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2 i <br />4 <br />I <br />5 <br />n <br />c <br />A <br />N <br />04 <br />v <br />0 <br />N <br />O <br />N <br />Lo <br />N <br />th <br />3. <br />in <br />N <br />1X 2X <br />28' - 1 3/4" 18' - 6 1/4" <br />I <br />NEW SLAB ON GRADE PLAN <br />S 112 1 /4" = 1'-0" <br />3 <br />3X <br />4 <br />S112 <br />co <br />to <br />T <br />0 <br />N <br />N <br />ao <br />CLEAN JOINT & FILL WITH <br />ELASTOMERIC JOINT MATERIAL <br />SLAB REINFORCEMENT <br />TO BE CUT AT KEYWAY <br />T/SLAB <br />EL. SEE PLAN <br />T/SLAB <br />EL. SEE PLAN <br />KEYWAY <br />C.J. CONTINUOUS <br />CONCRETE SLAB <br />SEE PLAN <br />(*) AVAILABLE KEYS MAY VARY. KEYWAY CAN <br />ALSO BE FORMED W/ HALF ROUND MATERIAL <br />OF APPROX. THE SAME DIMENSIONS. <br />TYPICAL <br />CONSTRUCTION JOINT <br />TOOLED OR SAWCUT JOINT <br />C.J. FILLED WITH ELASTOMERIC <br />o JOINT MATERIAL <br />1/8" <br />0 <br />TYPICAL SAWCUT CONCRETE SLAB <br />SEE PLAN <br />CONTROL JOINT <br />NOTE: <br />1. C.J. INDICATES CONTROL OR CONSTRUCTION JOINT. <br />2. CONTROL JOINTS SHALL BE SAWCUT AS SOON AS POSSIBLE WITHOUT <br />RAVELING CONCRETE (4 TO 16 HOURS AFTER PLACEMENT MAX.). <br />3. JOINT PLACEMENT REQUIREMENTS: <br />FOR ENCLOSED/INTERIOR AREAS. 15'-0" O.C. (MAX.) EACH WAY <br />FOR OUTSIDE/EXTERIOR AREAS. 12'-0" O.C. (MAX.) EACH WAY <br />4. WHERE TOP OF SLAB SURFACES ARE TO BE FINISHED WITH TILE, GENERAL <br />CONTRACTOR IS TO COORDINATE JOINT LOCATIONS WITH THAT OF MORTAR <br />JOINTS. <br />TYPICAL SLAB <br />CONSTRUCTION/CONTROL JOINTS <br />S 112 3/4" = 1'-0" <br />DRILL & EPDXY #4 DOWELS <br />x 16" LONG @ 32" INTO z <br />EXISTING SLAB <br />z <br />EXIST. CONC. SLAB w � <br />4" CONC. SLAB w/ U v <br />ONE LAYER 6X6 - Q <br />W1.4XW1.4 W.W.F. <br />x x <br />6" <br />o � <br />MIN 15 MIL VAPOR BARRIER, <br />LAP WITH EXISTING & TAPE <br />ALL SEAMS <br />COMPACTED FILL OR STONE <br />TYPICAL EXISTING <br />3 SLAB TO NEW SLAB DETAIL <br />S 112 3/4" = 1'-011 <br />CONS <br />W/JO <br />CONC <br />COLU <br />TYPICAL ADDITIONAL <br />SLAB REINFORCING AT COLUMNS <br />4 <br />S 112 3/4" = 1'-0" <br />FOUNDATION PLAN NOTES <br />1. EXISTING STRUCTURAL DRAWINGS OF THIS AREA WERE <br />NOT AVAILABLE AT THE TIME OF DESIGN. ALL EXISTING <br />STRUCTURAL INFORMATION SHOWN IS FOR REFERENCE <br />ONLY. GC TO CONFIRM EXISTING CONDITIONS AND NOTIFY <br />FOR IF CONFLICTS WITH PROVIDED DETAILS/DESIGN ARE <br />IDENTIFIED. <br />2. GENERAL CONTRACTOR IS TO COORDINATE WITH <br />EQUIPMENT PROVIDER ON HOUSEKEEPING PAD <br />REQUIREMENTS. ARCH FOR FFE AND MATCH REQUIRED <br />SLAB ELEVATIONS <br />3. TOP OF SLAB IS ASSUMED TO BE 0'-0" REFERENCE CIVIL FOR <br />ACTUAL ELEVATION. <br />FOUNDATION KEY NOTES <br />1� (2) #5 x 3'-0" (2" BELOW TOP OF SLAB) AT EACH CORNER <br />OFSLAB/SLAB DEPRESSION, TYPICAL. <br />2❑ EQUIPMENT SUPPORT PAD - REFERENCE TYPICAL DETAILS FOR <br />MINIMUM STRUCTURAL REQUIREMENTS. COORDINATE ANY <br />ADDITIONAL DEPTH REQUIREMENTS FOR ATTACHMENT WITH <br />MANUFACTURER. LOCATIONS AND DIMENSIONS OF PADS TO BE <br />COORDINATED WITH MANUFACTURER AND MEP DRAWINGS. <br />❑3 4" CONCRETE SLAB REINFORCED w/ MICRO SYNTHETIC FIBERS <br />AT 1.5 Ibs PER CUBIC YARD (FRC MONO - 150 OR EQUIV.) OVER <br />15 MIL