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65'-0" 5'4" ,, 1'- a" 3'- s" 5-0" 5--0" 5'-10" T-10" 6'-0" 6'-0" 3'-10" 2'-10 4" _ 5'-11 a' L 5'-0" 5' 4" H.B ' I A TYP @ 1 STORY S3 U.N.O. 0 r \ 16'-0" 2'-�a� 6'-10" I \ \ r III II 0'-0" ■ -3 1 /2" \ III I \ \ o \ I _-_ SINK / DISP I I I oo LO in I \ I - - \\ r�-- �rr�(-�� l o III "' A N o S3 .- I \ \ II D.W. IIII �� II �> I� I I III S3 I L _ _ - J L�-__�_�_ _ I CHASE TO IS D - \ \=---------_�--- -- II( i I I TYP @ 1 STORY U.N.O. STEPS AS REQUIRED PROVIDE 1 Y" RECESS \ \ CJ L - - - - - _ _ _ _ _ _ _ J CJ OPT. -1-CJ CJ I \ \ REF. FOR SGD. REFER TO \ \ CJ-+l ( ■ 10'-104' PER FIELD ( MASON'S SLOPE FOR \ KITCHEN ISLAND CONDITIONS WIDTH \I� \ LOW WALLS I o 4'-0' I \ \ 16'-10" 12'-10" INDICATES FILLED CELL w/ 3000 PSI CONC. GROUT FROM FT. TO BEAM \ \ W/ (1) #5 REBAR VERT ABOVE SLAB \ \ TYP @ ALL PLACES SHOWN I\ \ ■ ■ ■ ■ ■ 4'-0" 4'-4" 4'-6" (2) #5 REBAR 0'-0" I HOOKED FTG. DOWELS 5" EMBED \ \ BOP OF iNN LRPAVER T BE 4" VERTICALS w/ in W/ 25" EXT. ABOVE SLAB "GRADE 40 \ \ \ HVAC CHASE FILLED CELL I \ \ BASED ON STEEL" \ PROVIDE Y2" x 9" SLOPE I \ LOCATION I RECESS FOR FRT.POOR- I? I \ \ t \ I \ \ 2'-6"x2'-6"X1'-0" FTG is I _4 S3 25'-101zs \ 9'-5128 W/ (3) #5 E.W. 5'-0" I \ \ \ — , \ \\ ■ ■ ------------- - O _ CJ CJ \ \ — TYP @ 1 STORY 3 \\ K \ I CC 2 #5 REBAR O I _ U.N.O. \ S3 S3 VERTICALS w/ inT '- I Tri I AHU I f FILLED CELL CV = 12'-6"x2'-6"X1'-0" I 2'-6" x FTG =' T-5" - - - - ' T-1" W/ (x W. W/ (3) #5'S E.W. W/ (3) #5 E.W. - - - I -3 1/2" G � - --� - � - (2) #5 REBAR �-----Ir--_ i S3 SLOPE, I —� M VERTICALS w/ in I I II (---1 I I OPT. D FILLED CELL — -) -1W i i i L -J o M 5'-3" 1'-10"04 o fr ■ CJ CJ CJ I I 3-1/2" MIN 3000 PSI CONC. 2'-74" 7•_10" 1'_ EDGE OF SLAB 2" I zo rn SLAB FOR HERNANDO BEYOND WALL I COUNTY ONLY I I J C� 3-1/2" MIN 2500 PSI CONC. N - K S3 SLAB OVER 6 MIL VISQUEEN I M VAPOR BARRIER N I 364" 20'-6" PROV DETO I (2) #5 REBAR ( APPLIANCE VERTICALS w/ in 4'-0" 12'-1" - �� PROTECTION FILLED CELL 4. s WH. WHEN REQUIRED PER FBC ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ 1'-6" L 5-785" A S3 TYP @ 1 STORY U.N.O. 6'-0" G$l� 7'-10" 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 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" SAWGUTx 1/4 SLAB UPPER 1/3 OF SLAB THICKNESS WHERE OR FIBERMESH SHOWN ON REINF. SEE PLAN.— FOUNDATION PLAN v w z •7� UJI � a 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" = V-0" r i' R 1111104fgg�',, ;�?0iv w v �v � P •4s,e0.•'� 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. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. to ' MAN ® v6 IsrI o 00 vE ctOv�� O O O fD N e O Uj J M N N � � � LL. y M Vl 00 0 Uj M W y & S a d - 0 Z a�-, a ° Yw9m m 00 W W M otiC° 2EcP moo° U0 (5 0)N « N o ¢ O 7 Q M z U 0 J z bU ❑�❑ W M C> N O J M U- U W On Q w E 0. wa o U m w m o!`, r— m E 0 8 = o U 0 ®0 �m o m w C`, M o z Z¢ LL w� O g Zo N Q 0 � Z - od �_� 00 O N (O L a� ao ¢< wz Q O m 0 O N o< a0 Q OF U ao C o w� �O O �Y z¢ a ij3 �N 0 = J `WJ ICU O > M C � O O m co T : !� >' N J r I O r N O M � E c o m o Z cc Z E O N a E U 0 JOB NO: 20-2751 SCALE : AS NOTED SHEET NO. 6