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I I 1 _ 1 ILL 111 1 1 TYP @ 1 STORY A U.N.O. S3 2'-6" x 2'-6" x 1'-( W/ (3) #5'S E.W. H.B. ' I T-O" ) I N I LO4. I � I f 1 1 ■• I • I I I R: OPT. D I &T. V—Ji TYP1 STORY t iziE_ 31/2" SLOPE I iv U.N.O. in A I co I I GI) : II o �G I CD 00 — ■ _ _' _ _ _ zo - _ : I INDICATES FILLED CELL w/ 3000 PSI CONC. GROUT FROM FT. TO BEAM I I CHASE TO I I ISLAND I ' 11 •• .. • • • * , BUILDER TO PROVIDE J i W/ (1) #5 REBAR VERT ABOVE SLAB I TYP @ ALL PLACES SHOWN KITCHEN ISLAND I I LOW WALLS K S3 APPLIANCE PROTECTION WHEN REQUIRED PER FBC S3 I HOOKED FTG. DOWELS 5' EMBED "GRADE — W/ 25" EXT. ABOVE SLAB 40 I I I.• 4'-0" I STEEL" 25'-6" II I I I 20'-6 1 6'-8" 1'-4" II �=tea I I r r` STEPS AS REQUIRED I II `o I I I I II L JNI I: 7_5" T-1" 5'-8" Co PER FIELD CONDITIONS —_ 3 I I I II r 1AIZ PROVIDE 1 Y' RECESS n I II N �„ (: • ci?° I I K CG I CC c 2'-6" x 2'-6" x 1'-0" W/ 3 #5'S E.W. O - io ■ FOR SGD. REFER TO I I �L �J�I _ "' I III — — — �� I :: �W.H.\� S3 S3 I S3 r MASON'S SLOPE FOR ' WIDTH I III D.W. IN I \ CA I IN ' o —CJ III -- — — .. ..... — �4 — — _ o o S3 —I— — I I — —— J'FPROVIDE SLOPE CV o 31/2" /2" . I 2'-6"x2-6"x1'-0" - �31 T-1 4,_8„ 3-1/2" MIN 3000 PSI CONC. SLAB FOR W/ (3) #5'S E.W. Y2' x 9" I N L oo CO — — I HERNANDO COUNTY ONLY I RECESS FOR FRT. DOOR ■' 3-1/2" MIN 2500 PSI CONC SLAB OVER 6 TOP OF CONC./ PAVER TO BE4' I I MIL VISQUEEN VAPOR BARRIER BELOW FIN, FLR. T-8" ` G S3 .. ■ ■ ■ ........ 51,! . r rA 00_01" ■ ' I 17'- ' ' ... 36'-6j' .. ... .......... ac.. . . • TYP @ 1 I j 2'-6"x2-6"x1'-0" STORY U.N.O. o W/ (3) #5'S E.W. I ' CJ • 'CJ CJ — CJ 04 I o HVAC CHASE / / ........ —Cr. . "' - I( III in BASED ON LOCATION II I I I rro I • /// r / II I r1II N I �00 17-2g" 2"_9" 2"_8" 2'-118"II 1 I / '� N MI _=====� j ► t t o? 4T, u .......... a i I A 91 k H 2' S-20" 1 2' TYP @ 1 STORY A U.N.O. S3 9- FOUNDATION PLAN, 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 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 LU U g CONTROL JOINT DETAIL SCALE: 3/4" = V-0" ; b #5 CONTINUOUS .; , . , • '•. REINF. SEE FND. FOR ' •• • QUANTITY ••• •• #5 X 25" X 25" CORNER ' ' �• ' ' •' '' BAR ONE FOR EA. ' ' •�•• 'H H HORIZ. REBAR, TYP. •.. '•.. :. U.N.O. • •. • •. • • **Alternate: _ ; • The reinf. bars shall be - • • •. • • • • • • .r•:.•.•.•:.•. j• �.r.:.•. j•�.•.� cunt. around corner by cold bending the bar w/ min. bar lap of 25". TYP. CORNER BAR DETAIL SCALE: 3/4" = V-0" r� 0 0 M M 8 z N f0 z10 C d N V1 V+-jJ( M cc z LL' O V) c � �N F— o Co U W ~ 2 $ U �i N 0 • Q � o s N N Z� zJU ' W �lfl/,y 1LL aW o t9 �_ •pR 0 F Es5\' % 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 Sth Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. co M Z_ w LJL E 4F zo oo � >m ao Q t— @ —CL U O 0Z z O E ar ap wg gz ww �� C zZ OOYJ NJ mo Zz Z@ �T QCJ r� 0 oLL Q W o a W Q3 U �0 oz � W c NNNNN� o w F >= a i ova r o T > co L ,= WIt N oow. LL > O Q C o N H m 'T O _ Y, rt r• LO ui M co`'- (h M c E OLD a U Q p JOB NO: 19-5340 SCALE : AS NOTED SHEET NO. 6.0