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'1 c 54--0" T-8" 3'-58" 2,_68" 6'-0" 6•-0" 6'_0" 3'-10" 4'-2" 31 2g.. 2, 9R.I 6'-0" 3' 0" A TYP @ 1 STORY H Bt S3 U.N.O. ■ ■ ■ ■ ■ ■" .. ■ ■ ■ I 9 ■ ■ 'r J' + LO 17,_2j" 2'-9" 2'-8" -118 I I: I I r 1t + N I`� II II•' r` � III it01-0.1 I ■` � - qI II II. II II L-i I _ 11 N 1 I HVAC CHASE ..`' 4( 1 } /III I o 10 BASED ON --L 10'-10$" M LOCATION ■' ........ o C—j:.CJ H� CJ CJ 2-6x2-6x1-0 " "' I W/ (3) #5'a 6g TYP @ 1 ....N ■. 0'-0., .........:— . STORY U.N.O. A 0) l ''!: - J:............................ ::..... �.. . I S3 I 3-1/2" MIN 3000 PSI CONC. SLAB FO ■ TOP OF CONC./ PAVER TO BE 4" T-8" 4'-4" I ■; I HERNANDO COUNTY ONLY BELOW FIN.FLR. 3-1/2" MIN 2500 PSI CONC SLAB OVER 6 7-1a 4'-8" I PROVIDE Y2' x 9" 2'-6"x2-6'x1 -0" C� L �' -3 1/2" MIL VISQUEEN VAPOR BARRIER 8'_6j" RECESS FOR FRT. DOOR W/ (3) #5'S E.W. I - 3 1/2" SLOPE S3 N `D 16'-118" }I� r ,•■ 4 io in L - - I- - _ - - -CJ ■ to — — _ q I I III III II D.W. III �` 1 ■ <V K CC CC STEPS AS REQUIRED ■: I I I I I b r PROVIDE 1 ' RECESS I to I Y2 N L JNI S3 S3 I S3 I Q _ 4 i� PER FIELD FOR SGD. REFER TO = 3 MASON'S SLOPE FOR I I11 r �blZ I ' T 4' T-1" xw � M CONDITIONS ( I 1lcn9 WIDTH `Q in 4'-0" 25'-6" I �� =J� 20'-6' N U I I I I LC J EDGE OF SLAB 2" (2) #5 VERTICAL BARS " �? I BEYOND WALL I KITCHEN ISLAND LOW WALLS K S3 BUILDER TO PROVIDE I J S3 ' ( I I CHASE TO . ' ' ' ' ' ' ' I I ISLAND APPLIANCE PROTECTION I WHEN REQUIRED PER FBC = ■ • - - - 3000 PSI _ io INDICATES FILLED CELL w/ t CJ t CJ I 00 CONC. GROUT FROM FT. TO BEAM F, S3 W/ (1) #5 REBAR VERT ABOVE SLAB :: I iv TYP @ ALL PLACES SHOWN I I I in TYP @ 1 STORY U.N.O. I HOOKED FTG. DOWELS 5" EMBED /EELEXT. ABOVE SLAB "GRADE 40 I I -� --• '^I� : -F--�� -3 1/2" v SLOPE � I I a I I STEEL" I &T. V�1 I OPT. D 1:: 1 ■. 01 0"� I I I I I Le J I I: (2)#5 20'-101-7t ----J 4'-711" I I VERTICAL ' I BARS _ N10 I , CV 3'1" I_ 2'-68" A TYP @ 1 STORY S3 U.N.O. "e 2'-6" x 2-6" x V-0" W/ (3) #5'S E.W. - 5'-2k H.B.+ a'_ FOUNDATION PLAN MONO - ELEV-B1 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 w z w �5 U) CL 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 ��;,: ��,: • �;;,;;�;:,: •'� f,: ��; cont. around corner by cold bending the bar w/ min. bar lap of 25". TYP. CORNER BAR DETAIL SCALE: 3/4" = V-0" w +� ' ��► :z Ir To the best of the Engineer's knowledge, information and belief, the structural plans and spedfications contained within these drawings comply with the 2020 Florida Building Code - Resldentlal 7th Edition Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. H OD E a o 00 M it � V 0 Lo8 c�p y� U. 00 Jl ik LL uu, 40 ,� (0M7;P rL Y 13�LLii 2 $mS 0o �' W f4 (V rD Q' J m °' °' ¢ a IL= co M z O (: Q U N O U = V cm, _� co z co z � � J — d 13 0 z �GA Cz LL0 .O V) W C Il I O m r— O Mh M p w ZZZ Q E 0 t— 0 q 5R U ` W ¢ � � z O E i � a p °� g Z 0 z zZ rya r� z O 00 a2 n� u 3 0 c O = rn B m c� L tv J QcYi .� lid N CN O ca � U ) = L N LO CV CN T= N 0 N T r .. E E V : N M z cc Z E C) c m F E U � v ai Q p JOB NO: 21-1076 SCALE : AS NOTED SHEET NO. 6