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NOTE: <br />• WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS <br />PREVALENT AREAS, APPENDIX "F" OF THE FLORIDA BUILDING CODE <br />7TH EDITION (2020) RESIDENTIAL IS TO BE IMPLEMENTED. CONCRETE <br />STRENGTH IN THESE AREAS TO BE A MINIMUM OF 3000 P.S.I. <br />THEREFORE, ANY AND ALL NOTES ON THESE PLANS THAT INDICATED <br />2500 P.S.I. SHALL BE REPLACED WITH 3000 P.S.I. FOR THE CONCRETE <br />STRENGTH <br />• SEE SHEET SN FOR SOIL $ TERMITE NOTES. BORATE / BORACARE <br />`•,`a • ii.: TREATED LUMBER IS AN ALTERNATE TERMITE PROTECTION TO SOIL <br />'' •''}"� #5 CONTINUOUS <br />25'-0" POISONING <br />VWVF PLACED IN 1/8" SAWCUT x 1/4 SLAB " r <br />UPPER 1/3 OF SLAB THICKNESS WHERE REINF. SEE FND. FOR <br />13'-4" 10'-0" <br />OR FIBERMESH SHOWN ON ¢ QUANTITY <br />REINF. SEE PLAN. FOUNDATION PLAN • • • u #5 X 25" X 25 CORNER <br />- <br />• BAR ONE FOR EA. 1 4 <br />• HORIZ. REBAR, TYP. <br />U.N.O. 2'-0" x 2'-0" x 1'-0" L 2'-0" x 2'-0" x 1'-0" <br />�- LL, g ., W/ (3) #5's E.W. <br />"' .. .. ��. "'Alternate: W/ (3) #5s E.W. <br />• z--- ; The reinf. bars shall be <br />TY <br />S3 <br />�r • •r.• ` `� •`. �r. cont. around corner by cold - P• <br />' ' ! bending the bar w/ min. <br />bar lap of 25". <br />- S3 ------ — ---- <br />CONTROL JOINT DETAIL TYP. CORNER BAR DETAIL <br />SCALE: 3/4" = 1'-0" ' <br />5'-2" 3'-10" 11,�„ ; 6�_8�� 1r_4�q 2,_0�� o <br />SCALE: 3/4" = 1'-0" co °Q 4'-8" 41 � <br />`� AC PAD I I <br />M I -4" 1. <br />ALT I 1 11 <br />AC PAD IllI— — — — — — — — — — — — — — — — I— <br />CZ)I <br />TYP• @ PROVIDE 1-1/2" RECES I <br />HVAC CHASE 2 STORY S6 FOR SGD DOOR. REFER I o <br />BASED ON <br />■ I111 LOCATION TO MASON'S S OPE <br />I j �` <br />FOR WIDTH I <br />111 _ 1 <br />CD I II I <br />c%) I 11 INDICATES FILLED CELL 1 r <br />• <br />1 I W/3000 PSI CONC. GROUT 1 <br />1111 FROM FTR. TO BEAM r <br />W/ 1#5 REBAR_VERT. _ _ C.J. <br />1 ABOVE SLAB. TYPICAL S6 II11 @ ALL PLACES SHOWN I I 50 <br />C I (HOOKED FTG. DOWELS 17" I TYP. @ 0; <br />'EMBEDMENT W/ 25" Cj 11� — — 2 STORY <br />�I <br />I II�XT. ABOVE SLAB "GRADE 40 111 o I <br />STEEL" I Ilj j I <br />■ 1 1111 �I�'---� I • <br />a <br />II I IFo <br />o w I p <br />II I II x <br />I <br />ED <br />z <br />17,E 0° 1 3Y" MIN�1�000 PSI CONC. SLAB III I <br />10 <br />M CO FOR HERNANDO COUNTY ONLY <br />13,V" MIN. ��00 PSI CONC. SLAB OVER <br />1 6 MIL VISQuEEN VAPOR BARRIER <br />5'-3" <br />C.J. _ _ 1 • <br />F- 15'-411 2-5" I2' PLUMBING LINE TO <br />• I 1 1 1 SECOND FLOOR _ c 0 1 11 uj 1 ' <br />o 1 0'-0" ELEV. ;_ 41 T— <br />CY) I IFtIN CONC. SLAB ------ -- <br />I 11 I o • <br />b <br />Co " 1 ,� r -r 1 1 <br />-0 x3 -0 x1 -0 I 2'-0"x2'-0"x1'-0" j o <br />0 W1(4) #5 E.W. I 1 1.4'-5" W/ (3) #5 E.W10'-71/2" ca <br />co <br />I— — — — — — — —— — — — — — — — — — — — — — — — • 00 <br />50 <br />• <br />4" STEP -3 1/2 co I <br />S6 1L� DOWN <br />00 1 