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PREC-CAST STAIRS <br />BY DELEGATED <br />ENGINEER <br />COIL LOOP INSERT AND <br />DOWELS AS REQUIRED BY <br />DELEGATED ENGINEER <br />I <br />r— W.W.F. <br />x—x x—x x— <br />-11 <br />10" 10" <br />AT STAIR <br />N <br />NOTE 1 <br />8" 8" <br />#4 @ 12" O.C. <br />2-#5 CONT. <br />8" OR LARGER <br />MASONRY NON - <br />BEARING PARTITION <br />Fl <br />-#5 CONT. <br />NOTE 5 1" MIN. <br />2" MAX. 11 d <br />X�X,_ -X X <br />-JC-X <br />I I 111� <br />NOTE 2 2d OR <br />t MIN. <br />NOTE 3 245 CONT. <br />2-#5 CONT. <br />HAUNCH AT PARTITION <br />(NO JOINT) <br />AT DEPRESSION <br />UNLESS NOTED ON PLANS: <br />1. SEE FOUNDATION NOTES FOR SLAB THICKNESS AND REINFORCING. <br />2. SLABS SHALL BEAR ON COMPACTED FILL. <br />3. COMPACTED FILL SHALL BE COVERED WITH VAPOR BARIER AT <br />HAUNCHES. SEE SPECS. <br />4. UNDER MACHINE EQUIPMENT DEEPEN SLAB TO 8" AND ADD TWO <br />LAYERS OF WELDED WIRE FABRIC BOTTOM, U.N.O <br />5. FOR DEPRESSIONS - SEE ARCHITECTURAL DRAWINGS. <br />6. AT CONSTRUCTION JOINTS USE WOOD FORMS WITH SHEAR KEYS. <br />7. STOP WIRE MESH AT CONSTRUCTION JOINTS. CUT EVERY OTHER WIRE <br />AT SAWCUT JOINT. <br />8. WHERE SLAB IS DOWELD INTO WALL, FIRST SLAB CONSTRUCTION <br />JOINT TO BE NOT MORE THAN 15 FEET FROM WALL. <br />9. FOR EXPANSION JOINT LOCATION SEE PLAN. FOR DETAILS SEE <br />ARCHITECTURAL DRAWINGS. <br />TYPICAL SLAB ON GRADE DETAILS <br />PARALLEL TO WALL - <br />(1) #4 CONT. <br />ELEV. <br />SEE PLAN <br />CONCRETE TIE <br />BEAM, SEE PLAN <br />SEE PLANS FOR <br />WALL REINF. <br />3-407 <br />FINISH <br />w <br />GRADE <br />J <br />J <br />X<<.:t X—x <br />a <br />Q <br />#3 x 6'-0" @ 14" <br />a <br />TYP. @ JOINT <br />_ <br />04 <br />g <br />X' <br />- <br />CO <br />6x6xW1.4xW1.4 WWF <br />12" <br />N <br />TYP. IN CONC. <br />TOPPING <br />V-4" <br />MIN. <br />ELEV. <br />— — SEE PLAN <br />EXTERIOR <br />� <br />'a'v p_. <br />PLATFORM <br />_ <br />z <br />• <br />(2) #5 CONT. PROVIDE <br />w <br />p , <br />.: STD. HOOK @ ENDS, <br />U) <br />. " TYP ALL WALLS <br />SEE PLANS FOR <br />WALL REINF. <br />3-202 I DBL. BEARING -TYPE 1 3-404 <br />(1)#4 DOWEL AT <br />EACH PLANK <br />a:04"'ooI <br />a <br />w <br />w <br />U) <br />DBL. BEARING - TYPE 2 <br />#3 x 6-0" @ 14" <br />TYP. @ JOINT <br />6x6xW1.4xW1.4 WWF <br />TYP. IN CONC. <br />TOPPING <br />ELEV. <br />SEE PLAN <br />CONCRETE TIE <br />BEAM, SEE PLAN <br />SEE PLANS FOR <br />WALL REINF. <br />3-405 <br />@E <br />(1) #4 CONT. <br />ELEV. <br />SEE PLAN <br />CONCRETE TIE <br />BEAM, SEE PLAN <br />SEE PLANS FOR <br />WALL REINF. <br />SINGLE BEARING -FLOOR 1 3-406 <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 />ayl 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 />0 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: INFO@F W BARCH ITECTS.COM <br />WWW.FW BARCHITECTS.COM <br />PH. 863.688.1211 <br />®COPYRIGHT2D21 <br />'U"' WEGMAN 8, 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 WTIHOUTSPECIFIC WRITTEN PERMISSION. <br />ALL RIGHTS RESERVED. <br />��0000�a0004�>1fl� <br />004 L 0000 <br />a� �•�•\ C E N S'•.,9 <br />O <br />� <br />0p <br />No 7 81 <br />;Io <br />TE OF 0 <br />poop ••• � ` =<C/p <br />Ppp FS; •: < O P•'G a <br />ppp�0p BONA L•• oo ��� <br />��440040000o�d �� <br />ROBERT L. BELL, P.E. <br />FL. LIC. No. 74081 <br />J <br />z <br />0 <br />w <br />w <br />U) <br />I <br />z <br />0 <br />0 <br />U) <br />w <br />0 <br />z <br />0 <br />w <br />Of <br />H <br />0 <br />r <br />N <br />0 <br />N <br />ti <br />N <br />1b <br />O <br />w <br />a <br />0 <br />z <br />w <br />O <br />Z o <br />U o <br />J J� U <br />Q �m F- <br />W zZ L0 O <br />Cn LU M U <br />J 0� <br />cn O <br />U 2 0= ui <br />m Q <br />(> Q Lu <br />L _ c(N a <br />PROJ MGR: CKD BY: <br />JOB NUMBER: <br />21-19 <br />SHEET NUMBER: <br />a� S303" <br />o <br />