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<br />JIIIllI -- <br /> <br />"1'1''''i:i~~''''~''''''''''''~l',;. <br /> <br />ATTACHED ALUMINUM COVERS <br /> <br />"t" IS THICKNESS OF <br />REQUIRED POST <br /> <br /> <br />----f~ <br />-- -------.- <br /> <br /> <br /> <br /> <br />:11_,~___~ <br /> <br />TOP Of Gf~ADE <br /> <br />(2) 1-1/2" x 1-1/2" x "t" ANGlf <br />OR (1) U CHANNLL x "I" <br /> <br />~ <br />" ' <br />''J <br /> <br />3" x 3" POST SEE TA~IL <br /> <br />(1) HAl DIANNLl x "t" <br /> <br />3/8" x 3-' /2' BOLT <br /> <br />80 LeL 2~OO PSI CONCRl TE <br />PRE -MIX <br /> <br />.1 ~ <br /> <br />d <br /> <br /><l <br />~----~-- <br /> <br />3"x5" [lASE <br /> <br />''<j <br />'--- <br />I <br />..) <br /> <br />16" <br /> <br />ALUMINUM CONVENTIONAL CONSTRUCTION <br />PORCH POST CONNECTION <br /> <br />NOTE: FIBER MESH CONCI~ETE DOLS <br />NOT I,EOUIRE WIRf Ml SII <br /> <br /> <br />- <br /> <br />:1 <br />~ <br />Ii <br />I <br />Ii <br />H <br />II <br />I' <br />II <br />~ <br />i! <br />r <br />t' <br />II <br />~ <br />f <br />I <br /> <br /> <br />r <br />~ <br />II <br />t <br />I <br />I <br />I <br /> <br />~ <br /> <br />----------- <br />C:::::::::::-:-_ <br /> <br />----------------- <br /> <br />Y x 3" POST TURN BOLTED <br />___ / 10 ANCHOR RISER <br /> <br /> <br />r' f 2 3/4' x 2- 3/4" x 2-1/2" <br />1___ ! / LONG x 1/8" TUBING <br /> <br />WHDlD CONNECTION <br /> <br />2- ~ 1/4" TAPCON x 1-1/2" <br />1 /._____8J <br />:-._~-~ ------ /~- <br />. . --.I~~------"\ <br />--. -- ~ 12" x 12" x 1/4' PLATE <br /> <br />j 1/2" CONC. SLAB <br /> <br />o <br /> <br />~~ / <br /> <br />I _LI .; <br />l U <br /> <br />POST IN CONCRETE w/ #4 '" BAR <br />// 12" lONe <br /> <br />,// <br /> <br />f'OURUl CONCR!IL <br /> <br /> <br />RETER 10 lAB!! S <br /> <br />ISOLATED FOOTING <br /> <br />BASE ANCHOR CONNECTOR <br />FOR POST TO SLAB CONNECTION <br /> <br />)' 0" MIN. <br />Hff ORl SLOPE <br /> <br />NOTE: IF LOCAL ElUILDING DEPARTMENT HAS A <br />MINIMUM 100 liNG SPEClf ICA TION, THAT <br />MINIMUM ';IIAII ~;LJI'II(cr[)f 1l1f"~;1 1'1 AWi. <br /> <br />A' <br />i <br />I <br />~- <br /> <br />1 - <br />{~-i~=~=--.- - <br /> <br />~-_-i(1)i~!,.R CONT~ <br />/' /-- <br />..----- -------. <br />~ ' <br />ro 1 H" 1 <br /> <br />(1) #4 BAR CONT. <br />r---'-~---- <br /> <br />///- <br /> <br />/' <br />/ <br /> <br />./' <br /> <br />'" <br /> <br />J 8" 1 <br /> <br />FLAT SLOPE / NO FOOTING <br />o - 2"/12" <br /> <br />NOTE: NO FOO riNG EXCEPT WHEN ADDRESSING EROSION <br />MIN. 2500 PSI. CON eRE TE W/ 6 x 6 - lOx 10 <br />WU OED Wlf,E MESH OR fIBEI~ MESH CONCRfl1 <br /> <br />MOlJlRAlE SIOPI laDliNG <br />2"/12" - 1'-10" <br /> <br />STEEP SLOPE FOOTING <br />> 1'-10" <br /> <br />SLAB DETAILS ADDRESSING EROSION <br /> <br />LAWRENCE E. BENNETT, P.E. <br />CIVIL ENGINEER & DEVELOPMENT CONSUlTANT <br />P. O. BOX 4368 SOUTH DAYTONA, FL 32121 <br />PHONE 1 (904) 767-4774 <br />FAX # 1 (904) 767-6556 <br /> <br />C COPYRIGHT, 1996 <br />NOT TO BE REPRODUCED IN WHOLE OR IN FJII.RT WITHOUT WRITTEN PERMISSION FROM LAWRENCE E. BENNETT, RE. <br /> <br /> <br />3 <br /> <br />43 <br /> <br />\; <br />I <br />f <br />