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"q <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 />WWF PLACED IN r1/8" SAWCUT x 1/4 SLAB <br />55'-10" V-7" 7'-7" UPPER 1/3 OF SLAB THICKNESS WHERE <br />3" OR FIBERMESH SHOWN ON <br />1'-6" 5,-�.. 6,4$, 6-0" 6'-0" 6'-0" 6'-0" 6'-0" 5'-28" 7'-i$" 1,4„ REINF. SEE PLAN. FOUNDATION PLAN <br />TYP @ 1 STORY 15'-0" <br />wZ <br />U.N.O. VERIFYR METE� a� <br />A LOCATION WITH T-0" <br />S3 BUILD R H.B. <br />■ <br />■ ■ <br />■ <br />■ <br />■ <br />■ <br />■ <br />■ <br />■ <br />■ <br />-----------1—-------T:• <br />— <br />—(----� <br />VERIFY LOCATION <br />�— <br />7 <br />ELECTRICAL PANEL <br />2 #5 REBAR <br />VERTICALS w/ in <br />BUILDER TO PROVIDE <br />FILLED CELL I <br />0.41 I <br />I :: <br />I <br />2'-6" <br />APPLIANCE PROTECT <br />ON <br />I <br />WHEN REQUIRED PE <br />I <br />. <br />FBC <br />35'-4" <br />20'-6" <br />iv <br />� <br />I <br />K o <br />I: S3 <br />J <br />S3 <br />fV <br />2 -7" 4'-9" <br />4'-10" <br />I <br />EDGE OF SLAB 2" <br />I <br />r <br />■ • <br />I I CJ <br />:: <br />I GJ <br />BEYOND WALL CJ <br />q <br />zo <br />J <br />I: <br />o <br />' 0)I N <br />' <br />t� <br />:I <br />• II <br />•.�a • :: �---; :------ <br />I <br />� <br />F �+_=-aF==�-�• <br />I <br />(2)#5REBAR <br />:• <br />.. .::::::::: <br />I <br />J <br />I —1 II <br />VERTICALS w/ in <br />I — <br />`r <br />: <br />I <br />I OPT. Wl I <br />I OPT. D ! -3 1 /2" <br />-' <br />r� <br />FILLED CELL <br />_ <br />2'-6"x2'-6"Xl'-0" FTG C' <br />W/ (3) #5 E.W. S3 <br />r 1 <br />_ _ <br />I o I <br />(- =J <br />I 1 <br />_ _ _ _ <br />3,-5„ <br />SLOPE <br />T-1" <br />(2) #5 REBAR <br />2'-6" x 2'-6" x 1'-0" <br />I <br />`'� <br />I AHU <br />VERTICALS w/ in I <br />W/ (3) #5'S E.W. <br />TYP @ 1 STORY <br />I <br />iv <br />I <br />CC <br />FILLED CELL <br />U.N.O. A <br />ici <br />i <br />I 83 <br />S3 <br />I <br />in <br />CJ'� <br />_ <br />- <br />- <br />_ _ <br />c, <br />- - - ---I-- I - i .. - - - I <br />o <br />-0 <br />25'-10 28" <br />�i � <br />9'-51 $" <br />— — — — — — — — <br />■ <br />2'-6"x2'-6"X1'-0" FTG <br />6-3" <br />W/ (3) #5 E.W. - <br />4 " I <br />I <br />L <br />:- <br />PSI <br />3-1/2" MIN 3000 PSI CONC.� �� I <br />SLAB FOR HERNANDO / <br />Cl) <br />PROVIDE %2" x 9 %2" L;��,� <br />SLOPE I <br />S3 <br />=zo <br />19 <br />INDICATES FILLED CELL w/ 3000 <br />(2) #5 REBAR <br />CONC. GROUT FROM FT. TO BEAM <br />COUNTY ONLY i i <br />RECESS FOR FRT.OOR <br />4 <br />VERTICALS w/ in <br />W/ (1) #5 REBAR VERT ABOVE SLAB <br />3-1/2" MIN 2500 P%66NC <br />TOP PAVER 0 BE <br />4'-8" I <br />T 8" 4'-6" <br />FILLED CELL <br />I TYP ALL PLACES SHOWN <br />SLAB OVER 6 f\ 11 ,VISQUEEN <br />0 <br />4" BELOW FIN. <br />IN. FLR:: <br />_.. <br />........ ' <br />■ <br />HOOKED FTG. DOWELS 5" EMBED I <br />VAPOR BAP):Z F2 <br />I ' ' .... <br />' ' <br />W/ 25" EXT. ABOVE SLAB "GRADE 40 <br />ISTEEL" <br />�� <br />:�'� <br />:■ <br />' <br />-----.------� <br />.. » .......� ........... <br />4'-0" <br />16'-10" <br />12'-10" <br />o <br />STEPS AS <br />-v <br />v <br />REQUIRED <br />PER FIELD <br />I �� KITCHEN ISLAND <br />I i LOW WALLS <br />III I. - <br />III OPT, r : <br />............:::::::: <br />- <br />• <br />: '.'