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3RD FLOOR FRAMING PLAN <br />SCALE: 1/8" = V-0" <br />PRECAST CONCRETE FLOOR FRAMING NOTES <br />1. TYPICAL FLOOR CONSTRUCTION CONSISTS OF 6" HOLLOWCORE PLANKS <br />WITH 2" NORMAL WEIGHT CONCRETE TOPPING REINFORCED WITH <br />6x6xW1.4xW1.4 (FLAT SHEETS) CENTERED IN CONCRETE TOPPING <br />SUPPORTED ON CMU BEARING WALLS. <br />2. ALL CONNECTIONS FOR GRAVITY AND LATERAL FORCES SHALL BE BY <br />DELEGATED ENGINEER FOR PRECASTER. <br />3. PRECAST SCHEDULE: <br />MIN. 28 DAYS STRENGTH (PSI) COARSE AGGREGATE <br />PLANK 5,000 STONE <br />4. ALL REINFORCING STEEL SHALL BE INTERMEDIATE GRADE, NEW BILLET <br />STEEL, DEFORMED BARS, CONFORMING TO ASTM A-615, GRADE 60. ALL <br />REINFORCING BARS TO BE WELDED SHALL BE DEFORMED BARS <br />CONFORMING TO ASTM A706, GRADE 60. WELDING OF REBARS SHALL BE <br />IN ACCORDANCE WITH AWS D12.1 'REINFORCING STEEL WELDING CODE". <br />ALL BARS SHALL BE SECURELY SUPPORTED AND WIRED IN PLACE PRIOR <br />TO POURING CONCRETE. <br />5. THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS OF ALL PRECAST <br />COMPONENTS FOR REVIEW BY THE STRUCTURAL ENGINEER BEFORE <br />PRODUCTION. DRAWINGS SHALL BE SIGNED AND SEALED BY AN <br />STRUCTURAL ENGINEER REGISTERED IN THE STATE OF FLORIDA. <br />6. THE CONTRACTOR SHALL CHECK ARCHITECTURAL, MECHANICAL AND <br />ELECTRICAL PLANS TO VERIFY SIZES AND LOCATIONS OF ALL OPENINGS, <br />REVEAL, DRIPS, BLACKOUTS, INSERTS, ETC. CAST INTO PRECAST <br />MEMBERS. <br />7. THE ERECTION WORK AND STRUCTURAL STABILITY DURING THE <br />CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. <br />8. PRE-ENGINEERED/PRE-CAST CONCRETE STAIRS AND LANDINGS. SEE <br />ARCHITECTURAL DRAWINGS FOR NON-SKID CRITERIA. CONTRACTOR TO <br />PROVIDE CALCULATIONS AND SHOP DRAWINGS SIGNED AND SEALED BY <br />A PROFESSIONAL ENGINEER REGISTERED IN THE STATE OF FLORIDA. <br />WALL SCHEDULE <br />TYPE <br />DESCRIPTION <br />W8-5-16S <br />8" CMU WALL REINF. W/ #5 AT 16" O.C. <br />W12-5-32S <br />12" CMU WALL REINF. W/ #5 AT 32" O.C. <br />CONCRETE BEAM SCHEDULE <br />BEAM <br />BEAM <br />CONT. <br />TIE <br />MARK <br />WIDTH <br />DEPTH <br />REINFORCING <br />REINFORCING <br />REMARKS <br />BM-1 <br />1611 <br />2411 <br />4#7 TOP&BOTTOM <br />#3 @ 10" O.C. <br />(1) #5 EACH FACE MID <br />DEPTH <br />BM-2 <br />12" <br />24" <br />3#6 TOP&BOTTOM <br />#3 @ 10" O.C. <br />(1) #5 EACH FACE MID <br />DEPTH <br />BM-3 <br />8" <br />2411 <br />2#5 TOP&BOTTOM <br />#3 @ 12" O.C. <br />(1) #5 EACH FACE MID <br />DEPTH <br />BM-4 <br />12" <br />24" <br />2#6 TOP&BOTTOM <br />#3 @ 10" O.C. <br />(2) #5 EACH FACE, EQ. <br />SPACED <br />BM-5 <br />2411 <br />24" <br />4#6 TOP&BOTTOM <br />#4 @ 10" O.C. <br />(1) #5 EACH FACE MID <br />DEPTH <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 />MASTER <br />CONSULTING <br />ENGINEERS, INC. <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 CONTAINED 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 PROJ NO. 2049-022 <br />@ COPYRIGHT 2016 <br />Furr, <br />Wegman & <br />Banks <br />Architects, P.A. AR0006480 <br />625 EAST ORANGE ST. <br />LAKELAND, FL 33801 <br />E-MAIL: INFOQF WBARCHITECTS.COM <br />W W W.FW BARC H ITECTS.COM <br />PH, 863.688.1211 <br />0 COPYRIGHT2021 <br />FURR, WEGMAN & BANKS ARCHITECTS, PA <br />THE DESIGN AND CONCEPTS DEPICTED HEREWITH ARE THE SOLE <br />PROPERTY OF FURR, WEGMAN & BANKS ARCHITECTS, PA. <br />NO REPRODUCTION, REVISION OR REUSE OF THIS DRAWING IS <br />AUTHORIZED WITHOUTSPECIFIC WRITTEN PERMISSION. <br />ALL RIGHTS RESERVED. <br />°,°p000000D404fl�� <br />L �000 <br />a"�d �'•�•� C E N S••• ���0 <br />v, <br />O • <br />°0�0• S E OF <br />Tp, <br />li' <br />oo�� <br />� O <br />' W� <br />�p <br />Zt P• C <br />� <br />(•�. `d <br />o <br />ROBERT L. BELL, P.E. <br />FL. 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