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WWF PLACED IN 1/8" SAWCUT x 1/4 SLAB <br />UPPER 1/3 OF SLAB THICKNESS WHERE <br />OR FIBERMESH SHOWN ON <br />REINF. SEE PLAN.— FOUNDATION PLAN <br />Uj <br />CONTROL JOINT DETAIL <br />SCALE: 3/4" = 1'-0" <br />..•' <br />; .. <br />#5 CONTINUOUS <br />• r <br />. _ <br />REINF. SEE FND. FOR <br />�uv, <br />QUANTITY <br />#5 X 25" X 25" CORNER <br />:' <br />_ <br />BAR ONE FOR EA. <br />;•• <br />HORIZ. REBAR, TYP. <br />�- <br />U.N.O. <br />,• : �� <br />; ; ; •' <br />�_ <br />"Alternate: <br />• <br />- <br />; � <br />The reinf. bars shall be <br />cont. around corner by cold <br />bending the bar w/ min. <br />bar lap of 25". <br />TYP. CORNER BAR DETAIL <br />SCALE: 3/4" = 1'-O" <br />4 <br />PLUMBING LINE O <br />SECOND FLOOR <br />A. <br />0 <br />F_ <br />10 <br />O <br />c%> <br />00 <br />60 <br />O Z <br />~ O <br />0 _ <br />r- U o <br />In <br />25'-0" <br />1'-8" 1, 10'-01, 13'4" <br />1'-4" r T-41' 1'-411 <br />W/ (3) #5 s1E.W 011� I I C S3 7 I I FW/ (3) �5's E.W.011 <br />to <br />I I o I <br />2'-0" h'-4"1 6'-8" '-4111 T-1011 5'-2" 47811 <br />1-4" <br />1 4' I M I AC PAD <br />S3 I <br />• • • • • I all ;a 11 • T_ <br />1 1 I f ALT <br />II II <br />r---— — — — — — — -----------------------------11 I I AC PAD <br />I PROVIDE: 1-1/2" RECESS I J 11 I <br />S6 STORY HVAC CHASE <br />F R SGIN <br />DOOR. REFER BASED ON 1 <br />MAS'SSCOPE LOCATIONF R WIH <br />I <br />I III - <br />I 11 I o <br />CDINDICATES FILLED CELL <br />W/3000 PSI CONC. GROUT 11 I — <br />r FROM FTR. TO BEAM W/ 1#5 I <br />C.J. _ _ REBAR_VERT. ABOVE SLAB. <br />J r TYPICAL @ ALL PLACES I I <br />S6 I I SHOWN HOOKED FTG. II I <br />TYP. @ I DOWELS 17" EMBEDMENT 1 C' <br />2 STORY I — — W125" EXT. ABOVE SLAB <br />"GRADE 40 STEEL" j I <br />• a. III I I � • <br />0 I I 1 1 <br />�d w � <br />Y II I 11 <br />Cn <br />C1 (D cr_ I I II <br />A <br />S3 <br />TYP. @ <br />SINGLE <br />STORY <br />m <br />1_1 <br />I <br />III 3/2" MIN. 3000 PSI CONC. S4INB I o0 <br />I Ca M <br />FOR HERNANDO COUNTY ONLY I M <br />I `n I I I 3Y2" MIN. 2500 PSI CONC. q AB OVER I <br />I <br />6 MIL VISQUEEN VAPOR BARRIER I I <br />• �,Z- <br />C.J. _I_2' 5'-3" 15'-4" j I I • <br />I <br />w <br />0'-0" ELEV. I I i o <br />�O—T--- --' FIN CONC. SLAB 1 1 I M <br />• o I I! I <br />I I 1 3'-0"x3'-0"x1'-01' <br />x2'-0"x1'-0" 1 I <br />10'-7 1/2" / (3) #5 E.W. 14'-5" I I W/ (4) #5 E.W.co <br />_ <br />-3 1 /2" 4" STEP I J <br />0? I C DOWN <br />S6 <br />M � <br />17'-1 S3 MIN. 10l1 64"it <br />I TYP. @ ;n <br />O K _________I_T 2 STORY <br />w I \ S� I L <br />(BUILDER TO PROVIDE j <br />(APPLIANCE PROTECTION I <br />WHEN REQUIRED PER FBC 1 O I TOP OFCONC./ <br />RECESS FOR FRT. DOOR <br />�; N I I PAVER TO BE 4" <br />PRO IDE 1/2" x 9112" I <br />9'-4" 9'-411 I i BELOW FIN. FLR. <br />11 <br />—� — — C.J. — —I— — —� — — —1— • -4 I L <br />S3 00 <br />I N a) <br />O OD 2", <br />TYP. @ <br />T 1 11 <br />j TRY <br />2'-6"x2'-6"x1'-0"� EN <br />W/ (3) #5 E.W. <br />� I <br />r I � <br />(2) #5 VERTI ALS <br />I W/IN FILLED CELL I <br />S3 II S3 I in <br />L_____ ________-4------- ----- --J <br />16'-8" <br />18'-8" <br />25'-0" <br />CV <br />61 A 11 <br />IN b <br />S3 ;n <br />T-0"x5'-0"x1'4' <br />W/#5@8"O.0 <br />E.W. <br />0 <br />00 <br />v <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 />0 <br />O zO <br />N O <br />FOUNDATION PLAN -A <br />SCALE: Y4'=V-0" <br />N <br />. <br />b <br />ht <br />GID <br />r-. <br />o <br />Z' <br />> �u <br />o L <br />o <br />9 <br />u -c <br />C" <br />m x <br />LA- <br />•Vi '0 N L <br />w o � <br />{t w e v Y <br />N E C <br />u <br />> c <br />d <br />t <br />_ <br />N <br />••' <br />�J V N <br />di <br />rlllfll�� <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 <br />Florida Building Code - <br />Residential <br />7th Edition. Engineer's signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineer's <br />signature and seal. <br />M <br />Q <br />gEp <br />8. <br />N O <br />N Or <br />4% GD N ~N <br />��� <br />a <br />v- <br />Q <br />ih LL <br />M 013 <br />J U_ LL LL a <br />50 <br />fZ' <br />? e 2 cp <br />02 Y, 0 5 <br />IL=W <br />N6a� <br />0 <br />N <br />Or < a <br />z <br />W <br />El El <br />Z N O <br />o <br />Z ro <br />Z r; <br />— <br />d � <br />N <br />tN <br />z <br />QD <br />v <br />— L <br />o <br />V <br />_ � <br />O <br />w g <br />W <br />J <br />� <br />Y <br />e <br />o <br />w <br />co <br />M <br />w <br />0 <br />Z <br />J <br />U_ <br />EI <br />� <br />a <br />w° <br />Z® <br />c <br />I— ru <br /><o <br />U� <br />°o <br />° <br />Z <br />_ <br />O <br />r0 <br />a0 <br />° <br />a <br />¢< <br />az <br />N <br />L <br />8 <br />Z. Q <br />� <br />- M <br />C <br />- IZ <br />Y <br />m� <br />° <br />Oz <br />> <br />z <br />U? J <br />f <br />a b <br />o <br />Z z <br />g° <br />� <br />LLaz <br />W <br />�LL <br />� <br />=f <br /><� <br />`�O <br />IIIIIIIIII� <br />o <br />V <br />w� <br />za <br />a <br />3 <br />m <br />M <br />c� <br />L <br />CIO <br />r <br />Mco <br />T <br />m <br />N <br />I-- <br />C <br />LO <br />O <br />-a <br />M <br />co (N04 <br />O <br />M N <br />Lo <br />T <br />L <br />T <br />m <br />M <br />N <br />o <br />Z <br />Z <br />E TCn <br />T- <br />c <br />m <br />a <br />E <br />U 0 <br />a m <br />Q p <br />c <br />JOB <br />NO: <br />22-12360 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />5 <br />