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a <br />186'-0" <br />.1 11'-4" 1 26'-0" 1 37'-4" 1 37'-0" 1 13'-4" 1 12'-011 1 12'-0" 1 12'-0" 1 13'-8" 1 11'-4" .l <br />1 SLAB ON GRADE PLAN <br />S202 SCALE: 1/8" = 1'-0" <br />SLAB ON GRADE PLAN NOTES: <br />1. SLAB ON GRADE TO BE 4"-THICK NORMAL WEIGHT CONCRETE OVER VAPOR <br />BARRIER ON COMPACTED SUB -BASE AS PER GEOTECHNICAL REPORT. <br />REINFORCED WITH 6"x6"-W2.9xW2.9 W.W.F. (FLAT SHEETS) CENTERED IN SLAB. <br />2. SUPPORT WELDED WIRE FABRIC WITH 2" SLAB BOLSTER OR APPROVED EQUAL <br />@ 2'-0"(±) O.C. BOTH WAYS. USE OF CONCRETE BRICK IS NOT ALLOWED. <br />3. VAPOR BARRIER REQUIREMENTS/APPLICATION/INSTALLATION SHALL BE DONE <br />AS PER ARCHITECTURAL OR MOISTURE CONSULTANT DOCUMENTS AND <br />RECOMMENDATIONS. AT A MINIMUM, VAPOR BARRIER SHALL CONFORM TO ASTM <br />E-1745 , MEETS OR EXCEEDS CLASS "B". VAPOR BARRIER INSTALLATION SHALL <br />FOLLOW MANUFACTURER'S INSTRUCTIONS AND ASTM E 1643-98. <br />4. TOP OF SLAB ELEVATION SHOWN THUS = ON PLAN EQUALS REFERENCE EL., <br />FOR ACTUAL EL., SEE CIVIL DRAWINGS. <br />5. FOR GENERAL STRUCTURAL NOTES, SEE DRAWING S101. <br />6. FOR FLOOR SLAB DEPRESSION LOCATIONS AND LIMITS NOT SHOWN ON PLAN <br />SEE ARCHITECTURAL DRAWINGS. <br />7. FOR PLAN DIMENSIONS NOT SHOWN, REFER TO ARCHITECTURAL DRAWINGS. <br />8. COLUMN DESIGNATION SHOWN ON PLAN. FOR SIZE AND REINFORCING SEE <br />SCHEDULE ON DRAWING S000. T/COLUMN ELEVATION <br />C1 COLUMN TYPE <br />9. COORDINATE LOCATION OF (CJ) CONTROL JOINTS (SAWCUTS & TOOLED JOINTS) <br />AT WALKWAY SLABS WITH ARCHITECTURAL DRAWINGS. CONTROL JOINTS <br />EXPOSED TO WEATHER SHALL BE TOOLED JOINTS SEE TYPICAL DETAIL 3-201. <br />10. ALL CMU WALLS SHALL BE REINFORCED AS SHOWN ON PLAN WITH DOWELS TO <br />MATCH, U.N.O. ALL CELLS AT REINFORCING LOCATION SHALL BE FILLED WITH <br />GROUT. PROVIDE INSPECTION/CLEANOUT HOLE AT BASE WHEN POUR HEIGHT IS <br />GREATER THAN 4'-0". <br />11. RAIN LEADER SHOWN THUS 0 R.L ON PLAN. SEE PLUMBING DRAWINGS FOR <br />SIZE AND LOCATIONS. <br />12. GENERAL CONTRACTOR TO COORDINATE LOCATION OF ALL WALL <br />PENETRATIONS REQUIRED FOR MECHANICAL EQUIPMENT AND PROVIDE A <br />PRECAST LINTEL AT ALL OPENINGS. <br />13. 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 A <br />PROFESSIONAL ENGINEER REGISTERED IN THE STATE OF FLORIDA. <br />THICKENED SLAB SCHEDULE <br />MARK* <br />SIZE <br />THICKNESS <br />TOP & BOTT * <br />REINF. CONT. <br />TOP & BOTT.* <br />REINF. TRANSV. <br />REMARKS <br />TS-1 <br />1' - 0" x CONT. <br />1' - 0" <br />(2)-#5 <br />N/A <br />TS-2 <br />2'- 0" x CONT. <br />1' - 4" <br />(3)- #5 <br />#4 @ 24" O.C. <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 />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: I N FO QF W BARCH ITECTS.COM <br />W W W. FW BARC H ITECTS.COM <br />PH. 863.688.1211 <br />® COPYRIGHT 2D21 <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 WITHOUT SPECIFIC WRITTEN PERMISSION. <br />ALL RIGHTS RESERVED. <br />o,�o000000U�Op�pfl <br />q 4Re \ ENS .B0 �o°a <br />O <br />o 7AA81 ': �O <br />d 0 1p <br />O <br />°off �. S E OF :441" <br />b <br />o�p�4 <br />O <br />FS •;4 �=a <br />o°�ao q <br />ONA <br />a <br />0000 <br />ROBERT L. BELL, P.E. <br />FL. LIC. 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