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<br />'I I <br /> <br />I <br />~ <br />i <br />I <br />I <br />i <br /> <br />I <br />SECTION 1 I <br />I <br /> <br />SCREENED ENCLOSURES <br /> <br />SCREEN <br /> <br />, <br />i I" x 2" O.B. BASE PLATE (TYP.) <br /> <br />SECONDARY <br />2" x (d - 2 ") x 0.063" :ANGLE <br />EACH SIDE OF COLUMN WI #10 <br />S_M.S. <br />(SEE SCHEDULE NEXT PAGE) <br />CONCRETE ANCHOR <br />(SEE SCHEDULE NEXT PAGE) <br /> <br />i NOTE: DETAIL !LLUSTRATES <br />lTYPICAL 2" x 4" S.MB. COLUMN <br />il CONNECTION <br />,} <br />!i <br />Ii <br />I' <br />,t <br />II <br />'I <br />!l <br />!J <br />'i <br />'I <br />'I <br />I <br />I <br />I <br />! <br />f <br />! <br />j <br />j <br />I <br />I <br />j <br />~ <br /> <br />SCREEN <br /> <br />CONCRETE ANCH.OR THRU <br />ANGLE OR WI:rHiN 6" OF <br />UPRIGHT :F INTERNAL <br />SCREWS INTO SCREW <br />-BOSSES <br /> <br /> <br />NOTE: SELECT CONCRETE <br />ANCHOR FROM TABLE 9.1 <br /> <br />3000 P.S.1. CONCRETE <br /> <br />i <br />2"" x T x 0.063" PRIMARY ANGL-E! <br />EACH SlOE i <br />j <br /> <br /> <br />#10 x 3/4" S.M.S. EACH SIDE <br />(SEE SCHEDULE NE:XT PAGE) <br /> <br />5c" MINIMUM EDGE DISTANCE <br />FROM EXTERIOR OF COLUMN <br />TO OUTSiDE EDGE OF SLAB <br />" 5d D!STP-.NCE <br />I ,-1/"'- <br />,-7/S" <br /> <br /> <br />-=-]@ <br /> <br />..... <br /> <br /> <br />I; .- <br />~ <br />Y' <br /> <br />. <T ll! . Ll I ..I <br />. m . I I <br />.! -:t.\-"j <br />." . -' r <br />\.--r"l <br />. L i <br /> <br />GRADE <br /> <br />1-1/4" M!N. CONCRETE <br />ANCHOR EMBEDMENT <br /> <br />2" 5d <br />(MiN.) (MiN.) <br />SIDE VIEW <br /> <br />TYPICAL S.M. OR SNAP <br />SECTION COL.UMN <br /> <br />(2) ;:;':10 x 3/4" S.M.S. EACH SIDE <br /> <br /> <br />PRII\fIARY 2'" x Z' x 0.063'" ANGLE <br /> <br />1'" x 2'" BASE PLATE (TYP.) <br /> <br />-r I <br /> <br />;--;--t-::I <br />.--J <br /> <br />~ " <br /> <br /> <br />Ll <br /> <br />"..:i :t.- <br />; <br />. i .(,l <br />y <br /> <br />- ~.~. <br />=. <br />'ijl <br />""'1' <br /> <br />~ 1-1/4" MIN. CONCRETE <br />ANCHOR EMBEDMENT <br /> <br />.-:1 . <br /> <br />'" . <br /> <br />,,' <br /> <br />I <br />I <br />I. <br /> <br />~ <br /> <br />I <br />r---c 6" (MAX.) <br /> <br />MAX. SPACiNG 24" O.c. <br />FOR BOTH SIDES <br /> <br />FRONT VIEW <br /> <br />2" X 4" OR LARGER SELF MA liNG OR SNAP SECTiON POST TO DECK nET All S <br />SCALE: 3'" == 1 '-0" <br /> <br />NOTE: FOR SIDE WALLS OF 2" X 4" OR SMALLER ONLY ONE ANGLE is REQUIRED. <br /> <br />! <br />i <br />i <br />r- <br /> <br />Lawrence E Bennett, P.E. FL # 166-'!-'! <br />CIVIL ENGINEER. DEVaoPM&lTCOlVSULTANT <br />P.O. sox 21~68. SOUTI-l DAYTONA, FL 32121 <br />TELEPHONE: (:>86) 7OT4Tl4 <br />FAX: (356) 7S7.$S6 <br /> <br />I <br />I <br />I <br /> <br />;>,;.GE <br /> <br />1-50 <br /> <br />@ COPYRJGrlT 1O~ <br />NOT TO 6E REPRODUCED IN .....HOtE o~ 'N P...RY WITHOUT THE WR'TTS">i PER!ViISSION 01' '.AWRENCE E. BENNETT ? I" <br />