Laserfiche WebLink
<br /> <br />ATTACHED ALUMINUM COVERS <br /> <br />(2) 1-1/2" x 1-1/2" x "t" ANGLE <br />OR (1) U CHANNEL x "t" <br /> <br /> <br />TOP OF GRADE <br />J" x J" POST SEE TABLE <br /> <br />(1) HAT CHANNEL x "t" <br /> <br />J/8" x J-l/2" BOLT <br /> <br />"t" IS THICKNESS OF <br />REQUIRED POST <br /> <br />80 LB. 2500 PSI CONCRETE <br />PRE-MIX <br /> <br />3"x3" BASE <br /> <br />~ <br />I <br />.., <br /> <br />I <br /> <br />16" <br /> <br />1 <br /> <br />ALUMINUM CONVENTIONAL CONSTRUCTION <br />PORCH POST CONNECTION <br /> <br />POST IN CONCRETE w/ 64 . BAR <br />12" LONG <br />POURED CONCRETE <br />REFER, TO TABLE 5 <br /> <br /> <br />3" x 3" POST TURN BOLTED <br />TO ANCHOR RISER <br /> <br />'- <br /> <br />> <br />~ <br />LL-lY <br /> <br /> <br />2-3/4" x 2-3/4" x 2-1/2" <br />LONG x 1/8" TUBING <br /> <br />WELDED CONNECTION <br /> <br />" <br /> <br />12" x 12" x 1/4" PLATE <br /> <br />T <br /> <br />2'-0" MIN. <br />BEFORE SLOPE <br /> <br />3-1/2" CONC. SLAB <br />BASE ANCHOR CONNECTOR <br />FOR POST TO SLAB CONNECTION <br />NOTE: IF LOCAL BUILDING DEPARTMENT HAS A <br />MINIMUM FOOTING SPECIFICATION, THAT <br />MINIMUM SHALL SUPERCEDE lliESE PLANS. <br /> <br />1~30LA TED FOOTING <br /> <br />f <br /> <br /> <br />(1) 64 BAR CONT. <br /> <br /> <br /> <br />,1~'!pL\:JI:;;;".j <br /> <br />l!jl:~"JtJ' <br /> <br />J.;. <br /> <br />NOTE: FIBER MESH CONCRETE DOES <br />NOT REQUIRE WIRE MESH <br /> <br />['LA T SLOPE / NO FOOTING <br />I) - 2"/12" <br />:'IOTE: NO FOOTING EXCEPT WHEN ADDRESSING EROSION <br />MIN. 2500 P.S.I. CONCRETE WI 6 x 6 - 10 x 10 <br />WELDED WIRE MESH OR FIBER MESH CONCR~TE <br />SLAB DETAILS ADDRESSING EROSION <br /> <br />MODERA TE SLOPE FOOTING <br />2"/12" - 1'-10" <br /> <br />STEEP SLOPE FOOTING <br />> 1'-10" <br /> <br />'- <br /> <br />LAWRENCE E. BENNE'IT, P.E. <br />CIVIL ENGINEER &: DEVELOPMENT CONSUlIANT <br />P. O. BOX 4368 SOUTH DAYTONA, FL 32121 <br />PHONE 1 (904) 767-4774 <br />FAX . 1 (904) 767-6556 <br /> <br /> <br />C COPYRIGHT, 1996 <br />NI) r TO BE REPRODUCED IN WHOLE OR IN Rl.RT WITHOUT WRITTEN PERMISSION FROM LAWRENCE E. BENNETT, RE. <br /> <br />. <br /> <br />" <br />.;) <br /> <br />43 <br />