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#5 CONTINUOUS <br />WWF PLACED IN 1/8" SAWCUT x 1/4 SLAB <br />UPPER 1/3 OF SLAB THICKNESS WHERE �. REINF. SEE FND, FOR <br />OR FIBERMESH SHOWN ON ••-Ll.; • �i QUANTITY <br />' ' ' �'1:' ' #5 X 25" X 25" CORNER <br />REINF. SEE PLAN. FOUNDATION PLAN ; Ii - `•I t -� BAR ONE FOR EA. <br />HORIZ. REBAR, TYP. <br />U.N.O. <br />w z t. • <br />W Q E <br />""Alternate: <br />The reinf. bars shall be <br />cont. around corner by cold <br />bending the bar w/ min. <br />bar lap of 25". <br />CONTROL JOINT DETAIL SCALE. 3/4 — 1 -0 TYP. CORNER BAR DETAIL - <br />;o 4'-8" . <br />SCALE: 3/4" = 1'-0" ' <br />'a AC PAD <br />25'-0" <br />13'-4" <br />1'-4" <br />2'-O" x 2'-O" x 1'-0" <br />W/ (3) #5's E.W. <br />5'-2" 3'-10" <br />I 1 t�tt <br />I <br />I <br />I <br />I <br />10'-01. <br />7*-4" <br />L <br />TYP. <br />R <br />-I I <br />N^� 6'-8" V-4'1 2'-011 <br />97.24' t I 1 � <br />I <br />1'-8" <br />all in w 8i <br />ALT II <br />AC PAD <br />11------------------- — �---------------- <br />11 <br />�I <br />J <br />PROVIDE 1-1/2" <br />HVAC CHASE 2 STORY S6 <br />RECES <br />BASED ON FOR SGD DOOR. <br />REFE <br />TO MASON'S SCOPE <br />■ LOCATION III11 <br />I I FOR WIDTH <br />o <br />1 <br />j I1 0 <br />INDICATES FILLED CELL <br />- <br />I 1 1 W/3000 PSI CONC. GROUT I <br />I 1111 FROM FTR. TO BEAM <br />f <br />% <br />11 W/ 1#5 REBAR_VERT. _ _ C,J, <br />11 ABOVE SLAB. TYPICAL <br />I 1111 @ ALL PLACES SHOWN <br />C' <br />I 1 (HOOKED FTG. DOWELS 17" <br />"' <br />I 'EMBEDMENT W/ 25" C-3 <br />I*XT. ABOVE SLAB "GRADE 40 j j1 0l <br />(STEEL" I III I <br />■ � 11 III a <br />11 F cn <br />11 II <br />11 I II x <br />I 11 II O z <br />`r <br />00 <br />I � <br />13Y2" MIN'1�000 PSI CONC. SLAB III <br />M <br />`° <br />FOR HERNANDO COUNTY ONLY I I <br />13Y" MIN. ��00 PSI CONC. SLAB OVER I I I U')6 <br />MIL VISQVEEN VAPOR BARRIER <br />i 1_ C.J. <br />I— 11 15'4" 5'-3" <br />■ I 11 <br />s <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />■ <br />I <br />I <br />t <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />■ <br />Ip <br />I <br />I <br />I <br />I <br />-� <br />1 1 1 1 1 1 ►A�����j <br />1 <br />��N�° �r.Y_vrxxt+rxxxxxxxxr+:xxf.:OUR <br />t_ :�_��.r lrxxxxxxxxxxxxxxxxxxi <br />♦��►'►�� .►AAA <br />®4" STEP <br />DOWNQ <br />©� <br />■ ■ <br />I <br />TOP OF CONC.I I RECESS FOR FRT. <br />PAVER TO BE 4" 1 PROVID 1/2" x 911 <br />BELOW FIN. FLR. _ <br />�97.24' <br />■ <br />@ <br />ENTRY <br />�_�_� <br />I. %: i s 2�_%��i <br />Z M NI <br />P. O <br />"v <br />O q 3'-0"x5'-0"x1'-0" N in <br />W/ #5 @ 8" O.C. S3 <br />E.W. <br />■ <br />lgi <br />I <br />9'-4" <br />I <br />I N <br />I <br />I <br />I <br />12'-6"x2'-6"x1'-0' <br />I W/ (3) #5 E.W. <br />I <br />I <br />rJ <br />I <br />I <br />I <br />I A <br />S3 <br />I <br />L— ------ <br />3 -0" <br />BUILDER TO PROVIDq <br />� I APPLIANCE PROTECTION <br />O �I WHEN REQUIRED PER FBC <br />� I <br />9'-4" <br />C.J. <br />I <br />I <br />I <br />I <br />I I <br />I <br />I <br />I <br />■ <br />(2) # VERTICALS � <br />WAN FILLED CELL I ■ <br />� I <br />I <br />D I S3 I <br />--_--_I ---- --------- J I <br />■ <br />25'-0" <br />16'-8" � <br />18'-8" <br />2'-0" x 2'-O" x 1'-0" <br />W/ (3) #5's E.W. <br />J <br />TYP. @ <br />2 STORY <br />0 <br />0 <br />00 <br />co <br />PLUMBING LINE TO <br />SECOND FLOOR Q <br />O <br />M <br />c'M <br />IT <br />1 <br />io <br />TYP. @ Ln <br />SINGLE <br />STORY <br />0 <br />ch <br />A <br />S3 <br />0 <br />ro <br />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 />TREATED LUMBER IS AN ALTERNATE TERMITE PROTECTION TO SOIL <br />POISONING <br />V <br />Z rY <br />O <br />0 1 <br />U- I N <br />Z cr <br />i= 0 <br />O <br />O <br />MAY 17 <br />Virtual Review Assist, Inc. <br />Plans Review completed and approved <br />far compliance with the 2020 FBC 7th Edition <br />by Debra Anne Ktahr PX2300 <br />FOUNDATION PLAN -A <br />SCALE: 4"=1'-0" <br />co <br />_O <br />-1• <br />,. <br />ti r-Z. <br />,.. <br />1 <br />To the best of the Engineers knowledge, Information and belief, <br />the structural plans and <br />specifications contained within these <br />drawings comply with <br />the 2020 <br />Florida Building <br />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 />W <br />4 <br />o <br />N 8 <br />N <br />V <br />0 <br />N d o <br /># <br />0eNM�� <br />LL. d a <br />a 4 <br />� u-- <br />_ <br />2_9 <br />0NG <br />m J Q <br />W <br />rid0z <br />LL0: <br />Z <br />00 <br />N N Z <br />Of 0 <br />U y <br />z <br />oroa <br />W <br />0 <br />Z N Z � <br />(N <br />(D a <br />i--1 <br />LU <br />O <br />�NLU <br />C <br />a <br />$ <br />00> <br />_ <br />U 0 <br />c O ffi <br />• <br />N <br />o <br />�w <br />aZZ <br />U- <br />w� <br />'T <br />7 <br />ZEOm <br />¢r° <br />&¢ <br />v <br />roS <br />a= <br />wZ <br />m= <br />N c� <br />V <br />Hm <br />o& <br />Z <br />z <br />W <br />�z <br />�w <br />0 <br />�O <br />= <br />> Lo <br />O <br />�• <br />B <br />ccc <br />(Q <br />co <br />N <br />� <br />O <br />[�••�� <br />V <br />Y <br />cc <br />m <br />^ <br />L / <br />M <br />(0 <br />'� <br />co <br />(7 04 <br />0) <br />o o <br />Ln <br />T <br />ce) N <br />f <br />ui <br />(0 <br />M <br />o <br />Z <br />M <br />Z <br />� <br />E <br />N <br />f <br />d <br />E <br />U <br />� <br />ci <br />Q O <br />0 <br />JOB <br />NO: <br />23-00505 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />5 <br />