FOOTING <br />201/12" - 1'-10' <br /> <br />SLOPE FOOTING <br />> I' - I O~. <br /> <br />SLAB DETAILS ADDRESSING EROSION <br /> <br /> <br />______ Anchor aluminum frame to wall or slab <br />'. with 1/4" x 2 1/4" Thunderbolt or 110 <br />, '.':' . TAP CON st~e or equal 6" each side of <br />- ....~ ~ upright and min, 2' Q,C. <br /> <br />.,.. ~ 8" x 8" x 16" block W<lU. <br />Deck or <br />. ground lvi. <br /> <br /> <br />, <br />1 , 4 bar at comers and 4 on cen ter <br />m cells and knock out block top coorse <br />.. . .; with YJOO p.s.i. pea rock coo rete. <br />.. . , ~ <br />.' '. ------ 2 I 4 bars. !din. 2 1/2" off groond. <br /> <br />T <br />RETAINING WALL I FRAMING ANCHOR DETAIL <br /> <br />3 1/2" concrete slab 6 x 6 - 10 x 10 <br />A1umi'lum attachment \ W. WJ. or fiber mesh concrete. <br /> <br />Stucco where oVIJilable. \ 1- <br />-t :'. ... 'C'... ..' .", T 3 1/2' mo. <br /> <br />'. Vi~ene vopor barrier under slobs <br />vanes haVing structure above. <br />Well compacted clean fill over sacrificed <br />natural soil. <br />Coocrete filled block stem wall. (8x8x15 eMU) <br /> <br />6" x 12- concrete footing with 1 I 5 <br />cont. locote 00 undisturbed natural sea. <br /> <br /> <br />RAISED PATIO FOOTING <br /> <br />DATE <br /> <br />DESffilPTIOO <br /> <br />RE\1S100S <br /> <br />.-.........-.:""',........,-"<'""".,...,.::;-l;~.". -: ~..-"':..,~".....T:>.........J1' .....i'''"...-:'~~... ~ ~.'. . _. ~ .r.. ,....- _~' ,-- ",,_:;- ~.._ -_"~"" _n -, .- <br /> <br />1- <br /> <br /> <br />Aluminum structure footing <br />2500 p.s.i. concrete '.with <br />1 # 5 bar continuous. <br /> <br />aft <br /> <br />T ~ Min. 2 1/21 off ground. <br /> <br /> <br />CONTINUOUS <br />FOOTING DETAIL <br /> <br />J.. 2500 psi coocrete <br /> <br />~. ~. .. ~" ~ <br />8" '.;' (I ,. . <br />~. ~. "I <br /> <br /> <br />T~ 161 ~ <br />TYPICAL MONOLlTHICAL FOOTER <br /> <br />LA WRENCE E. EENNETT <br />aVl ENGNEER a: OOOOP1AEHT CQNSULTANT <br />P.O. BOX 43€8 S. DAYTONA. FL j2121-4368 <br />PH ON E: (9(}4.) 253-9960 <br /> <br />WHITE ALUMINUM <br />d.b.a. <br />Aluminum Building Systems <br />1107 N<<ih Thomas Rd., LeesbUf9, Rondo.. J27~ <br />Phooe: (904) 7~-n66 Fax. (904-4) 787-9.329 <br /> <br /> <br />Slob to be 2500 p.s.i. concreteNI 6-6 x 10-10 w."'. mesh <br />or fiber mesh. Provide 0.006 mil. viSqu€116 for 0/1 gloss <br />rooms. Recommend 'lisquene for scr~n rooms. <br /> <br />flot area w/ sod. 1 <br /> <br />~. <br />I ,'.:-...-+-:; ~ ~'. . . 4- <br />-I I T <br />Compact slob area soil to S8 % relative deflsity. <br />T)1)ical all foundations and slabs. <br /> <br />FOUNOA TION SLAB <br />ON GRADE DETAIL <br /> <br /> <br />______ To wood deck C( beam <br />for aluminum roof. <br /> <br />I SOLA TED FOOTER <br /> <br />@ Virgin soil. <br />cID 16" x 16" x 4" coocrete pod. <br />@ 80 lbs. 2500 psi concrete. <br />@ Replaced soil. <br />(!) 1/4. x 2 1/4" expansion bdt 2 each per base. <br /> <br />VA - 000197 <br /> <br />DRAlm: b <br />CHEO<ED: <br />SCALE: 1 '4- l' <br />OATr; 5 1 <br />X6# <br /> <br />FOOTING DETAILS <br /> <br />SEAL <br /> <br /> <br />1 <br />(f 1 <br />