Laserfiche WebLink
<br />A TT ACHED & FREESTANDING COVERS AND UTILITY SHEDS <br /> <br />SECTION 2 <br /> <br />r- <br />~ <br />C\I <br />~ <br /> <br />;:. <br />~ <br /> <br /> <br />TOP OF GRADE <br /> <br />.t. IS THICK~SS OF <br />REOIJRED POST <br /> <br />3. x 3. POST SEE TABLE <br /> <br />(2) 2" x 2. X .t. ANGLE OR <br />(1) U CHAI'N3.. x .t. <br /> <br />3/S. x 3-1/2. BOL T <br /> <br />SO LB. 2500 PSI CONCRETE PRE-~ <br /> <br />. . <br /> <br /><1 <br /> <br />3. x 3. BASE <br /> <br />1 <br /> <br />16. ---l <br /> <br />. ALUMINUM CONVERNTIONAL CONSTRUCTION PORCH POST CONNECTION <br /> <br />o -Lit- <br />L ~> <br />L- L-1Y <br /> <br /> <br />POST N CONCRETE <br />'4 BAR 12" LONG <br /> <br />POURED CONCRETE <br /> <br />REFER TO TABLE 2.4 <br /> <br /> <br />N <br />;::. <br />N <br /> <br />3. x 3. POST TtJlN BOLTED <br />TO ANCHOR RISER <br /> <br />2-3/4. x 2-3/4. x 2-V2. <br />LONG x VS. TlIiHG <br /> <br />WElDED CONECTION <br /> <br />FASTEN PER TABLE 2.5 <br /> <br />3-1/2"' CONe. SLAB <br /> <br />ISOLA TED FOOTING <br /> <br />BASE ANCHOR CONNECTOR <br />FOR POST TO SLAB CONNECTION <br /> <br />~":ClPE ~ ~. <br />r ~ ~ - <br />~ :./... <br /> <br /> <br />TYPE I TYPE . <br />FlAT SLOPE / NO FOOTNG MODERATE SLOPE FOOTNG <br />o - 2. / 12" 2"/12. - 1-10. <br /> <br /> <br />TYPE . <br />STEEP SLOPE FOOTNG <br />) 1-10" <br /> <br />NOTES: t NO FOOTNG FEQlJR:D EXCEPT WI-EN ADDRESSNG EROSION lHTL nE ROOM <br />EXCEEDS 18'-0". ROOMS GREATER THAN 18'-0" USE TYPE I FOOTNG. <br />2. FOOTNJS SHAll. BE MN. 2,1500 PSI CONCRETE WITH 6x6-1Ox1O WELDED WAE t.ESH <br />OR F8ER M:SH MAY BE USED N lEU OF t.ESH <br />3. F LOCAl Bl&.DNJ CODES REOlIRES A WNA4 FOOTNG USE TYPE I FOOTNG OR <br />FOOTNG SECTION REOlIRED BY LOCAL CODE. LOCAL CODE GOVERNS. <br />SLAB DETAILS ADDRESSING EROSION <br /> <br />Lawrence E. Bennett, P.E. <br />OVI. EIoK>>EER - Da'ELClf'M:NT CONSU.TANT <br />P.O. BOX 4388, SOUTH DAYTONA. FL 32121 <br />TB.B"HCltE (004) 787-4n4 <br />FAX (004) 787-8688 <br /> <br />SEAL <br /> <br />PAGE <br /> <br />@ COPYRIGHT 1097 <br />NOT TO BE REPRODUCE) H WHOlE OR H PART WITHOUT 1lE WATTEN PERMSSION OF LAWRENCE E BENETT, P..E. <br /> <br />43 <br />