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09-1112-026
W1OX39 2 _ 4„ 0 A -325 BOLTS. E70 W10X39 16 3 2 — 4 "X4 "XI" STEEL ANGLE X6" 1 SECTION DETAIL S -2 SCALE: 1 " = 1' -0" I 3 E70 E 10X 15.3 16 I 1/2"0 A36 THRU BOLTS SC1 4 "X4 "X�" STEEL ANGLE CONNECTION DETAIL CONNECTION BETWEEN STEEL COLUMN & SCALE: 1'° = 1' -0" STEEL CHANNEL ON THE STAIR LANDING. SECOND FLOOR DEMO PLAN NORTH LEGEND 1) FLOOR SUPER IMPOSED LOADS: DL = 25 PSF LL = 100 PSF (FLOOR) 100 PSF (STAIRS) 2) DENOTES 8" MASONRY WALL REINF. W /No. 5 (4 40" O.C. VERTICAL BARS IN FULLY GROUTED CELL & No 9 GALV. LADDER TYPE HORIZ. JOINT REINF. ©16" O.C. EXISTING CMU WALL TO REMAIN y EXISTING CONC. CORE SLAB TO BE DEMOLISH 3) SHORING, RESHORING & TEMPORARY BRACING. ALL SHORING, RE SHORING AND TEMPORARY BRACING REQUIRED IN THIS PROJECT IS TO BE DESIGNED BY A FLORIDA REGISTERED ENGINEER WHO SPECIALIZES IN FORM WORK /TEMPORARY BRACING DESIGN AND WHO HAS BEEN HIRED BY THE GENERAL CONTRACTOR. THE GENERAL CONTRACTOR IS THE ULTIMATE RESPONSIBLE PARTY FOR SHORING, RE— SHORING AND TEMPORARY BRACING REQUIRED IN THIS PROJECT AND MUST SATISFY HIMSELF OF THE ADEQUACY Or= THE INSTALLATION OF THESE ITEMS AT ALL TIME BUTSTEN DESIGN ASSOCIATES Architecture Interior Design 285 Sevilla Avenue Coral Gables, FI 33134 (305) 444 -4433 PERMIT SET project name Existing Building Renovation for: Continental Fidelity Corporation 5734 Sunset Drive South Miami, Florida project number I I date 2/23/10 IT'S OF SOUTH MIAMI UIl -DING iOijMPT. drawn by STRUCTURAL SECT10i M.P. sheet title SECOND FLOOR PLAN & DEMO PLAN SCALE: AS SHOWN sheet number M. Hajjar & Associates Inc. MOHAMMAD HAJJAR, P.E. EB 8373 — PE 40187 45 Valencia Ave. Coral Gables, Florida 33134 Tel. (305)445 -2399 Fax. (305)445 -2219