6r�,� 0„ MIN. <br />to TYP. @ I I <br />2 STORY I _ K O <br />1 S3 I 3+_011 <br />BUILDER TO PROVID� <br />I 1 L�► APPLIANCE PROTECTIO in <br />TOP OF CONC .I RECESS FOR FRT. DDOR I O I WHEN REQUIRED PER FBC <br />PAVER TO BE 4" 1 I BELOW FIN. FLR. I PROVIDE 1/2"x91/2 1 AA N A I <br />I 91-4" 91-4-1 <br />"I I 7 • <br />I -411 <br />L I ■ — -t— — — —I— — C.J. — — —+- <br />0? S3 I j N I _ <br />" } oo I } TYP. @ 12 <br />CD I io OC <br />z ENTRY '1; T I I - z <br />0 2'-6"x2'-6"x1'-0' I TYP. @ ,-��, ~O U) <br />O U) I W/ (3) #5 E.W. 1 SINGLE r O <br />� c� -IF <br />� j • STORY "" N <br />19 r, (2) # VERTICALS L, = <br />14 iv I WAN FILLED CELL I • q C7 >- <br />z p I I S3 Fz--. O <br />0 - I q I O cn <br />O Q 3'-0"x51-0"x1'-0" N -��', S3 I S3 1 HB r <br />u r to W/ #5 @ 8" O.C. S3 j o to <br />E.W. L— — — — — — — ------ ----— — — — — — — — — 9 <br />6'-4" <br />25'-0" <br />16'-8" <br />18'-8" <br />FOUNDATION PLAN <br />SCALE: Y4"=1'-0" <br />N o <br />o •fl <br />a+ Uj <br />a u., <br />.— ai co <br />cc 4 7 N <br />CIO <br />Z .0 ,4 <br />+: c u- a <br />M <br />�eoo. <br />.0 o <br />to <br />Q „�iNN4 <br />m m <br />r�0 <br />w ; •a <br />� y <br />�> co <br />>oc- <br />:m v <br />a � <br />O <br />w°�1�•'��ko M V!N <br />• <br />/... \� ri • V <br />i, <br />vle <br />r <br />�� <br />rz SO <br />To the best of the Engineer's knowledge, information and belief, <br />the structural plans and specifications contained within these <br />drawings comply with the 2020 Florida Building Code - <br />Residential 7th Edition. Engineer's signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineer's signature and seal. <br />I- O E 2 N <br />O N <br />C., <br />V d C � # <br />Lo <br />O7 <br />I* <br />to 6 N CD LL d C <br />a a r? <br />JLLu- Z <br />f <br />13Z <br />�gol D <br />o o <br />g_ <br />wiM o <br />D m ,o m <br />K <br />W N��O' <br />w <br />N MZ y � <br />LL <br />ILW <br />3 6 L) I <br />Z <br />(D ) t <br />z N 0, <br />z � <br />Z <br />Q <br />cl- <br />C7 <br />u- <br />4 Cn <br />W <br />,C� <br />U o a <br />g <br />— <br />W $ <br />10 <br />I^ <br />IvI ^1I N <br />CZ <br />L c <br />l.L.l J <br />•— E <br />®® <br />= <br />C.) <br />a C <br />• <br />N <br />h Q <br />w <br />Z <br />CM <br />5O. <br />Q <br />�oLL � <br />� <br />Zws>za @ <br />Q <br />cu <br />_ <br />t— <br />�g <br />w � <br />oo <br />�� <br />Z� <br />�� <br />�� <br /><owW <br />�ow <br />s � <br />zm� <br />J <br />° <br />2 <br />z <br />F <br />W <br />c8n 3 <br />i <br />�z <br />L <br />N <br />�` <br />'_ <br />a� <br />o 3 <br />0 <br />�O <br />E2L <br />= <br />c� <br />N <br />Cu Lo <br />N <br />Cr cu <br />U) m <br />N <br />LO <br />F— <br />a..+ _ <br />M <br />c-4 <br />0) <br />N <br />Ln <br />T <br />N <br />Q U) —1 <br />T <br />w M M <br />o <br />z <br />E N y <br />a. <br />E <br />0 ¢ o <br />JOB <br />NO: 23-06124 <br />SCALE : AS NOTED <br />SHEET NO. <br />5 <br />