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<br />SECTION 3 <br /> <br />EDGE BEAM <br /> <br />.,. x 2" x 0.044' OPEN BACK <br />A TT Aa-ED TO FRONT POST WITH <br />#10 x 2" SM5. MAX. 6' FROM <br />EACH PlJU..H AN) 24" O.C. <br /> <br />FRONT WALL PlR..H <br /> <br />COMPOSITE ROOF PAf'ELS: <br />(4) V4" x 4" LAG BOLTS WITH <br />WITH }.V4' FEN:>ER WASl-ERS <br />PER 4'-0" PAI'EL ACROSS THE <br />FRONT AN) 24" O.C. ALONG <br />SDES (WALK-ON) <br /> <br />2' x 2" OR 2" x a" HOLLOW <br />SEE SPAN TABLE !-EADER <br /> <br />CHAR RAL AND KICK PLATE <br />2" x 2" x 0.044" HOLLOW RAL <br /> <br />POST ATTACHED TO BOTTOM <br />WITH ~. (2) #10 x 1-1/2' S.MS, <br />N SCREW BOSSES <br /> <br />(1) a/S" BOLT FOR a" POST <br />(2) a/s" BOl. TS FOR a' x 4" POST <br /> <br />SCREEN, VINYL & GLASS RO~OMS <br /> <br />I ~~ <br /> <br />I <br /> <br />rr---~---- <br /> <br />'\-. ~- --- <br /> <br /> <br />k~- <br /> <br />I <br /> <br /> <br />/ <br /> <br />~--- ~r<_-l_- <br />-- /:./ <br />I . . I <br />_- _.J <br /> <br /> <br />f - - ri <br />I!!J .1= i ~., <br />t d. LJd ,. I.Jll ,/ <br />~~ <br />-- <br /> <br />o <br /> <br />TYPICAL UPRIGHT DETAIL <br /> <br />Lawrence E. Bennett, P,E. <br />ava. ENGH:ER - DeVELOf'MEHT ccwsu. TANT <br />P.O, BOX 4388, SOl1Tli DAYTONA, A.. 32121 <br />T'El.EPHOfE (904) 1f!f1-4774 <br />FAX (904) 181-8l5l58 <br /> <br />TYPICAL CORNER DETAIL <br /> <br />~ - =)7 f (' mr:8P:~8SMS PER 12" PAtEL <br /> <br />! V <br />~. -~_. -"1 -,- -IT. - -- -., <br />i_I --_._ <br />II Ii . <br />!, '. ".1 <br />J . . ~ <br />,,,.~ <br /> <br />~ I .-..' i . 2" x 2", 2' x 3' OR 3' x 2' HOLLOW <br />~.._~. .~.t:(", SEE SPAN TAmES <br /> <br />, " I <br />_____ 'J <br />EXISTN3 SLAB MAY BE USED F ---~J ~ <br />N GOOD CON>ITJON AND APPROVED il <br />BY TtE BlaDING OFFICIAL / / <br />" L7 - -i ~ ~- - i- ...-,/'.-. rx2'xO.044" OPEN BACK BOTTOM RAL <br />(1) .....11 V2" x a-V2 KBI- u 7---- .. ~ //' <br />BOLTS APPROVED FOR 665#. ~- -- -----9-~ <br />lR.FT WITH sm PLATED CUT '4 i. ... . ----- -- 1/4' x 2-1/4' MAS~Y ANCHOR @ 6' <br />STEB. WAstER ~ 4 r~- FROM EACH POST AN) 24" O.C, MAX. <br />----./ <br /> <br />SEAL <br /> <br />PAGE <br /> <br />SDE WALL HEADER ATTACHED TO <br />r x 2' x 0.044" OPEN BACK WITH <br />~ (2)#10 x }'1/2" SMS. <br /> <br />Sl)E WALL Pl.R.NS ATTACHED TO <br />1" x 2" x 0.044" OPEN BACK WITH <br />~ (2) #10 x 1-1/2" S.M.S. IN <br />SCREW BOSSES <br /> <br />SIDE WALL PURLINS ATTACHED TO <br />r x 2" x 0.044" OPEN BACK WITH <br />MtI. (2) #10 x 1-1/2" S.M,S. N <br />SCREW BOSSES <br /> <br />FRONT AN) SIDE BOTTOM RALS <br />A TT ACtED TO CONCRETE WITH <br />1/4" x 2-1/4' MASONRY aOCK SET <br />AT 6' FROM EACH POST AND <br />24' ON CENTER MAX. AND WALLS <br />A MIll. r FROM EDGE OF CONCRETE <br /> <br />.. !-EADER ATTACHED TO POST WITH <br />MN. (2) #10 x 1-1/2' S,MS, IN SCREW <br />BOSSES <br /> <br />FOR SNAP EXTRUSIONS CHAIR RAL <br />A TT ACtED TO POST WITH MIN. (2) <br />#10 x 1-1/2' S.MS. N SCREW BOSSES <br /> <br />66 <br /> <br />@ COPYRIGHT 1997 <br />NOT TO BE REPRODUCED iii WHOLE OR iii PART wrT1iOUT TK: WRITTEN PERMSSION OF LAWRENCE E. BE/ItlETT, P.E. <br />