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EDGE BEAM - --------- l' x or x 0.0<<' OPEN BAC!< ATTAQa) TO FROHT POST wml .10 x or s.M.s, MAX. 6" moM EAQ-l ~ An) 2.' O,C, FROHT WALL ~ ~ ROOF P.tJB..S: (4) 11.' lC .. LAG 6Ol.TS wml wmt 1-11.' FEKlEA WA~S f"ER .'. a' P A/'oEl. ACflOSS nf! rnoNT An) 24' O,C, AL.ONG $DES (WAL.K-ON) or lC or OR or x 3" HOlLOW SEE SP ~ TABLE I-EAOER ~ RAL An) KICK PlATE or x or x 0,0<<' HOlLOW RAL POST ATTACl-ED TO BOTTOM wml wml ~ (2) .10 lC 1-vor S.M.$. " SCflEW BOSSES ~- EXlSmG SLAB 1M V Be lJSEl) F " GOOD cotOTlON An) APPROVED 8V TlE ~ 0ffICW.. (1) rL 11 vor lC 3-1Ior KBl-BOt. TS APPROVED FaA 66U l.A..FT wml Sm. PlATED CUT STEB.. WA~ (1) 3/8" BOt. T FaA 3" POST (2) 3/8" 6Ol. TS FaA 3" lC ." POST ..-.-_-..:__.,.,.....,,.......~..'""':':"....r,___..__'_ ....... -..--" ~.' - --. ".~-. - -..-- -, .'--~_. o o lJl -. - d TYPICAL CORNER DETAil. " TYPICAL UPRIGHT DET AL S()E WALL ~ ATTAQa) TO l' lC or lC 0.0.<<' ~ BACK wml ~ W.1O x 1-vor s.M.$. ANCHOR l' lC or xO,O<<' PlATE TO CONCRETE wml1l.' lC 2-Vor CONCflETE ANCHOAS ~ 6" Cf' EAa-l SOE Cf' EAQ-l POST An) 2.' O.c' MAX. S()E WALL Pt..R..HS A TT ACl-ED TO l' x or lC 0.0.<<' ~ BACK wml ~ (2) .10 x 1-W s.M.$. " SCREW BOSSES S()E WALL Pt..R..HS ATTACl-ED TO l' lC 'Z' x 0,0.<<' ~ BACK wml PMt (2) .10 x 1- W s.M.$. " SCREW BOSSES ~ 3-V'Z' SLAB 2500 PSI CONe. 6x6-lOxlO W,WM OR F13ER l.4ESH rnoNT An) SI:E BOTTOM AAl.S ATTACl-ED TO CONCRETE WlT11 11.' lC 2-11.' MASOtf'lV QUCl( SET AT 6" moM EACH POST An) 2.' ON ~ MAX. An) WALLS A ..... l' FROM EDGe Cf' ~ I-EAD6'l BEAM (2) .10 lC l' ~ l.4ET AI.. SCflEW MO SCflEW SlOTS l' x 'Z' EXlR!SlON 1- 1/8" ..... " CONCRETE V APOA ~ I..KlER CONCRETE r.J) ::E o o a: ...J >- ~ > '" /. HOLLOW POST TO BASE AND HOLLOW POST TO BEAM DETAL or lC or OR or lC 3" OR 'Z' st.6 POST AISm P.tJB..S: (3) 18 lC 1I'Z' s.M.s, f"ER 12" PAte.. ANCHOR l' lC or lC 0,0<<' PlATE TO CONCAETE wml1l.' lC 2-1Ior CONCAETE ANCHOOS ~ 6" Cf' EAa-l S()E Cf' EACH POST AT 2." O,c' MAX. OR ~ ANGl.l: AT 2.' O.c' MAX. l-E}..(:)ER ATTACl-ED TO POST wmI ~ (2) 110 x 1-1Ior s.M.s, " SCflEW aosscs MN. 3-1I'Z' SLAB 2600 PSI CONe. 6x6-lOxlO W,WM OR F13ER l.4ESH or x or. or lC 3" OR 3" x or HOlLOW SEE SP~ TABlES ". d (4) 110 x 1/'Z' S.M.$. EAQ-l SI:E Cf' POST 2 <: r/) r.J) <: ~ ffi 5 r.J) ~ t-EADER BEAM H-BAA OR GUSSeT PlATE or x 'Z' x 1/8" AN<1E EAQ-l S()E ATTAQ-l TO POST An) CONCRETE AT LOAO BENlNG WALL wml (2) .10 x V'Z' S.M.S. EAQ-l S()E WI;.. a.:~~ -- ~ ~ . -a ~ EI~~I Q) <I'-, (0 Q~~ w~~~j Jul~ I 3 d tU~a: ...JtJ o o 0 l' x 'Z' EXTRUSION 1- 1/8" t.fi " CONCRETE V APOA BAflRER SElF-MATNG POST TO BASE AND SElF-MATING POST TO BEAM DETAIL FOR SNAP EXTRUSIONS CHAA RAL ATTACl-ED TO POST WlT11 ~ (2) <<) lC 1-1/'Z' s.M.s, " SCREW BOSSES 1'XZ'xO.O<<' ~ BACK BOTTOM RAL 1/.' lC 2.1/.' MA~V ANCHOR . 6" FROM EAQ-l POST An) 2.. O.c' MAX. 2 OF 7