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c <br />c <br />7'- <br />M <br />2'-9" k. 5'-2" <br />H.B. <br />TYP <br />L <br />S3 <br />2'-6" x 2'-6" x 1'-O" <br />W/ (3) #5'S E.W. <br />■......................... <br />........ ......... ....................■ — 4 <br />.................... <br />r INDICATES FILLED CELL w/ 3000 <br />I— PROVIDE %2" x 9" N <br />r <br />I PSI CONC. GROUT FROM FT. TO <br />RECESS FOR FRT. DOOR <br />-3 1/2" SLOPE.1 <br />Q <br />%o <br />LO <br />STEPS AS <br />BEAM W/ (1) #5 REBAR VERT <br />( ABOVE SLAB TYP @ ALL <br />ro TOP OF CONCJ PAVER TO BE 4- <br />BELOW FIN. FLR. <br />REQUIRED <br />I PLACES SHOWN HOOKED FTG. <br />« �_ « « �- « <br />I 1 F- 2'-0' 4'-0 2 0 6-01 10' 5�_ 2 <br />PER FIELD <br />CONDITIONS <br />10'-0" <br />DOWELS 5" EMBED W/ 25" EXT. <br />CJ ABOVE SLAB "GRADE 40 STEEL" <br />I <br />CJ C <br />r <br />PROVIDE 1 Y2" RECESS I <br />I I --------- ------ <br />HVAC CHASE AHU <br />= <br />c <br />TYP <br />L <br />S3 <br />FOR SGD. REFER TO <br />MASON'S SLOPE FOR "� <br />I WIDTH in <br />BASED ON <br />LOCATION / WH <br />L0 <br />U') <br />I <br />I <br />I I i� i_ I (2) #5 REBAR <br />I �3 1/2" <br />I 32'-,B " <br />_ `� 4'-8$" VERTICALS w/ in I <br />FILLED CELL <br />�— <br />I <br />— — <br />37'-51" 21'-24" <br />5,4« 3�_8« I 7._8„ <br />2._1«..-3 1/2" I SLOPE <br />4'-0" <br />; I G <br />OPT. D <br />I.� I <br />. <br />co <br />S3 <br />1�— -----I CJ CJ� <br />"�— —�--- il� <br />7CJ I.. <br />CJ------------- <br />} } <br />- <br />- - --- - - - - <br />I.. _ _-_-__ - - -'« <br />r I CHASE TO <br />EDGE OF SLAB 2" <br />BEYOND WALL I J <br />■ —I KITCHEN ISLAN II I I ISLAND <br />2'-6"x2'-6"x1'-0" LOW WALLS I I o �o 11 <br />} j :}I <br />i I I' S3 <br />D.W.I <br />W/ 3-#5 E.W. — — — — <br />CJ ��-31tTw7DIS� I <br />I I K <br />O <br />G <br />I <br />`' <br />S3 <br />1 I 2'-6" I `4 <br />}11 O S3 I <br />I <br />o <br />b <br />I 23'-11" 2'-10" 4'-14" <br />rn <br />I ` <br />a I 11�" I • I <br />CO <br />• <br />III <br />: ( : <br />a, <br />(2) #5 REBAR <br />S3 <br />J CJ CJ <br />C60 <br />° K VERTICALS w/ in <br />J 1 S3 FILLED CELL <br />411 <br />N <br />.. <br />T — — ............. .........................T <br />..... <br />_:-----_� ■ <br />/ <br />O :: <br />• ........ ...... �„ <br />j <br />Cl)IGi <br />) I <br />I ' <br />....... <br />j . CJ <br />CJ CJ <br />/ M I <br />I I <br />r- <br />3-1/2" MIN 2500 PSI CONIC <br />I <br />/l <br />SLAB OVER 6 MIL VISQUEEN <br />VAPOR BARRIER I ■ <br />(3000 PSI CONC. SLAB FOR I ; <br />I i J1 <br />HERNANDO COUNTY ONLY) I ; <br />I <br />— I <br />L---------------- A ----- <br />�......... <br />— -- 1--------�-------- <br />J <br />.................. <br />:..... .:..� . <br />5-2" <br />-10" L 4' <br />FOUNDATION PLAN MONO - ELEV-Al <br />SCALE: Y4 "=V-0" <br />NOTE: <br />• WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS <br />PREVALENT AREAS, APPENDIX "F" OF THE FBC 6th EDITION (2017) <br />BUILDING IS TO BE IMPLEMENTED. CONCRETE STRENGTH IN THESE <br />AREAS TO BE A MINIMUM OF 3000 P.S.I. THEREFORE, ANY AND ALL <br />NOTES ON THESE PLANS THAT INDICATED 2500 P.S.I. SHALL BE <br />REPLACED WITH 3000 P.S.I. FOR THE CONCRETE 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 <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 />LF <br />LU <br />Lu <br />A. <br />7 <br />0 <br />CONTROL JOINT DETAIL <br />SCALE: 3/4" = V-0" <br />45 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 />I <br />e`er N, OWN <br />C� <br />4.�SE co • '• <br />Q �O' <br />' <br />S 0 <br />",l/0R O F E S S\� <br />,�`�t<�tttctiEttt�, <br />� <br />To the best of the Engineers knowledge, information and belief, <br />the structural plans and spedfications contained within these <br />drawings comply with the 2017 Florida Building Code - <br />Residental 8th Edition. Engineer's signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineers signature and seal. <br />s <br />oo 8 <br />•Vl <br />C N LL ri. <br />('� � r N � OD <br />01 <br />Q <br />LL LL <br />LL 0- d fd M w y it <br />aw� <br />C 0 <br />W�aCC-4 <br />W <br />mM <br />15 Earn J a o <br />IL <br />o <br />N <br />W <br />00 <br />❑❑❑❑ <br />U <br />z <br />Z <br />Z <br />Q <br />d <br />cri <br />N <br />Z <br />■ <br />W <br />0 <br />LU <br />ins <br />Ln <br />w <br />O <br />• <br />Q <br />O <br />W <br />J <br />LA- <br />E <br />io <br />o0OzQ <br />7U <br />r0 <br />U <br />WO <br />Z <br />O E <br />2 � <br />aZ <br />�0 <br />o <br />01 <br />ra <br />NC <br />m0 <br />�0 <br />0 ° <br />oLL <br />Z <br />J <br />�b <br /><W <br />sy <br />3 <br />$W <br />�O <br />U <br />Z <br />W3 <br />3 <br />aLL <br />O <br />OIW <br />� <br />N <br />'S <br />g< <br />c°i3 <br />12 CN <br />>� <br />m <br />L <br />es <br />c� <br />.> <br />c <br />CM <br />cc <br />CV <br />O <br />v <br />(0 <br />CD <br />NO <br />Z QLO <br />r <br />= M <br />0)M <br />aMo N <br />r <br />E <br />z <br />z <br />E <br />E O <br />w? <br />,o <br />c <br />a <br />U <br />¢ p <br />-51i <br />JOB <br />NO: <br />20-0561 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />6 <br />