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05-1502-003
T 6 SIMILAR S -3 !- w J PLAN OF B2 RAIL SCALE I" -III 1 ONE C2 RAIL SCALE Val" I II4l..F I{.-'WriIWy.. Iv ONE -- B.2 RAIL FaEMAIN. SCALE ]"c ]" EXISTING CONCRETE W L —1 rut; WALL TO REMAIN TII POST RAIL EXTRA 2,N 5" STRONG FULLY WELDED. r" N 3 /6 "x 4"x'I" STEEL PLATE FULLY WELDED W/ 1 -3/6" DIAM. EXPANSION BOLT W/ 3" ,EMBEDMENT. 4 S -3 SCALE:] Ill ".I' -V j "X4 "X5' ill" PLATE W/2 -3 /E" DIAM. EXP, BOLT W/5" EMBEDMENT. 3/8 "x 0x'T" STEEL PLATE FULLY WELDED W/ 1 -3/8" DIAM. EXPANSION BOLT W/ 3" EMBEDMENT. CONNECTION DETAIL SCALE 11/2" r I' -D" -POST RAIL EXTRA STRO45 FULLY WELDED. HI EXISTING CONCRETE—/ -3/8 "x 4"x? STEEL PLATE FULLY WELDED W/ 1 -3/8 DIAM. EXPANSION LANDING BOLT W/ 3" EMBEDMENT. CONNECTION DETAIL r4`� SCALE:I 1/2 "0-0" ONE -- A2 RAIL SCALE I " -I" EXISTING CONCRETE STAIR..!" , TO REMAIN. 3 /6"x 1"x 1" STEEL PLATE W/ 4 -3/6" EXP. ; BOTT. W15 "' EMBEDMENT' SFCTION DETAI SCALE:] i/2 "•I' -0° JUAN FERNANDEZ -BARQUIN, P.E. STRUCTURAL ENGINEER P.E. # 40114 THRESHOLD INSPECTOR # 0947 2520 N."t1T. 97th AVENUE, SUITE #240 DORAL, FLORIDA, 33172 PHONE: 786-336-0881, FAX: '786- 336 -0884 jfbeng@bellsouth.net EXISTING CONCRETE STAIRS TO REMAM. POST (FAIL EXTR STEEL PIPE FULL' PLAN DETAIL St��LE:1 11111]' -OII r POST RAIL 'EXTRA STRONG FULLY WELDED . I 5 S -2 THESE PLANS ARE F'OR IUILDING DEPARTMENT REVIEW ONLY. THEY ARE NOT TO RE CONSTRUED AS CONSTRUCTION DOCUMENTS UNTIL ALL IUFLDIN(3 DEPARTMENT APPROVALS ARE OBTAINED. 4 "4 V PLATE: W/ 2 -Y*" DIAM. BOLT W /3" EMBEDMENT. N Cv ui co 'Q �U F T 74 }v Vj LLJ a� ...._ w 1 9, 11111"11 Ll AKI1" O A l l 0,