.: : <br />10-1oa <br />CONDITIONS <br />I.I.. <br />IJiCj: <br />CJI <br />■ <br />r------ <br />CJlll REF. <br />PROVIDE 1 Yz" RECESS i / —�� <br />_ _- —r— - rt - <br />- - � - - s - - �'-= <br />- - - CHASE TO ISL ND <br />- <br />- - <br />:: <br />- - - �--�- - <br />- 1 j - <br />I� <br />- - - <br />TYP @ 1 <br />r <br />I r <br />FOR SGD. REFER TO <br />� <br />it 7p <br />i <br />I <br />STORY U.N.O. <br />L <br />I <br />Ilr <br />I <br />b <br />S3 <br />MASON'S SLOPE FOR <br />I I I <br />I �� II r� I <br />D.W. III Y I <br />I <br />.. v <br />; ; } <br />,• 11 _ <br />A iv <br />in <br />i" <br />bo <br />I <br />M WIDTH LL <br />I Hwy <br />JI�I�=JLJ�-- � <br />-SINK <br />I <br />:: <br />I •• r <br />.. III � <br />S3 <br />.- <br />'n <br />'n <br />S3 i I/ <br />/ DISP <br />M <br />I <br />3 1/2" <br />I <br />I <br />16' -0" <br />2,-ga„ <br />6'-10" <br />/ I}t <br />0,�„ <br />•■ <br />I <br />AC PAD 0 <br />i HVAC CHASE <br />�i i� BASED ON <br />LOCATION <br />r•--_�� <br />; <br />:: <br />I <br />�______� I "' <br />t <br />I <br />12 <br />v <br />— <br />---•�7���-- <br />.--------- <br />•-------- <br />• <br />_il --r � <br />j <br />t. <br />AL <br />I <br />H.B+ <br />-4„ L 1'48" L T-23' <br />TYP @ 1 STORY <br />U.N.O. A <br />S3 <br />5'-10" L T-10" <br />2'-10U" 1 5'-11 <br />FOUNDATION PLAN — ELEV—B1 <br />SCALE: Y4'=1'-0" <br />CONTROL JOINT DETAIL <br />SCALE. 3/4 = 1-0 <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 />M <br />0 <br />N <br />o <br />a- Uo <br />:I- W <br />h O <br />C 10 f� N <br />m <br />N N t <br />-O <br />N <br />G r N Y <br />d fl' c <br />= a <br />a 3 � <br />� C fol <br />O <br />N S <br />c E <br />�o a <br />d <br />ago tv <br />N <br />t r t) �-- <br />r � Ilk— <br />410 <br />PIZaS1O� <br />►"W10 <br />To the best of the Engineers knowledge, information and belief, <br />the structural plans and specifications contained 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 />Engineers <br />signature and seal. <br />W <br />Olt <br />8. <br />O <br />N <br />a <br />=� LL W <br />LL <br />13'*Z <br />J lL <br />ca <br />:tz"= <br />cc N <br />ILW��pjOf <br />= <br />Co w <br />� NZQI�— <br />Iw <br />N r <br />OU <br />ZV <br />W <br />1710 <br />V M � <br />Z N o <br />Z � N <br />z � � <br />N <br />— N <br />z <br />C1 <br />Q) <br />L <br />C/Y <br />Q <br />Ua <br />0 <br />w S <br />N <br />r-- <br />�N <br />= <br />A <br />co <br />w W <br />_ � 8 <br />z <br />Q <br />�0 <br />N <br />so <br />o <br />c <br />J� <br />w <br />rcl�i <br />o 3 <br />Z <br />Z <br />J <br />LL <br />o <br />¢ <br />zo <br />>o <br />Q <br />� <br />C <br />0 <br />ao <br />UO <br />�U <br />mq <br />zCOU <br />M <br />.✓ I..-. <br />Q Z <br />po <br /><o <br />W Z <br />a. W <br />c <br />m� <br />0 <br />z <br />-C1Z <br />m <br />a ° <br />'<W <br />�z <br />3 <br />5z <br />WO <br />}O• <br />°9 <br />LLa <br />m F <br />'x'F <br />m <br />w <br />FI5 <br />J <br />w� <br />; <br />o <br />v <br />M <br />a o <br />o <br />y O <br />rA' <br />LO <br />, ^ <br />u, <br />O1 <br />N <br />Q <br />O <br />co <br />Cc <br />J <br />O <br />Y <br />(� <br />Co <br />N <br />M <br />m <br />LO <br />T <br />0 <br />72 N <br />C3 N <br />n <br />T <br />(D LO <br />ai <br />E <br />O <br />M <br />tll <br />Z <br />Z <br />E N <br />a <br />E <br />L) -i <br />¢ o <br />JOB <br />NO: <br />23-06145 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />6 <br />