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BOND BEAM W/ (2) # <br />PROVIDE MATCHING <br />CORNER BARS AT V1 <br />INTERSECTIONS <br />CMU WALL, SEE PLA <br />VERT. REINF. <br />CMU WALL, SEE PLA <br />VERT' REINF. <br />BOND BEAM W/ (2) # <br />PROVIDE MATCHINC <br />CORNER BARS AT V\ <br />INTERSECTIONS <br />CONCRETE BEAM, <br />SEE PLAN <br />CONCRETE COLUMP <br />PLAN AND SCHEDUL <br />SIZE AND REINFORC <br />3 3.5 4 <br />5-205 <br />I I I S306 <br />(7`0 <br />SECTION 4 <br />SCALE: 1/2" = 1'-0" <br />/8 X V-0" W/ <br />0 X 4-3/4" <br />! 24"O.C. <br />3116" <br />F GALVANIZED <br />METAL DECK <br />I <br />D2 DETAIL 2 <br />S402 SCALE: 1" = 1'-O" <br />4" <br />2'-0" <br />03 DETAIL 3 <br />S402 SCALE: 3/4" = 1'-0" <br />OSURE ANGLE <br />C 12X20.7 <br />12"xl2"x314" EMBED <br />PLATE W/ (4) 3/4"x4-3/4" <br />HSA @ 24" O.C. SPACING <br />CANOPY METAL DECK <br />BM-7, SEE PLAN <br />• e Q• d• <br />_ — --4 = <br />D4 DETAIL 4 <br />S402 SCALE: 1" = 1'-0" <br />TO THE BEST OF OUR KNOWLEDGE INFORMATION AND BELIEF, THESE <br />STRUCTURAL PLANS CONFORM TO AND SATISFY, THE FLORIDA BUILDING <br />CODE 2020 (SEVENTH EDITION), ACI 318-14 AND LOCAL CODES AS APPLICABLE <br />2ND FLOOR <br />12' - 10" <br />CMU WALL, SEE PLAN FOR <br />VERT. REINF. <br />_ 2ND FLOOR <br />12' - 10" <br />HOLLOWCORE PLANK <br />FLOOR FRAMING, SEE PLAN. <br />CONCRETE BEAM, SEE PLAN <br />MASTER <br />STRUCTURAL CONSULTANTS <br />5523 WEST CYPRESS ST., STE.200 <br />TAMPA, FLORIDA 33607-1735 <br />P 1813.287.3600 F 1813.287.3622 <br />www.mcengineers.com <br />THIS DRAWING AND ALL INFORMATION CONTA NED HEREIN IS THE SOLE PROPERTY <br />OF MASTER CONSULTING ENGINEERS, INC. AND MAY NOT BE REPRODUCED, <br />COPIED, ALTERED OR USED IN ANY WAY WITHOUT THE EXPRESS WRITTEN <br />AUTHORIZATION FROM MASTER CONSULTING ENGINEERS, INC. <br />CA: 8426 PROJI NO. 2049-022 <br />© COPYRIGHT 2016 <br />CONSULT <br />ENGINEE <br />ING <br />RS, INC. <br />Furr, <br />Wegman & <br />Banks <br />Architects, P.A. AR0006480 <br />625 EAST ORANGE ST. <br />LAKELAND, FL 33801 <br />E-MAIL: INFO@FWBARCHITECTS.COM <br />W WW. FW BARC H ITECTS.COM <br />PH. 863.688.1211 <br />FURR, WEISMAN & BANKS ARCHITECTS, PA <br />THE DESIGN AND CONCEPTS DEPICTED HEREWITH ARE THE SOLE <br />PROPERTY OF FUR R, WEGMAN & BANKS ARCHITECTS, PA. <br />NO REPRODUCTION, REVISION OR REUSE OF THIS DRAWING IS <br />AUTHORIZED WITHOUT SPECIFIC WRITTEN PERMISSION. <br />L -"0U <br />Ada ��......• 0ddd <br />E N s••.•9°°a <br />o 7 <br />81 < c <br />.r <br />S EOF <br />:�� <br />a <br />•Al <br />00 QS! O NA L <br />0�0�4� <br />J <br />Z <br />LO <br />r <br />W <br />Lu <br />Z <br />O <br />(L <br />U <br />U) <br />w <br />0 <br />Z <br />O <br />r� <br />w <br />ry <br />w <br />0 <br />ROBERT L. BELL, P.E. <br />FL. LIC. No. 74081 <br />—INIMI--tIRnICOII— <br />J_ <br />(D <br />Q <br />z <br />w <br />U—j <br />m <br />z <br />c� <br />Q <br />zzLO <br />V) <br />v, <br />M <br />w <br />O� <br />�� <br />O <br />u <br />LL <br />o 2 <br />U <br />mQ <br />Fn} <br />a. <br />�_ <br />IL <br />''w^^ <br />v, <br />' ^ <br />w Q <br />C(o N <br />PROJ MGR: 1 CKD BY: <br />T— <br />N <br />O <br />N <br />N <br />00 <br />O <br />W <br />Pau <br />H <br />z <br />W <br />O <br />0 <br />z <br />O <br />U) <br />O <br />O <br />0 <br />O <br />W <br />a <br />n <br />21-19 <br />S402 <br />