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c d n 59'-4" 611 H.B.t TYP L S3 2'-6" x 2'-6" x V-O" W/ (3) #5'S E.W. ~ r INDICATES FILLED CELL w/ 3000 PROVIDE Y2" x 9" `�' 'v (2) #5'S _ PSI CONC. GROUT FROM FT. TO BEAM W! #5 REBAR VERT RECESS FOR FRT. DOOR 31/2" SLOPE _ in ' STEPS AS (1) uO TOP OF CONCJ PAVER TO BE 4' I REQUIRED ABOVE SLAB TYP @ ALL I PLACES SHOWN HOOKED FTG. I `Q I � BELOW FIN. FLR. " " �� 2'-0 4'-0 2-0 6-0 ^ " �� 4-6 2-6 PER FIELD CONDITIONS I I - �0'-0" DOWELS 5" EMBED W/ 25" EXT. - CJ ABOVE SLAB "GRADE 40 STEEL" CJ - - - —+ I I - - r — - ■ ■ ■ ■ ■ ■ — r I PROVIDE 1 Y2" RECESS I I HVAC CHASE I AHU ( ��'��i TYP FOR SGD. REFER TO I BASED ON I I 1 L MASON'S SLOPE FOR n LOCATION i \\W.H./—/A = WIDTH - I LO M I I I I i L— I (2) #5 REBAR I 1/2" I 32'-8i" `� , 4'_g^ VERTICALS w/ in I �3 FILLED CELL L — — 37'-!q" I 2V-2j" I 5'-4" 3'-8" I 7'-8" 6I 1 2'-1" -31/2" I SLOPE I 4'-0" I G I OPT. D II PPLI 11 I °P I CJ S3 I --- CJ —rr}-- ----- -- r II 14 CJ I -r fl� _-- I I I I I I I I I L- J I I t--=__yt=�= —C--�.----- �1N — — — EDGE OF SLAB 2" I o CJ r — I — — I = 4 = O O ■ —I KITCHEN ISLAN r I I =------ ��==)�-=� IN U _- 1 CHASE TO I ISLAND I I 11tI I BEYOND WALL I J 2'-6"x2'-6"x1'-0" I LOW WALLS I I D W I Ml 0 1 1") 1 I ====-J1 1 -- - - - - - - - S3 I o W/ 3-#5 E.W. G CJ = � J� INK / DISC J I Irj I K M I S3 1 I 2'-6" 1 iv 1 1 11 / 11 � S3 1 I = o I 23'-11" 2'-10" I IL I INt I us)I I 11$" I I I I (2) #5 REBAR A S3 o h I I I I f K S3 VERTICALS w/ in FILLED CELL o0 iv I CJ CJ - - } - - - �- I - - - T I I - - I r-j■ 0-0 �— , ■ i1 L ,'� ------ —J I Li 11 co ao I ■ M 13'-5j" 7'-2" \ / 1 1 ■ �, CJ CJ 1 A. CJ CJ CJ co I I '- II '-;; � 1 I rj 3-1/2" MIN 2500 PSI CONC I 0'-0" I /I,�i SLAB OVER 6 MIL VISQUEEN ■ VAPOR BARRIER I rn I I I ° I (3000 PSI CONC. SLAB FOR r,l i M HERNANDO COUNTY ONLY)0 I L--------------- � 11 I y--►" ----I-- ------ 1 ---------+--------- J d• ■ ■ ■ ■ N ■ ■ ■ ■ ■ ■ ■ ■ ■ 6'-0" 4'-0" L S-10" L 4' T-8" T-4" FOUNDATION PLAN MONO - ELEV-B1 NOTE: • WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS PREVALENT AREAS, APPENDIX "F" OF THE FBC 6th EDITION (2017) BUILDING IS TO BE IMPLEMENTED. CONCRETE STRENGTH IN THESE AREAS TO BE A MINIMUM OF 3000 P.S.I. THEREFORE, ANY AND ALL NOTES ON THESE PLANS THAT INDICATED 2500 P.S.I. SHALL BE REPLACED WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH • SEE SHEET SN FOR SOIL & TERMITE NOTES. BORATE / BORACARE TREATED LUMBER IS AN ALTERNATE TERMITE PROTECTION TO SOIL POISONING VWVF PLACED IN UPPER 1/3 OF SLAB OR FIBERMESH REINF. SEE PLAN.- 1/8" SAWCUT x 1/4 SLAB THICKNESS WHERE SHOWN ON FOUNDATION PLAN Uj co CONTROL JOINT DETAIL SCALE: 3/4" = V-0" CONTINUOUS :INF. SEE FND. FOR JANTITY X 25" X 25" CORNER R ONE FOR EA. IRIZ. REBAR, TYP. J.O. temate: reinf. bars shall be t. around corner by cold ding the bar w/ min. bar lap of 25". TYP. CORNER BAR DETAIL SCALE: 3/4" = 1'-0" go WIV : J r � � U A FL rr��A� ROFESSION�� To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. 61 I- _ col,' 8 N m W CD$ 0 N C) J �LL �LLLLwa S , rq 0 ,611 W ai�LLi2aLOU z Qa� p �9 = °� O F gO a , m 0 CO W Z L iE01rn o N N M Z Q J z ° 000 W z z C � Q t1. U I N -J tf z - a- -+ LU OW tov) c 8 U 0 Of w o w M E o oLL < F �o Q E 0 Q oa 28 z 8 mo ZLL � W Qw W N d °o v a ow Eji�°d v �N 0 = L > ._ c� O O O Q nn Oi Z N cC r L O T E N N z Z = E O E w a U -j Q p JOB NO: 20-2748 SCALE : AS NOTED SHEET NO. 6