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C d 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 65'-0" UPPER 1/3 OF SLAB THICKNESS WHERE OR FIBERMESH SHOWN ON 64" 1-*" X-28 5'-0" 5'-0" 5'-10" 3'-10" 6'-0" V-0" 3'-10" 2'-10�" 5'-116644" 5'-0" 5'-4" REINF. SEE PLAN. FOUNDATION PLAN w w A C a H.B. TYP P@ 1 STORY S3 ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ .................... - - - - - - - - - - - - - - - - ■ ■ ■ ■ ...................... ------------ 0", — I �� co- I , I 7 .. I _v 2 -4 V-10"• iI16'-0" I0'-0" 3 1/2" \\Oiio l r , I \ISINK / DISP--I \ \ ------ o I :: in \ \ I \ \ I I D.W. I I I .. ; I} I S3 C� �' .- S3 \� 1I \ I L — — — J -- _---- I CHASE TO IS SID \ \ -�� ---------=---- _-- I I I1 ot TYP @ 1 STORY U.N.O. ■ \ \ STEPS AS REQUIRED PROVIDE 1 Y RECESS \ " \ CJ L _ _ _ _ _ _ _ _ _ _ _ _ J CJ OPT. , - C;1 CJ, ; I FOR SGD. REFER TO \ \ REF. ::: '.: '. '. '. '. '. '. '. '. '. '. '. '. '. '. '.: : '.'.'. CJ —tI I ■ ::.' 10'-104" PER FIELD I MASON'S SLOPE FOR \ KITCHEN ISLAND ; is CONDITIONS LOW WALLS WIDTH \I� \ I I . • _ 4'-0° I \ \ ; :........ :: 16-10„ 12'-10" o J INDICATES FILLED CELL w/ 3000 PSI CONC. GROUT FROM FT. TO BEAM \ \ — — — — — — •— — — — — W/ (1) #5 REBAR VERT ABOVE SLAB \ ■ ■ ■ TYP @ ALL PLACES SHOWN I \ \ I `� 0'-0" TOP OF CONC.I PAVER T BE 4" ■ ■ 2 #5 REBAR () HOOKED FTG. DOWELS 5" EMBED \ \ I \ HVAC CHASE BELOW FIN. FLR. 4'-0" 4'-4" 4'-6" 0. VERTICALS w/ in �� " \ W/ 25 EXT. ABOVE SLAB GRADE 40 \ \ I STEEL" \ BASED ON I SLOPE,, FILLED CELL PROVIDE Y" x 9" 2 \LOCATION RECESS FOR FRT. POPJR cn I L io d• c \ ` 2'-6'W'-6"X1'-0" FTG 'n I S3 �v 25'-101 $" \ \ 9'-51 a" W/ (3) #5 E.W. I 4'-4„ �LL O) \ \ . . . . . . . . . . �— I — — — — `c•I`c` ■ = 9 e I (2) #5 REBAR °P TYP @ 1 STORY g3T \ S3 CC I '- U.N.O. _ S3 VERTICALS w/ in I _C I AHU I I FILLED CELL 2 6 x2 6 X1 0 fill FTG _ 3'-5" _ _•� _•� -- W/ #5 E.W. 7'-1" 2'-6 x 2 6 x V-0A, W/ (3) #5'S E.W. �a (2) #5 REBAR VERTICALS w/ in (3) G -3 1 /2" S3 o I 1 I I OPT. D '100 SLOPE I M FILLED CELL _ I ■ — _.----- ( _ M 5'-3" ' 1, 1-103._6. I O I I I: r co ° f _ I —J ■ I 3-1/2" MIN 3000 PSI CONC. I I ' 2J 71' 7'-10" 1'-I " EDGE OF SLAB 2" I I I SLAB FOR HERNANDO BEYOND WALL = I COUNTY ONLY J 3-1/2" MIN 2500 PSI CONC K S3 't' I SLAB OVER 6 MIL VISQUEEN I MI I : ; S3 VAPOR BARRIER r N 35:-4" ■ • 10'-0° I :: BUILDER TO I :: I :: PROVIDE I (2) #5 REBAR I I : ; APPLIANCE VERTICALS w/ in 4 0" 12 1 O PROTECTION FILLED CELL W.H. WHEN REQUIRED 0 PER FBC ................ ------ ..... 00 ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ 5' A S3 TYP @ 1 STORY U.N.O. 5' H.B. k0lil 7'-1 FOUNDATION PLAN MONO - ELEV-Al SCALE: Y4'=1'-0" CONTROL JOINT DETAIL SCALE: 3/4" = V-0" CONTINUOUS :INF. SEE FND. FOR IANTITY X 25" X 25" CORNER R ONE FOR EA. 1RIZ. REBAR, TYP. J.O. ternate: 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" = V-0" cZ0 W 14 _ Q �• t C) OFESS\014 \\ To the best of the Engineers knowledge, information and belief, the structural plans and speaflcations contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and sea] is only for the ftctural engineering portions of the drawing pages bearing Engineer's signature and sea]. t» � W a n Q N N N J 6 J - Lo al LL di fA r t` J W Lu ayM sr LL y Y M LL LL L W 0 `° M C ot 13 o,-- .4_ C"o , __j W :5 '�5 ;; co -J --e IL_Z Z N M Z 6 L.0 0Q U�rvn Z O U ❑❑❑ W (D ® z W v) d � U) V) �^' Z LL 4_j cn V p —� O „, 8 �Ult C d '— CB •v U � LLJ 8 z U c 0 o M 0 w _ LL E w� g� ?o iZ z® a ° CU U �_ f � 5z°0 VO .8 oa S° z o 04 H ry N C "� 0 zz Z � C J 3 [� a �w g aw U a W d 3 yw r� o NLL 0_ v zl� °3 LaL J O M T c� L t: U 0*) _ •� Cl) Y o T— O CL m i o Cfl � T v M 0) r = CV T— •� 'd O coo) T2 � T E r cN r z z co E O U E D ai c d U _j Q p JOB NO: 21-1069 SCALE : AS NOTED SHEET NO. 6