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<br />I no, 3 t Bar cont. <br /> <br />2' MIn.'- __ Min~ 2500 psi <rone. <br />]Witb 6x6-\OxI0 w:w. <br />mesh or fiber mesh <br />Before . typicol all slabs, <br />slope ' <br /> <br />8 "I <br /> <br /> <br /> <br />FLAT ~L()PE/NO FOOTING <br />0'- i'I/1211 <br /> <br />MODERATE SLOPE FOOTING <br />2.1/12" - I' - I 0 I <br /> <br />NOTE: Fiber mesh cone. does not <br />require wire mesh. <br /> <br /> <br />~r: . I I <br />~,. 8' I no.4 + Bar cont, <br />STEEP SLOPE FOOTING <br />> I'-IO~- <br /> <br />. SLAB DETAILS ADDRESSING EROSION <br /> <br />Optional concrete cop block or brick. _____ <br /> <br /> <br />1 # 4 bar continuous. <br /> <br />_________ Anchor aluminum frame to wall or slob <br />. with 1/4" x 2 1/4" Thunderbolt or 110 <br />. , . ~ . T APGON st~e or equal 6" ooch side of <br />- .... upright and min. 2' o.C. <br /> <br />------- 8" x 8. x 16" block wad, <br />Deck or <br />. .' ground lvi, <br />~ I <br />1 , 4 bar at comers and 4 on cen ter <br />~. .~.:'" --- fill cells ond knocl< out block top coorse <br />~ :.. ~ · " with 3000 p.s.i. pea rock C00rete. <br /> <br />. .......---- 2 I 4 bars. Min. 2 1 It off ground. <br /> <br />Maximum differential in soB height <br /> <br />~ <br /> <br />T <br />RETAINING WALL I FRAMING ANCHOR DETAIL <br /> <br /> <br />A1umnum attachmenl <br /> <br />Slucco re aw~a~.. \ <br /> <br /> <br /> <br />varies <br /> <br />3 1/2" concrete slob 6 x 6 - 10 x 10 <br />W, W.F. or fiber mesh concrete. <br /> <br />~ <br />. . . . 3 1/2. . <br />...... ~ .... '.... ..."....:.......~. .... mn. <br /> <br />,: T <br /> <br />'. Visguene vopor barrier under slabs <br />haVing structure above. <br />Well compacted cleon fill over sacrificed <br />natural soil. <br />Concrete filled block stem wall. (8x8x16 CMU) <br /> <br />6- x 12. concrete foot~g with 1 I 5 <br />cont. locate on undisturbed natural soil. <br /> <br />RAISED PATIO FOOTING <br /> <br />~ <br /> <br /> <br />Aluminum structure footing <br />2500 p.s,i. concrete with <br />1 I 5 bar continuous. <br /> <br />8" <br /> <br />. . <br /> <br />T ~--1 Min. 2 1/2" off ground. <br /> <br />CONTINUOUS <br />FOOTING DETAIL <br /> <br />-1 2500 psi COC'l<tete <br /> <br />~ ~. :~" e: <br />8. ',,';'.. <br />':I' ~ ' <br /> <br /> <br />f 16" <br />- I. -1 <br />TYPICAL MONOLlTHICAL FOOTER <br /> <br />DATE <br /> <br />LA WRENCE E. BENNETT <br />ClVl. ENGHEER Ie DOOOP\AENT ~SULTANT <br />P.O. BOX 4368 So DAYTONA, Fl. 32121-4368 <br />PHONE: (904) 253-9960 <br /> <br />WHITE ALUMINUM <br />d.b.a. <br />Aluminum Building Systems <br />1107 NCfth Thoma, Rd., l&eSburg, Aorid<l.t. 32748 <br />Phooe: (904) 7?:7-nS6 Fax. ~90#) 787-9329 <br /> <br />DESffilPTIOO <br /> <br />REV1Sl00S <br /> <br />Slab to be 2500 p.s.i. concrete wi 6-6 x 10-10 W.If. mesh <br />or fiber mesh. Provide 0.006 mil. ~squene for 011 glass <br />rooms. Recommend Yisquene for screen rooms, <br /> <br />Flat area '11/ sod. 1 <br />2' min. <br /> <br />~ 4" <br />" .,. . . <br /> <br />- I I T <br />Compact slob area soil to 98 r. relative der1sity, <br />T)1)ical all foundations and slabs. <br /> <br />FOUNDATION SLAB <br />ON GRADE DETAIL <br /> <br /> <br />To wood deck or beam <br />for aluminum roof. <br /> <br />ISOLA TED FOOTER <br /> <br />@ <br />@ <br />@ <br />@ <br />(I) <br /> <br />Virgin soil. <br />16" x 16" x 4" CooCfete pad. <br />80 Ibs. 2500 psi concrete. <br />Replaced soil. <br />1/4" x 2 1/4- expansion bolt 2 each per base. <br /> <br />VA - 000194 <br /> <br /> <br />FOOTING DETAILS <br /> <br />~ 1 <br /> <br />SEAL <br />