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01-0133-002 65/4 I/2" GLR G - - - _ _ --- 1/2" O.D. 14 6A. RETURN RAIL RAIL STRANDS - - PG.# 403 CONDITIONS _ ^ 5/4" BENT ROD BRACKET FOR I I/2" O.D. 14 6A. G GRAB RAIL RAB RAIL 1 1/2" O.D. SUPPLIED LOOSE -- - - - 14 6A. TUBE F.W. TO POST GRAB RAIL AND TO GRAB RAIL G POST CONDITION SHOP GRAB RAIL NOTE BRACKET 1 1/2" (P O.D. x 5/16" THK. TO POST 1/8 I N L I NE T.S. POST ° 4 . MAX. 4'-0" O.G. GAPPED BOTTOM 1/21150. STEEL PICKET LJ ° CONCRETE STAIR ° B.O. 0.22 IP5 a ° 6" GORE DRILL ° BY OTHERS. 3 S�ti SPCC I� L I�07G � ;� 6rJ GhLG S�� 3 �� LJ 0.435 <I P5. / \ 3 1/2 11 O.0. PIGKET BPAGIN6 O X SECTION "6-6" -' _ N I/2 / U qP HERE ° /8 ° TYP. RAIL HEIGHT ° ° / (3._6•' MIN.) a ° / 1/2' 5 112" STARTER LJ CONDITIONS I ° ° / / J,4 / TYP. P05T CONDITION 9 .- ° al I 2'-10" NOTE ! THIS DRAInI I N& 15 FOR LJ MAX. INTENT ONLY. PLEASE BEE THE ° ° STAIR AND RAIL ELEVATIONS < FOR DETAILS. N X ° ° , , �LJ ._.. - ..:,t .. SHOP DRA�ti, ALL BAGKI N6 MATERIAL These docutnen have h 12 concept and intent and TO BE SUPPLIED B.O. The,contractor d di is sons, and dimensions. quantities coqcdinatiii ofof this. E ROUND RA i L I NG Yell TH "� R u 1✓YC��'110 D1CA1ti _--- RGH. PLEASE NOTE : REFER TO DETAIL 2 Y} �� Ix 1oN — FOR CONNECTION TO WALL 1/2" 50. 50LID STEEL PICKETS T T.._� N H 15 BTA I R N05 Donnell. 1'�t� � tF:�si coycU1Tl�C.,N;�ar i;. I NE5 WILL LINE—UP. S.W.741h Ct.•Miami,hl-52 49? 666- 25 T[L.JS 05)666-011 Fax (305) 12" ONE tit 6.. O X TREAD -� N ,o i " 1 1/2" MIN. F.F. ```,`\\\\Y 11Q"S!hil` fir!!,' r�..,. F0 FAnDF0HCATMN `2 I I/2" O.D. 14 GA. .`�: ��F t c,�:F:�,1s ti STEEL TUBE RAIL - eo `2 r G�1U V O � STAM STATE OF ~a F P N � i`Sl �Q R �� `` , Corporate Offices and Plant O X I FACTORY ATTACHED '�i E H FD a��` p Tel. No. (515) 556-1600 642 Forestwood Drive BRACKET Romeoville, IL. 60446-1354 1 ��U�/11j111111e�� Fax. No. (815) 312-3683 I I/8 5/4 NOSE LINES TO LINE UP NOTE >Z\ BOLT BRACKET TO GONG. YVall rail to flat off OR SOLID CMU WALLS T100'P. FOR ALL STAIRS SOUTH MIAMI HOSPITAL. for 12 unless other- MIAMI, FL F.F. wise noted on stair W/ 5/5"��DIA. EXP. BOLT plans or elevations. OR 5/8 PIA. SLEEVE ANCHOR Architect M6E ARCHITECTS Contractor THE AUGHTER COMPANY i ions Date Drawn Drawn By -7 &A. STEEL STAMPED WALL RAIL BRACKET i ate 64 4-13-00 A.K. TYPICAL ROUND WALL RAIL — 1 1/2" O.D. TUBE CONNECTION DETAIL FOR CONCRETE OR G.M.U. WALLS 3_g.d, I 1-24-00 A15 Checked By Z N. Date Approved 2 Scale 1 ��_ I�_O�� Sheet No. 2 OF 10 3 Project No. 1� 12-0/60PV4 4