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<br />A TT ACHED & FREESTANDING COVERS AND UTILITY SHEDS <br /> <br />SECTION 2 <br /> <br />'t' IS THICKNESS OF <br />REQUIRED POST <br /> <br /> <br />TOP OF GRADE <br /> <br />r <br /> <br />3' x 3' POST SEE TABLE <br /> <br />(2) 2. x 2. x 'I' ANGLE OR <br />(1) U CHAI\t-.EL x 't' <br /> <br />3/8. x 3-1/2. BOLT <br /> <br />80 LB. 2500 PSI CONCRETE PRE- MX <br /> <br />3' x 3' BASE <br /> <br />.ALUMINUM CONVERNTIONAL CONSTRUCTION PORCH POST CONNECTION <br /> <br />o <br /> <br />~ <br />~ ~> <br />LL-1Y <br /> <br /> <br />POST IN CONCRETE <br />#4 BAR 12. LONG <br /> <br /> <br />N <br />;::. <br />I <br />C'l <br /> <br />3' x 3' POST TURN BOLTED <br />TO ANCHOR RISER <br /> <br />2-3/4' x 2-3/4' x 2-1/2' <br />LONG x 1/8' TUBNG <br /> <br />WELDED CONNECTION <br /> <br />POURED CONCRETE <br /> <br />REFER TO TABLE 2.4 <br /> <br />FASTEN PER TABLE 2,5 <br /> <br />3-1/2' CONe, SLAB <br /> <br />ISOLA TED FOOTING <br /> <br /> <br />2'-0' MIN. N <br />BEFORE SLOPE ;::. <br />I v ~ <br />~ <br /> <br />(1) #5 BAR CONT. <br /> <br />(1) #5 BAR CONT. <br /> <br />TYPE I <br />FLA T SLOPE I NO FOOTING <br />o - 2' / 12' <br /> <br /> <br />TYPE I <br />MODERATE SLOPE FOOTNG <br />2./12. - 1-10. <br /> <br />TYPE ID <br />STEEP SLOPE FOOTM> <br />) 1-10' <br /> <br />NOTES: t NO FOOTNG REQU~D EXCEPT WH:N ADDRESSING EROSION UNTL 1lE ROOM <br />EXCEEDS 16'-0.. ROOMS GREATER THAN 16'-0' USE TYPE I FOOTING. <br />2. FOOrnGS SHALL BE MN. 2,500 PSI CONCRETE WITH 6x6-lOx10 WELDED WIRE MESH <br />OR FBER MESH MAYBE USED IN LEU OF MESH. <br />3. F LOCAL BULOING CODES REQlJRES A MINIMUM FOOTt,jG USE TYPE B FOOTNG OR <br />FOOrnG SECTION REQUIRED BY LOCAL CODE. LOCAL CODE GOVERNS, <br /> <br />SLAB DETAILS ADDRESSING EROSION <br /> <br />Lawrence E. Bennett, P.E. <br />CIVl. ENG#EER - DE\lEl..OP/ENT CONSU. T,wr <br />P,O. BOX 4368, SOUlli DAYTONA, FL 32121 <br />TEl..EPHC>N:: (904) 767- 4 T7 4 <br />FAX (90<4) 767-6556 <br /> <br />SEAL <br /> <br />@ COPYRIGHT 1997 <br />NOT TO BE REPROOUCED N WHOLE OR N PART WI'TliOlJT TIE WRITTEN PERMISSION OF LAWRENCE E. ElE/'oIoETT, P.E <br /> <br />PAGE <br /> <br />43 <br />