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3 <br />v <br />L0 <br />v <br />o- <br />0 <br />.c <br />N <br />rh <br />0 <br />J <br />rn <br />CID <br />I <br />M <br />a <br />LO <br />L0 <br />ID <br />fn <br />C) <br />00 <br />KJ <br />0 <br />Z, <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 />TREATED LUMBER IS AN ALTERNATE TERMITE PROTECTION TO SOIL <br />POISONING <br />WWF PLACED IN 1/8" SAWCUTx 1/4 SLAB <br />55'-10" 8'-6" UPPER 1/3 OF SLAB THICKNESS WHERE <br />OR FIBERMESH SHOWN ON <br />V-6" 5'-7B" 6'-4$" 6'-0" 6'-0" 6'-0" 6'-0" 6'-0" 5'- s" T-1$° REINF. SEE PLAN. FOUNDATION PLAN <br />TYP @ 1 STORY 15'-0" 01 71; <br />w z <br />U.N.O. VERIFY METER �� a <br />A LOCATION WITH 3'-0" <br />S3 BUILD- t H.B. <br />■ <br />■ ■ <br />■ <br />■ <br />■ <br />■ <br />■ <br />■ <br />■ <br />■ <br />r <br />'1---, — -' <br />�n <br />op <br />VERIFY LOCATION <br />I <br />196.37' <br />4'-0" <br />12'-1" <br />�W H•i <br />ELECTRICAL PANEL <br />BUILDER TO PROVIDE <br />I <br />(2) #5 REBAR <br />VERTICALS w/ in <br />FILLED CELL <br />( <br />J <br />; ; <br />; : <br />; <br />2.6 <br />APPLIANCE PROTECT <br />ON <br />■; <br />I <br />; : <br />; <br />(: <br />WHEN REQUIRED PER <br />I <br />• <br />: <br />FBC <br />354" <br />20'-6" <br />(: <br />LO <br />I <br />K - <br />CD <br />S3 o <br />I <br />J <br />S3 <br />r <br />2 -74" 4' 9" <br />4'-10" <br />I <br />I <br />EDGE OF SLAB 2" <br />I <br />o <br />`r <br />' <br />I <br />J <br />BEYOND WALL <br />CJ <br />co <br />i) <br />"' <br />5'-3" 1'-10" 3'-6" <br />I <br />N •- <br />cM <br />A. <br />(2) #5 REBAR <br />I ra0 ::::::::::::: <br />-_- <br />1 (- I I <br />95.91 , I <br />r <br />VERTICALS w/ in <br />I — <br />`r <br />: <br />I OPT. VN I I OPT, D <br />96.08' <br />ih <br />FILLED CELL <br />' <br />2'-6"x2'-6"X1'-0" FTG G <br />W/ (3) #5 E.W. S3 <br />r 1 <br />� <br />�._ ._ <br />I (-� J I I;; <br />� - - - - � L - - - - � <br />I <br />T-5" <br />SLOP r <br />� <br />T-1„ <br />(2) #5 REBAR <br />2'-6" x 2'-6" x 1'-0" <br />TYP @ 1 STORY <br />( <br />N <br />I ; ; AHU <br />I <br />I <br />/ In I <br />W/ (3) #5'S E.W. <br />U.N.O. A <br />I S3 <br />CC <br />S3 <br />FILLED CELL <br />I <br />- <br />00 <br />S3 <br />CJ <br />i <br />CJ <br />r <br />_ <br />I :...... :. <br />o <br />W <br />+ <br />25'-10 2 1, <br />` % � ..... <br />9-5�2s' ........ <br />: <br />■ 4 <br />°' <br />2'-6"x2'-6"X1'-0" FTG <br />ice/ <br />W/ (3) #5 E.W. - <br />I 6 �96.04' I <br />L <br />o <br />i <br />3-1/2" MIN 3000 PSI CONC.� I <br />S3 <br />in <br />LO <br />INDICATES FILLED CELL w/ 3000 PSI <br />SLAB FOR HERNANDO i i <br />PROVIDE %2" x 9 %2' 10 <br />(2) #5 REBAR <br />VERTICALS w/ in <br />FILLED CELL <br />CONC. GROUT FROM FT. TO BEAM <br />W/ (1) #5 REBAR VERT ABOVE SLAB <br />I TYP ALL PLACES SHOWN <br />@ <br />COUNTY ONLY i i <br />3-1/2" MIN 2500 PSk(�ONC <br />SLAB OVER 6 I;,VjSQUEEN <br />� <br />RECESS FOR FRT. POOR <br />TOP OF PAVER 0 BE <br />4'-0" I <br />4'-4" 4'-6" <br />� 96.37 <br />FIN. <br />4" BELOW FIN. FLR. <br />. ■ <br />: ■ <br />■ <br />HOOKED FTG. DOWELS 5" EMBED I <br />VAPOR BAWD Ek <br />I ..::::::::::::::: <br />' ' <br />W/ 25" EXT. ABOVE SLAB "GRADE 40 <br />ii <br />::: ::::: <br />:::::::. <br />1 ' ' ' <br />L_ <br />.............