VAPOR BARRIER ON COMPACTED SUBGRADE. SOIL <br />SHALL BE COMPACTED TO A MINIMUM OF 95% PROCTOR <br />DENSITY. <br />4 RECESS SLAB MAY BE REQUIRED AT REFRIGERATOR/FREEZER. <br />COORDINATE W/ MANUFACTURER AND ARCHITECT WITH <br />REQUIREMENTS OF SLAB. EXISTING SLAB MAY HAVE RECESSES <br />&/OR ADDITIONAL SLAB AT EXISTING REFRIGERATOR/FREEZER. <br />FOR ESTIMATING PURPOSES, ASSUME (2) 4" SLABS AT EXISTING <br />REFRIGERATOR/FREEZER ARE TO BE DEMOED AND REPLACED. <br />SLAB ON GRADE: <br />SEE PLAN FOR SIZE <br />AND REINF'G. (TYP) <br />Aj-,� SEE PLAN <br />T/SLAB <br />COORD. LOCATION AND LIMITS <br />WITH ARCH'L. DWGS. TYP. <br />SEE PLAN FOR SLAB <br />DROP AMOUNT. <br />(4" MAX. TYP.) <br />RS&H <br />1715 N. Westshore Blvd., Suite 600 <br />Tampa„ Florida 33607-3999 <br />904-256-2500 Fax 904-256-2503 <br />www.rsandh.com <br />FL Cert. Nos. AAC001886 * IB26000956 <br />5620 * LCC000210 * GB238 <br />TLC <br />ENGINEERING <br />SCE! UT 10NS <br />255 S. Orange Avenue <br />Suite 1600 <br />Orlando, FL 32801 <br />P 407.841.9050 <br />www.tic-engineers.com <br />COA 15 <br />0 Copyright 2019 TLC Engineering Solutions, Inc. <br />TLC Project No.: 119333 <br />THINK* LISTEN* CREATE. <br />PROJECT TITLE: <br />KITCHEN RENOVATION <br />ADVENT HEALTH ZEPHYRHILLS <br />PROJECT ADDRESS: <br />7050 Gall Blvd Zephyrhills, FI 33541 <br />James R. Mitchell, P.E. <br />77 State of Florida <br />COMPACTED —�� Professional Engineer <br />SUBGRADE. (TYP.) License No. 66911 <br />8" <br />11 <br />This item has been electronically signed <br />nd sealed by the individual named above, <br />5 TYP I CAL S LAB STEP sing a dated Digital Signature in the spac <br />elow, per F.A.C. Rule17 <br />1G15-23.004. Printed copies of this co <br />S112 3/4" — 1'-0" ocum <br />ealed <br />ent are not considered signed and c <br />, and the signature must be verified o <br />n any electronic copies. ch <br />N <br />0 <br />c Y : No. 66911 `. * _ Digitally signed by James R Mitchell V <br />DN: CN=James R Mitchell, <br />OU=A01427E00000169C9FDEC4500000D6C, Z <br />J , TE OF c 0--TLC TLC Engineering Solutions, C=US <br />MIN - COORD WITH MANUFACTURER ,_ ��., oRtoP.:��` Date: zo2o.os.zsn:12s7-oaoa J <br />ACHORAGE REQUIREMENTS FOR T'P SS�orvA14 <br />ADDITIONAL CONCRETE DEPTH- LIMITS OF <br />EQUIPMENT CHAMFER Q <br />REVISIONS <br />U <br />tE NO CONTROL JOINT <br />'IDE (1)-#4x48" LG. <br />ERED IN SLAB. (TYP) <br />x T-0" (2" BELOW TOP <br />AB) @ EACH CORNER <br />ROL JOINT <br />BLDG SLAB <br />_o <br />�Z <br />LU Z <br />Wg <br />�a <br />#3 EW @ 8" OC MAX <br />TYPICAL EQUIPMENT <br />6 SUPPORT PAD ON SLAB <br />S 112 3/4" = 1'-0" <br />0 1' 2' 3' 4' <br />3/4" =1'-0" <br />0 2' 4' 8' 12' <br />1 /4" = 1'-0" <br />5 <br />DATE ISSUED: 03/20/2020 <br />REVIEWED BY: JRM <br />DRAWN BY: BAS <br />DESIGNED BY: BMM, JFS <br />PROJECT NUMBER: <br />504-0226-000 <br />© 2019 RS&H, INC. <br />SHEET TITLE: <br />NEW SLAB ON GRADE <br />PLAN <br />SHEET ID: <br />S112 <br />PROJECT STATUS: <br />CONSTRUCTION <br />DOCUMENTS <br />Copyright © 2018. This drawing is an instrument of service and property of RS&H, Inc. Any use or reproduction without the 2 <br />expressed written consent of this corporation is prohibited. All rights reserved. <br />3 <br />4 <br />