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WWF PLACED IN <br />1/8" SAWCUT x 1/4 SLAB <br />UPPER 1/3 OF SLAB <br />THICKNESS WHERE <br />OR FIBERMESH <br />SHOWN ON <br />REINF. SEE PLAN. <br />FOUNDATION PLAN <br />Wz <br />J <br />"' <br />CONTROL JOINT DETAIL <br />SCALE: 3/4" = 1'-0" <br />1 <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 />25,-0„ <br />TREATED LUMBER IS AN ALTERNATE TERMITE PROTECTION TO SOIL <br />®p <br />#5 CONTINUOUS <br />POISONING <br />REINF. SEE FND. FOR <br />13'-4" <br />10'-0" 1'_8" <br />QUANTITY <br />#5 X 25" X 25" CORNER <br />1'-411 <br />7'_4" 11 41 <br />BAR ONE FOR EA. <br />t <br />rr <br />HORIZ. REBAR, TYP. <br />2'-0 x 2 -0 x 1 -0„ <br />L <br />2'-O" x 2'-O" x V-0" <br />r" _ � _ • r.- <br />°y <br />U.N.O. <br />**Alternate: <br />W/ (3) #5's E.W. <br />S3 <br />W/ (3) #5's E.W. <br />'v':' :,'�• ::' 11r; ;,� <br />� <br />The reinf. bars shall be <br />/17 <br />TYP <br />Cont. around corner by cold <br />bending the bar w/ min.- <br />1 <br />bar lap of 25". <br />T <br />o <br />TYP. CORNER BAR DETAIL <br />Q11 <br />5'-2" 3'-10" <br />� 1'_4" <br />o <br />6'-8" 1'-41 <br />2'-0" <br />- <br />�� <br />_ <br />41 <br />SCALE: 3/4" = V-0" <br />d <br />AC PAD <br />j <br />M I -4„ <br />1 -4 <br />� <br />I <br />I <br />sk <br />II ALT II 11 <br />�.I IAC PAD I � II1�------------------ — �--------------- <br />1I 1 1 l p TYP. @ J PROVIDE 1-1/2" RECESSI <br />HVAC CHASE 2 STORY S6 FOR SGD DOOR. REFER <br />II 1 BASED ON TO MASON'S SCOPE j <br />I11 LOCATION <br />FOR WIDTH <br />INDICATES FILLED CELL r T 1 <br />I I W/3000 PSI CONC. GROUT <br />I Illl FROM FTR. TO BEAM I <br />11 W/ 1#5 REBAR_VERT. _ _ C.J. <br />1 1 1 ABOVE SLAB. TYPICAL —� <br />1111 @ ALL PLACES SHOWN I I <br />1�1 I 11HOOKED FTG. DOWELS 17" 1 <br />"' 1 1 tMBEDMENT W/ 25" --� <br />I II(XT. ABOVE SLAB "GRADE 40 1 11 01 j <br />6TEEL" I Ij j 1 <br />11 I � I -- I <br />• 1 11 III a � <br />a <br />I I� o "' I p <br />1 1 I �J <br />I o z <br />1 11 II <br />°P 1 3 z" MIN'1�000 PSI CONC. SLAB jlj I <br />CY)`° FOR HERNANDO COUNTY ONLY <br />3%2" MIN. ��00 PSI CONC. SLAB OVER I j <br />1 6 MIL VISQQEEN VAPOR BARRIER <br />C.J. <br />r 11 15'-4" 5'-3" 21-51, 1211011 <br />Itj <br />11 <br />o I I 0'4' ELEV. -1 _ _L_Ak <br />T I \FIN CONC. SLAB T---�— <br />oo�� <br />L — — — — <br />M I 11 I o -- <br />-- <br />80 <br />'-0"x3'-0"x1'-0" 111 I <br />2'-0"x2'-0"x1'-0" 1 <br />VV/ (4) #5 E.W. 1 1 14'-5" W/ (3) #5 E.W. 10'-7 1/2" <br />M-------I — — M-------------- <br />r1 I 4" STEP <br />0 v <br />EO TYP. @ <br />2 STORY <br />TOP OF CONC.I <br />PAVER TO BE 4" <br />BELOW FIN. FLR. <br />L <br />-ate', S3 <br />TYP. @ <br />z ENTRY <br />_0 <br />0U) <br />U- N <br />z � Ix <br />iz 0 <br />0 ~ <br />0 q T-0"x5'-0"x1'-0"— <br />J T "0 W/ #5 @ 8" O.C. <br />E.W. <br />j 6'-4" <br />• ij � <br />I <br />RECESS FOR FRT. <br />I PROVIDE 1/2" x 911 <br />I <br />1 -41' d <br />I <br />�— <br />ao <br />Q-I <br />1N . <br />N <br />6'-4" <br />I�1 DOWN <br />101 MIN. <br />K <br />• <br />C <br />33 1 '-101, <br />O <br />I I _ 31-0" <br />J <br />S6 <br />TYP. @ <br />2 STORY <br />0 <br />s <br />PLUMBING LINE TO <br />SECOND FLOOR _ o <br />BUILDER TO PROVID <br />1 APPLIANCE PROTECTIOf <br />I O I WHEN REQUIRED PER FBG <br />_j I <br />I V <br />1 9 -4 9 -4 1 • <br />1 - — —a— — C.J. — — �- <br />o I <br />IC14CD <br />I 1 <br />I I - <br />1 2'-6"x2'-6"x1'-0" I I TYP. @ <br />I W/ (3) #5 E.W. SINGLE T <br />STORY <br />1 I � <br />(2) # VERTICALS L, <br />I W/IN FILLED CELL I q <br />I S3 <br />T <br />S3 I \__ <br />� HB <br />— ------ ------— — — — — _j M <br />25'-0" <br />16-8" <br />18'-8" <br />• <br />LO <br />0 <br />9 <br />I <br />0 <br />10 <br />O � <br />O N <br />z CC <br />H 0 <br />O 1-- <br />0 � <br />tL ' <br />T <br />FOUNDATION PLAN-13 <br />SCALE: %4'=V-0" <br />e <br />0 <br />0 <br />N <br />m '- <br />7 W <br />.7= O <br />N <br />® <br />.gym <br />a- <br />y f0 O <br />y 6/ O RS <br />d <br />d,o�a <br />>e <br />Ci <br />7 cc <br />� cc A <br />y LZ <br />= E <br />ti o <br />a.. u <br />c <br />LA"Ll <br />s.. <br />-T; <br />0f! <br />. <br />To the best of the Engineer's knowledge, information and belief, <br />the structural plans and specifications contained <br />within these <br />drawings comply with the 2020 Florida Building Code - <br />Residential <br />7th Edition. Engineers signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineer's signature and seal. <br />H <br />W �E <br />0 <br />ao m o <br />0 <br />V N N � <br />r� W Cc: <br />0 N <br />0 <br />��.0 <br />N �IN0 <br />aiIli th V <br />Q C _j <br />j LL LL <br />it LL <br />L� w <br />a <br />cum <br />w <br />d Y <br />ZN U C <br />W 3 @ N Cp <br />W C/5 <br />z N Z <br />m w <br />J <br />Q H <br />z N O U <br />U o <br />W <br />1:1 El <br />Z N ch <br />O O <br />O <br />N <br />z <br />Q <br />— <br />J � <br />LL � <br />r <br />M <br />-J z <br />N1' c9 0 <br />LL <br />T <br />w <br />U <br />0 LLI o <br />U) C N� <br />�N � <br />ws <br />v <br />i <br />N <br />U O N <br />Q N Y <br />0 <br />N rT <br />o <br />w <br />M <br />ch <br />z <br />o <br />z <br />� <br />Q E <br />0 <br />E <br />o <br />oI <br />w'z <br />>� <br />Q� <br />,@ <br />0� <br />V <br />CL <br />< <br />JCO <br />o¢ <br />�O <br />o� <br />o ro <br />az <br />�w <br />N <br />o <br />¢o <br />¢ <br />m� <br />_ <br />rp <br />C <br />x Y <br />wm <br />o <br />O z <br />J <br />QW <br />y <br />y <br />F 0 <br />H <br />z z <br />ao <br />Q <br />w <br />z <br />�w <br />W <br />O <br />v <br />d< <br />a O= <br />° <br />�O <br />.s <br />= <br />> LO <br />I1..rV <br />O0 <br />(Q co <br />r <br />Q <br />C <br />O <br />(n mCN <br />H <br />LO <br />� <br />c <br />N <br />O <br />O <br />00 <br />O <br />L() <br />r <br />Q LO <br />C14 <br />r <br />m <br />f7 <br />� �' <br />N <br />o <br />Z <br />Z <br />E Tcn 2?Ca <br />@ <br />a_ <br />E <br />U _j Q <br />JOB <br />NO: 22-09402 <br />SCALE : AS NOTED <br />SHEET NO. <br />5 <br />