� ........... <br />STEEL" <br />i / <br />16'-10' <br />—---,---- <br />.12'-10" <br />o <br />4'-0" <br />�t <br />STEPS AS".': <br />REQUIRED <br />PER FIELD <br />I KITCHEN ISLAND <br />( i i� LOW WALLS <br />nr='=='-r; , <br />III I. <br />III OPT. 1 <br />::::::::::::::.::::: <br />10"01 ' <br />CONDITIONS <br />■ <br />_ <br />C <br />_ _ _ _ _ _ _ _ <br />I:: <br />_J_ CJ- <br />CJ - I <br />■ <br />- - - I -- <br />PROVIDE 1" RECESS i i __- <br />- <br />- - - - - - - - - -�_ _ I L(trt- -CiLu-REF. <br />- <br />-- - -----= _ __= = <br />- - � � _ _ _ _ � CHASE TO ISLAND <br />- - <br />- <br />,� i i <br />I " <br />- - - <br />TYP 1 <br />@ <br />— — <br />r <br />I � � IF <br />FOR SGD. REFER TO i <br />I <br />�r III <br />, , � f <br />I <br />STORY U,N.O. <br />L <br />I Ilr <br />S3 <br />MASON'S SLOPE FOR <br />D.W. I IIIIII <br />:. <br />; I} 1 <br />A N <br />; <br />N <br />oo <br />I <br />M WIDTH LL=--��LJLJ�— <br />J—SINK — <br />:. <br />I <br />III <br />oo <br />S3 <br />in <br />0I <br />96.04' <br />S3 <br />I <br />16-0" <br />—z <br />/ DISP <br />2,_94" <br />6-10" <br />I <br />} 1 <br />/ lII' <br />co <br />96.37' I .. <br />�HVAC <br />} <br />i <br />I <br />I <br />AC PAD <br />i i� CHASE <br />BASED ON <br />LOCATION <br />I <br />I--- <br />: <br />------- <br />� --- -- --- <br />y�� <br />— —--------- <br />------------ <br />}I I•f--- <br />----•—_� <br />__—_—___—__ <br />TYP @ 1 STORY <br />H.B. U.N.O. A <br />S3 <br />-On - <br />5 -4., 1'-98" 3'-28', L 5'-0" L 5'-0" � 5'-10" � T-10" � 6'-0" L 6'-0" � T-10" L 2'-1064" �, T-1 <br />FOUNDATION PLAN — ELEV—Al <br />SCALE: %4'=V-0" <br />CONTROL JOINT DETAIL <br />SCALE: 3/4" = 1'-0" <br />fi:;= <br />#5 CONTINUOUS <br />REINF. SEE FND. FOR <br />QUANTITY <br />#5 X 25" X 25" CORNER <br />'y <br />BAR ONE FOR EA. <br />HORIZ. REBAR, TYP. <br />�t.� .. <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" = 1'-0" <br />+ <br />6� <br />co <br />0 <br />Ck: <br />CL. <br />c � <br />CO x <br />cz <br />Q <br />� <br />su <br />E � <br />•ics � a� „� <br />CIP <br />CZ-E, <br />M <br />O <br />N <br />ya5§i>i'9e,e <br />0 o`i P LE'v1 <br />• <br />b 05p <br />DJ o P E 7 <br />y <br />Qj <br />To the best of the Engineers 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 7th Edition. Engineer's signature and <br />seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineer's signature and seal. <br />W v E <br />Q O M <br />S cm <br />4 r 1 <br />N � <br />r N N 0) <br />v <br />•7 <br />L # 0) <br />LO <br />_ <br />0 tL') Co N <br /># LL LL <br />M cn�ti� <br />M v <br />w ' <br />a a <br />ccr)) <br />—ern <br />13 ,n <br />CL <br />Z <br />O � <br />Z <br />t N v <br />£ _ o <br />CU <br />O o <br />rr O <br />m ¢ <br />W (0 <br />NLZ Z� 0M z <br />uj <br />O H <br />�' o <br />❑oo <br />Z <br />W <br />CD <br />z N 0 <br />o <br />z <br />N <br />� z a <br />v � o <br />" <br />{ ••, V <br />LU <br />d <br />U <br />O u, o <br />�to N � _ U) <br />d <br />c <br />WOOLV <br />W J75 <br />,- <br />8 <br />_ <br />U o <br />• <br />in,m <br />�Q <br />Q N Y <br />N m <br />O <br />J <br />w <br />M <br />J <br />z <br />z <br />c E <br />wo <br />�a <br />z o <br />p <br />� U <br />o0 <br />z <br />z® <br />oa <br />f� R <br />CL <br />o <br />0o <br />O <br />r¢ <br />O <br />0¢ <br />(q <br /><zz <br />0 <br />°jz <br />��w <br />cn <br />¢o <br />I<< <br />o�Zw <br />0 <br />o& <br />za� <br />m v <br />J <br />.m <br />''<z <br />a" <br />° <br />�z <br />z <br />gz <br />cn <br />n <br />�z <br />w <br />=3 <br />WO <br />p <br />w< <br />a0 <br />zl¢ <br />0 3 <br />O <br />LL <br />L <br />V) <br />m <br />a <br />0 <br />00 <br />co <br />MO <br />00 <br />CT <br />O <br />/�\ <br />W <br />V / <br />co <br />LO <br />r <br />,-a U) <br />Q <br />to M <br />I <br />N <br />lco <br />LO <br />E 00 M <br />z <br />m <br />z <br />E (N <br />E <br />U <br />tl <br />Q 0 <br />J <br />JOB <br />NO: 23-02469 <br />SCALE : AS NOTED <br />SHEET NO. <br />6 <br />r - I _ _T.. — 7 I 1 - _ _. _r - 1 1 1 <br />