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C C d j x M 0 V J CD LZ 0 0 cV O N i_ .o T-1 37-8" 6'-0" 1. 2'-9" 5'-2" A S3 59'-4" 3'-8" 5'-1 " 6'-4" 3-0" TYP L 2'-6" x 2'-6" x 1'-O" S3 iNl (3) #5'S E.W. H.B. ........ ...... ------------ ......... — — :...-----�I—�—----- —— r INDICATES FILLED CELL w/ 3000 ------.�.�.�. .■ PROVIDE %2" x 9" N (2) #5 S - I PSI CONC. GROUT FROM FT. TO - RECESS FOR FRT. DOOR 31/2" SLOPE - ifl STEPS AS BEAM W/ (1) #5 REBAR VERT iO TOP OF CONC./ PAVER TO BE 4" = 10 REQUIRED ABOVE SLAB TYP @ ALL I PLACES SHOWN HOOKED FTG. 0'-0" BELOW FIN. FLR. I I 2'-0" 4'-0" 2'-0" 6'-0" 4'-6" 2'-6" PER FIELD CONDITIONS I DOWELS 5" EMBED W/ 25" EXT. I CJ ABOVE SLAB "GRADE 40 STEEL" _ — —I CJ CJ Sk r — ■ ■ ■ ■ ■ I— I PROVIDE 1y"RECESS I I — — — — — — — — — — — --- — — — CHASE AHU o TYP L S3 FOR SGD. REFER TO MASON'S SLOPE FOR ;� WIDTH I � BHVACASE BASED ON 2'-6" x 2'-6" xT-Ij LOCATION i WHW/ (3) #5'S E.. • `') I I � � I I I i 1_ _ I (2) #5 REBAR �3 1/2" I 32'-84" `�, 4'-8$" VERTICALS w/ in FILLED CELL I I — — 37-52 21'-24" 54" 3'-8" 7'-8" I I 2'-1"• • -31/2" SLOPE I 4'-0" ; I G ;; OPT. D I: I S3 CJ r— CJ CJ � �— — L I � .I............ r - _-_-_-_-_-_-_- -_-_- I' CJ I f4-• �—, 1 1 � � 1 1 u � EDGE OF SLAB 2" � 1 � o __ __-__-_--_ ■ ( KITCHEN ISLAN r I CHASE TO 2'-6"x2'-6'x1-0" LOW WALLS I I I o a I ISLAND 0o J ° BEYOND WALL J : L _— W/3-#5E.W. CJ L,----•—SINT<wl— J I I K O G : `' S3 ; I 2'-6" 1 N a l } S3 I j O o o r ( 23'-11" 2'-10" 4 14" � � I } 118' (. I (2) #5 REBAR iv A S3 : I CJ ; �cj �Cj00 K VERTICALS w/ in ) j I' S3 FILLED CELL Av N11 0'-.................. 0" 7 0 M I M 0? JI I zo % 13-54„ 7, J G ■ I r -2" �i CJ CJ j CJ .... :: CJ CJ I ✓:...... - ...... I ...... .. — — iIj r — — — I — — — �� — — — — —�— — — — —I 1 ; ih I I / ° r j 3-1/2" MIN 2500 PSI CONC 0'-0" i� SLAB OVER 6 MIL VISQUEEN ifi I JIi ....... I . �b� I VAPOR BARRIER I PSI CONC. SLAB FOR I i :::: I (3000 '- M HERNANDO COUNTY ONLY) ; 2'-6" x 2'-6" x 1'-0" W/ (3) #5'S E.W.CTI 'v • � I I ■0 ................. ...: .»............... .N. .. .......:. »■..» .....:» .............. :. ..... �. ............... .■ H.B� 7'-2" 5'-2" A S3 6-0" T-O" 4'-8" 7-8" 3'-4" FOUNDATION PLAN MONO - ELEV-B1 SCALE: %4"=V-0" NOTE: • WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS PREVALENT AREAS, APPENDIX "F" OF THE FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 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 WWF PLACED IN 1/8" SAWCUT x 1/4 SLAB UPPER 1/3 OF SLAB THICKNESS WHERE OR FIBERMESH SHOWN ON REINF. SEE PLAN. FOUNDATION PLAN ."LUz Uj J CONTROL JOINT DETAIL SCALE: 3/4" = V-0" -• . •' :;: #5 CONTINUOUS ' •' REINF. SEE FND. FOR -•' QUANTITY ' #5 X 25" X 25" CORNER • BAR ONE FOR EA. HORIZ. REBAR, TYP. ' U.N.O. *"Alternate: •; , The reinf. bars shall be •. •. cont. around corner by cold bending the bar w/ min. bar lap of 25". TYP. CORNER BAR DETAIL SCALE: 3/4" = 1'-0" °� N995 j�r Asf-,. VIJ <� :� `j 41 •e A Cr L 0, wt To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. U� F, q p E oho ti O M c0 1� �k N O N c0 J LL N cs V 0 J . rn-'0 LL a ai a �r—C - 0- aiMC) "a Y JLL U- Wa Z CIH = m v _ -W-r 'N W INLI L ZZ00 -jzW ra Om Cq ¢ UUJZ OU ❑ ❑�� ❑W V M N M o 8 O_ N M lL Cn Uj OW �N g U M I z�w Q 0 sm o o M M 2 S � z z � J U- Q O E zo g� Lu >� Gry Z ® U CU <� o� _C1 O 3 U a¢ 0° ° 05 aZ N � z <o ¢W s rp (n CY ¢o z U m� 0 0, z J yO < " QW Z z cn ~°gaso< Z go � LL a �w U ire ao a� x � O Jz � o3 � o O M w o� 0 H 0- V 03 O O O jL ! M L.{. ui nL1 W O m N Y O 0 rOrt V m O o N TTT V , v ■ N T ifi ,r L ^ , T i 00 r T E c N CM ilri z cc z :3 E O U) CID ac°�0 ;_ Q o CD JOB NO: 21-1078 SCALE : AS NOTED SHEET NO. 6