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A Z-106 " 5'-1 A H.B. TYP @ 1 STORY S3 U.N.O. WAIII]Y ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ 'f Lo.• I � r "' •• •• i Q et \\ I _ 9 \ C11 to 0,-0„ ■ -31/2" . I \\ c co ----- I \ \ \ I ,--�-�—�—SINK I DISP — — I :: I t ; = I , I '�' \ \ F�---� • • " o ' : III A o "' L \ \ I I D.W. I o I o I I ' ' .. ' ... .. . • I \\ ---- �� — J ____—_—___ \ \ ----- CHASE D — ---- o i I I ( TYP@ 1 STORY U.N.O. • STEPS AS REQUIRED PROVIDE 1 }�" RECESS \ \ CJ L — — — — — — I FOR SGD. REFER TO \ \ — — — — — — CJ OPT. REF. T �J '.: '. '. '. '. '. '. '. '. '. '. '. '. '. '. '.: C,t : .' .'. .'.'.' CJ —t I 10'-10" I ■ PER FIELD MASON'S SLOPE FOR \ I KITCHEN ISLAND �q CONDITIONS WIDTH �� \ LOW WALLS .: : : I : :: c 4'-0" I \ \ • 16'-10" 12'-10" INDICATES FILLED CELL w/ 3000 PSI \ \ CONC. GROUT FROM FT. TO BEAM \ \ \ \ r — — — — — •— — — — W/ (1) #5 REBAR VERT ABOVE SLAB \ :::::::::::: ......::::: ::::. ■ ■ ■ .:::::::::::::::::: • I U'-0" TOP OF CONC./ PAVER T BE 4" • • TYP @ ALL PLACES SHOWN I \ \ I \ ■ ■ 2 #5 REBAR () HOOKED FTG. DOWELS 5" EMBED I \ \ HVAC CHASE BELOW FIN. FLR. 4'-0" 4'-4" 4'-6" VERTICALS w/ in W/ 25" EXT. ABOVE SLAB "GRADE 40 � \ I STEEL" \ \i6 PROM DE Y2" 9" SLOPE FILLED CELL OCADTION x \ \ \ I RECESS FOR FRT. OR \ \ 2'-6'x2'-6"Xi'-0" FTG in I �» S3 Q = 25'-101 ;- \ \ \ 9- W/ W/ (3) #5 E.W. 5,-0" I in or vvvvz - - - I- cJ CJjini I S3 CC (2) #5 REBAR Do TYP @ 1 STORY g3 . • \ U.N.O. 33 VERTICALS wFILLED CELLfV2'-6"x2'-6"Xi'-0" FTG__2'-6" W/ (3) #5 E.W. _ _._ _ � -31/2" ^ x 2'-6" x 1'-0" W/ (3) #5'S E.W. (2) #5 REBAR VERTICALS wAin I I I I _ � OPT. D PT. I SLR I FILLED CELL ilv�i 0 '......::::::............... - �_-_-___ V-7 V-10' 3,-0" I O T. o CD ■ CJ C • I 3-1/2" MIN WOO PSI CONC. I I J 2 ' ' 7'-10" 1'-I'I • EDGE OF SLAB 2" I I SLAB FOR HERNANDO BEYOND WALL I COUNTY ONLY I J iv 3-1/2" MIN 2500 PSI CONC SLAB OVER 6 MIL VISQUEEN I LA I K I :: S3 I S3 VAPOR BARRIER : ; V • BUILDER TO ■ • • , : PROVIDE I (2) #5 REBARAPPLIANCE I I VERTICALS In 4'40" 12'-1" ' O PROTECTION FILLED/ FILLED CELL I :: • • : W.H. WHEN REQUIRED o PER FBC ----------�- --- —• — . . — — ——— — — —I:. — — -- +--± ------J A - - - - H.B. S3 TYP @ 1 STORY U.N.O. Win a'-n" rR'-n" a'-n" V-2i" T-11" FOUNDATION PLAN MONO - ELEV-B1 SCALE: Y4"=1'-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 WVVF PLACED IN rl /8SAWCUT x 1/4 SLAB UPPER 1/3 OF SLAB THICKNESS WHERE OR FIBERMESH SHOWN ON REINF. SEE PLAN. FOUNDATION PLAN ILU u' o� CONTROL JOINT DETAIL SCALE: 3/4" = V-0" CONTINUOUS :INF. SEE FND. FOR 1ANTITY X 25" X 25" CORNER R ONE FOR EA. IRIZ. REBAR, TYP. J.O. Iternate: i 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" ii 'p Ye WIV :4 P 4 �• •S• �.0 Q — , 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 0th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W W Oil: o� tp Ig 0) J M, C'A� C U LL LL 1 a (A LL •) - - . N aimii ILap •per _ Y i K O ILZ C14� m o NO N 601 - J W 6 6 ❑❑❑❑ 0 z z z g a a N Z •V 0 LU U U • a, - M W J Hz c � ao QE E N O � p z ~ C-P N O� ygypzz �R Wz C13 �?� z � Z W 36 CD 5 °I g� dN'. J L 14 C .2 CO .= Z NC LO E M N z z E O O•• m •m.• E a U J Q 0 J JOB NO: 20-0560 SCALE : AS NOTED SHEET NO. 6