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VWVF 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 />'A . , , il - 1- 4 <br />� a <br />CONTROL JOINT DETAIL <br />SCALE: 3/4" =1'-0" <br />N. <br />-#5 CONTINUOUS <br />REINF. SEE FND. FOR <br />QUANTITY <br />#5 X 25" X 25" CORNER <br />BAR ONE FOR EA. <br />HORIZ. REBAR, TYP. <br />U.N.O. <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 />TYP. CORNER BAR DETAIL <br />SCALE: 3/4" = V-0" <br />T <br />I ALT II <br />AC PAD <br />�• I 11 <br />----J <br />0 <br />r- <br />c� <br />N <br />rn <br />4 <br />4 <br />� <br />O <br />T <br />M <br />e <br />0 <br />J <br />S6 <br />10 <br />TYP. @ <br />2 STORY <br />TOP OF CONC.I <br />PAVER TO BE 4" <br />BELOW FIN. FLR. <br />co <br />L <br />Q, <br />S3 <br />TYP. @ <br />Z <br />ENTRY <br />O <br />LL I N <br />Z <br />O <br />O ~ <br />O k? 3'-0"x5'-0"x1'-0"- <br />LL Lo W/ #5 @ 8" O.C. <br />E.W. <br />13'-4" <br />2'-0" x 2'-0" x 1'-1 <br />W/ (3) #5's E.W. <br />25'-0" <br />1'-4" <br />10'-0" <br />7,-4„ <br />L <br />TYP. <br />•t I <br />5'-2" 3'-10" 11'-4" � - 6'-8" 1'-4'1 2'_0„ <br />L4'"AD I M I " <br />� S3 <br />� II •I I• I • • � • • <br />11 <br />Illy------------------ - I-------- - - - --- ---� <br />I� TYP. @ J PROVIDE 1-1/2" RECESSI <br />I`ll HVAC CHASE 2 STORY S6 FOR SGD DOOR. REFERBASED ON <br />III LOCATION TO MASON'S SCOPE j <br />LOCATION <br />III I FOR WIDTH I <br />I Il c I <br />INDICATES FILLED CELL _ <br />I I W/3000 PSI CONC. GROUT I I <br />llll FROM FTR. TO BEAM <br />REBAR_VERT. _ _ C.J. <br />l 1 ABOVE SLAB, TYPICAL <br />Ills @ ALL PLACES SHOWN I I <br />I I (HOOKED FTG. DOWELS 17' _ <br />j ('EMBEDMENT W/ 25" I Ir -11 I <br />II4XT. ABOVE SLAB "GRADE 40 III of <br />(STEEL" I I Ij j <br />11 IIL__-J I <br />I 11 Ili (L <br />1 1 I I Fo n <br />1 1 I I 0 I p <br />11 I II o x <br />I1 II W <br />1 3Y" MIN5000 PSI CONIC, SLAB Ill <br />FOR HERNANDO COUNTY ONLY I I I <br />13Y2UMIN. ��00 PSI CONC. SLAB OVER I in <br />1 6 MIL VISQUEEN VAPOR BARRIER <br />C.J. <br />r II 11 15-4" 5'4" 2 -5" 12, <br />•I. <br />it I <br />I '0'-0" ELEV. _ _ _ _ <br />�— _ T <br />I IFtIN CONC. SLAB - <br />I I1 I o • - <br />I 11 - <br />4'-0"x3'-0"x1'-0" l I I <br />yV/ (4) #5 E.W. \k14'-5-' 2'-0"x2'-0"x1'-0" 10'-7 1/2" I <br />W/ 3) #5 E.W. <br />1----------------J <br />I <br />--4 -- _ __-___-. <br />I „ „ <br />1,4„ <br />1'-8" <br />I� RECESS FOR FRT. <br />I PROVIDE 1/2" x 9 V <br />s <br />1 -4" et <br />I <br />2 <br />riZll <br />N <br />6'-4" <br />4 STEP 3 1(2 = <br />ILA DOWN C I ao <br />MIN. S3 <br />0 <br />K 0 <br />I S3 I 3+-0" <br />I BUILDER TO PROVID <br />w APPLIANCE PROTECTION <br />I O a WHEN REQUIRED PER FBCt <br />-i I <br />I 9,-4„ 9,-4„ 1 <br />I 1 <br />= - --�— - C.J. - - �- <br />I N I <br />I 1 <br />I I <br />I 1 <br />2'-6"x2'-6"x1'-0' I j <br />W/ (3) #5 E.W. <br />r1r,111 (2) # VERTICALS 1 <br />W/IN FILLED CELL I <br />--I- <br />I I <br />I q J I <br />S3 I S3 <br />L— ------------�--_——.---_—_—_ J <br />25'-0" <br />16'-8" <br />18'-8" <br />2'-0" x 2'-0" x 1'-0" <br />W/ (3) #5's E.W. <br />O <br />r` <br />J <br />TYP. @ <br />2 STORY <br />PLUMBING LINE TO <br />SECOND FLOOR <br />10 <br />cQn <br />TYP. @ rn <br />SINGLE '- <br />STORY <br />s <br />A <br />S3 <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 />C7 � <br />z <br />V <br />LL N <br />Z C <br />F <br />OU <br />u- ' <br />FOUNDATION PLAN -A <br />SCALE: Y4'=1'-O" <br />e*� <br />N <br />N <br />0 <br />a >W <br />0 <br />r-o <br />C V <br />N <br />.mac <br />H C lL G. <br />y !V = <br />N p <br />Q � N <br />yW <br />a�-� <br />Eo <br />ay'i � o <br />� 3 •3 � <br />7 . <br />N a J7 <br />c E <br />m c <br />d U <br />>v <br />:; ,• <br />ok <br />mcko <br />�f C.??L.\Q L <br />?OFE S S1O``t� <br />To the best of the Eng neers 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. Engineers signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineers signature and seal. <br />W $ <br />N <br />di �MQ ~ <br />Q% LL <br />u- U.S a. <br />Z g� o <br />;Qg4� o <br />o <br />z M Z d <br />ILYWI <br />a C14 OU y <br />= <br />W OD <br />CD <br />z <br />z <br />Q <br />- N <br />N (D <br />Ql (D <br />•U <br />c <br />vN <br />LU <br />a <br />` <br />M <br />J <br />$ <br />ao <br />Q <br />o <br />Eg <br />Yg <br />Z <br />Nc <br />81 <br />z <br />W <br />J <br />W <br />�� <br />Ln <br />c� <br />00 <br />Co <br />= <br />O <br />Q <br />. <br />c <br />0 <br />� <br />c <br />� <br />'2 <br />I� <br />CO N <br />N O <br />0) <br />I.() <br />r <br />U <br />T <br />E <br />c M "` <br />00 <br />r <br />0 <br />Z <br />m <br />a <br />E O <br />v w <br />s Q o <br />,`o <br />c <br />31 <br />JOB <br />NO: 22-12357 <br />SCALE : AS NOTED <br />SHEET NO. <br />5 <br />