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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 WVVF PLACED IN 1/8" SAWCUT x 1/4 SLAB 65'-0" UPPER 1/3 OF SLAB THICKNESS WHERE OR FIBERMESH SHOWN ON 5'-4" 1- s 3'-2r 5'-0" 5'-0" 5'-10" T-10" 6'-0" 6'-0" S-10" 2'-104" 5'-11 5'-0" 5'-4" REINF. SEE PLAN. FOUNDATION PLAN 3-0- —"-'� w w H.B. U.N.O.P1 STORY S3 ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ Jim ------- — ------- ■ ■ ■ ■ .......... 0� 4 11I — — � I I .. I 16'-0" 6'-10". .. 10'-0I I I I lI _ = I SINK / DISP { 1 L I i D.W. o o I :: :::. {11 S3 CLO STEPS AS :: L11 L---J--_----I CHASE TO IS D-=- E _ _ _ _ _ _ _ _ ► _— — ■ �� " C�J------------J OPT..: TCr� CJ; PROVIDE 1 Y2 RECESS oTYP@ I I I CJ-tl!I ■ 1 STORY U.N.O. REQUIRED R TOT REF. ; ::: '.: '. '. '. '. '. '. '. '. '. '. '. '. '. '. '.: : '.'.'. I FOR SGD. REFE11 ::::: 10'-104" PER FIELD MASON'S SLOPE FOR KITCHEN ISLAND �q CONDITIONS I WIDTH �I� LOW WALLS I • ::: •: I : ' :: o r 4'-0" i 16-10" .12,-10" INDICATES FILLED CELL w/ 3000 PSI : `r CONC. GROUT FROM FT. TO I W/ (1) #5 REBAR VERT ABOVE SLAB \ :::::::::::::::::: :::::::::::: ::::::::::: ::::. ' :: ' ' : ........ ■ ■ ■ ■ \ TYP @ ALL PLACES SHOWN I I „ S 0 -0 TOP OF CONC.I PAVER T BE 4 ■ (2) #5 REBAR HOOKED FTG. DOWELS 5" EMBED I BELOW FIN. FLR, HVAC CHASE 4--0" 4'-4" 4'-6" VERTICALS w/ in W/ 25" EXT. ABOVE SLAB "GRADE 40 /— BA 9" I STEEL" \ PROVIDE Y2" SLOPES I FILLED CELL x �� LOCATION I \ I RECESS FOR FRT. POOR L c \ I 2'-6"x2'-6"X1'-0" FTG LO I 'T 25'-10f" 9'-51 $" W/ (3) #5 E.W. 5'-0" Lo cOIon pvw�m Q) . . . . . . . . . . . . . . . . . z� r= ■ sv i I CC (2) #5 REBAR 00 TYP @ 1 STORY g3T S3 I '- U.N.O. S3 VERTICALS w/ in Ir I FILLED CELLjr 2'-6"x2'-6"XN 1'-0" FTG 1= n �� �- 2 6n x2-6� n x 1'-0n W/ (3) #5'S E.W. _ r (2) #5 REBAR VERTICALS w/ in I W/ (3) #5 E.W. G -3 1/2" I S3 o I I OPT. D PT. SLOPE -� M FILLED CELL A" . .. ..........: 0 __-- ____ I = 5'-3" 1'-10" 3'-6" I O I I: I M o � II N ■ — CJ ; ; CJ ; — CJ I 3-1/2" MIN 3000 PSI CONC. I I ' 2'-7" 7'-10" 1'- ": ' EDGE OF SLAB 2" T T SLAB FOR HERNANDO BEYOND WALL I COUNTY ONLY I J N 'n 3-1/2" MIN 2500 PSI CONC K SLAB OVER 6 MIL VISQUEEN I M I S3 I I I S3 VAPOR BARRIER r ' ' N 35 -4" 20'-6" . BUILDER TO ■ 10'-0" I I I•' PROVIDE I (2) #5 REBAR I I I APPLIANCE VERTICALS w/ in 4'-0' 12'-1" ' O PROTECTION FILLED CELL I H. WHEN REQUIRED � �---L � � ••-- PER FBC --- -- ------�' — — -- — -------) .........-------+- ;0................. 1' M A S3 TYP @ 1 STORY U.N.O. 6'-0" 55'-10" 65'-0" 5'- H.B.. -0" 7'- FOUNDATION PLAN MONO - ELEV-B1 SCALE: Y4'=l'-0" CONTROL JOINT DETAIL SCALE: 3/4" = 1'-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 comer by cold bending the bar w/ min. bar lap of 25". TYP. CORNER BAR DETAIL SCALE: 3/4" = 1'-0" 0. •' p F 1 •' O F E g S1 O 01 To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. a $ I c aO O N-" oD N it J N QQQU. 5 G 9 1 - * W W Qgg n u•LL a a t9 U.LL •- z 0 = to p tr f- to Wr9i�4jOJ J o a Z 00 d yq�prn N Q z °C DDD W ( Z N Z Z n CD +-+ W O r.L, g N N c c' .e � � n c � < • M W Z M J ii S zd Q o E 0 ro Uj QQo X U oa wO SO U i N C o 8a z J wm -Z W U o � 121U211,, S � � �5 �g v ZIa 3 0 = >n � M M � O ^ T co o = 04 �— E z � C11 M o z r- E O o JOB NO: 20-8080 SCALE : AS NOTED SHEET NO. 6 iC Z