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c <br />.a <br />0 <br />0 <br />0 <br />co <br />Ln <br />0 <br />N <br />c <br />C <br />CD <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 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 />-4 01 <br />w z <br />w <br />4'-0" 3'-10" 4'-8" 4'-8" 7'-8" 3'-4' ; <br />H.B.; <br />as <br />I <br />C� <br />:I <br />J1 <br />� <br />3-1/2" MIN 2500 PSI CONC I <br />` <br />I I• I <br />SLAB OVER 6 MIL VISQUEEN <br />VAPOR BARRIER I <br />: ■ <br />: <br />(3000 PSI CONC, SLAB FOR I r <br />HERNANDO COUNTY ONLY) 0-0 <br />\\ <br />\ 1 <br />\\ 13-54 CJ 7'-2" CJ } 1 CJ <br />I <br />CJ CJ <br />\ <br />Iw , <br />.' .' .' .....' .' .' .' .' .' .' .' .' .' . '. ' <br />0 <br />aI 0'-01, : : <br />.. ......... <br />............ <br />..... ....... <br />17, ...... * ..... .. <br />I; -,I <br />A <br />CJ CJ CJ <br />1 1} I <br />I K (2) #5 REBAR <br />00 <br />S3 <br />I ° S3 VERTICALS w/ in <br />I <br />7 11 118' I' I FILLED CELL <br />I 23'-11" 2'-10" 4'-14' <br />i } <br />r. <br />G <br />o <br />K <br />� <br />12'-6'x2'-6'x1'-0" bN <br />S3 - SINK w/ DISP _ _ r <br />IW/ 3-#5 E.W. CJ - - - <br />0 i N <br />i 1 } <br />1 I S3 <br />i l. <br />11 <br />KITCHEN ISLAND I o CHASE TO <br />OD <br />I J <br />i �1 <br />■ I LOW WALLS <br />L =--J-=----=-- IIS_LAND-= <br />r <br />L M <br />:! <br />it S3 <br />o <br />", EDGE OF SLAB 2" <br />r — <br />�— <br />t f BEYOND WALL <br />^I: <br />EO <br />CJ I — — — — — CJ CJ � <br />CJ en I <br />N <br />EO <br />G <br />S3 <br />I : <br />OPT. D <br />I: ; -3 1/2, SLOPE <br />1 37'-52' 121'-24" <br />�3 <br />32'-84" <br />4'-88.. <br />(2) #5 REBAR <br />LO <br />o <br />Ln <br />1/2" <br />I L <br />I <br />_ <br />I PROVIDE 1 y" RECESS M^ <br />< <. • _ .. VERTICALS w/ in <br />I ` f •••• <br />HVAC CHASE , , FILLED CELL. <br />�.\ <br />BASED ON <br />LOCATION \ \ I W.N. <br />S3 <br />I FOR SGD. REFER TO <br />L TYP <br />MASONS SLOPE FOR T <br />WIDTH -i--CJ <br />AHU <br />I::-----------}----------J <br />STEPS AS <br />INDICATES FILLED CELL w/ 3000 <br />CJ CJ ■ �� ■ ■ ■ ■ ■ <br />REQUIRED <br />I �0'-0" PSI CONC. GROUT FROM FT. TO <br />I BEAM W/ (1) #5 REBAR VERT <br />I 2'-0" 4'-0" 2'-0" 6'-0" 4'-6" 2'-6" <br />4-1 <br />o <br />cm <br />7 <br />-1 <br />PER FIELD <br />CONDITIONS <br />ABOVE SLAB TYP @ ALL <br />PLACES SHOWN HOOKED FTG. <br />TOP OF GONG/ PAVER TO BE 4' 3 1/2" SLOPE <br />BELOW FIN. FLR. <br />"' <br />I DOWELS 5" EMBED W/ 25" EXT. <br />"GRADE <br />- <br />LC) PROVIDE Y2' x 9" iv (2) #6S <br />— ABOVE SLAB 40 STEEL" <br />— — — — �- RECESS FOR FRT. DOOR d <br />. . . . . . . . . • . • . . • • • • • • • • • • • . • • • • • . • <br />. . . . . . • • • . . . . . • . • • . . . . <br />T-1 <br />5'-2" <br />5'-1 " <br />H.B.+ <br />L <br />S3 <br />T-O" TYP <br />i <br />2'-6" x 2'-6" x 1'-0" <br />W/ (3) #5'S E.W. <br />FOUNDATION PLAN MONO - ELEV-131 <br />SCALE: %4'=1'- _ <br />CONTROL JOINT DETAIL <br />SCALE: 3/4" = V-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.Q. <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 />O�'•a <br />L • ' � V IrO ,. <br />`3� & r <br />W <br />.• <br />To the best of the Engineer's knowledge, information and belief, <br />the structural plans and specifications contained within these <br />drawings comply with the 2017 <br />Florida Building Code - <br />Residential 6th Edition. Engineer's <br />signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineer's signature and seal. <br />W <br />Q <br />p° <br />000 8 (co coparp0 <br />O it <br />N ik <br />O 0 O 0) c0 J J <br />N N LL LL <br />O <br />H <br />.�.. M0)-p - W <br />W <br />LJL N LL LJL rL 0- <br />a <br />M W d <br />�mLL aaoul�o <br />� Y <br />W <br />Z <br />LL <br />SET �oa� <br />N Q M z Q O <br />a <br />U 1-- J <br />Z <br />U ❑❑❑❑ <br />M <br />z N ,ate+ <br />N <br />o <br />z <br />?' <br />J fh <br />� N <br />QU) <br />N <br />_ M <br />z <br />o <br />� <br />� <br />U <br />Cn Y <br />W <br />d <br />OWE <br />N <br />�tn <br />o <br />2 <br />we& <br />t'6 <br />'- <br />v m <br />W <br />C <br />U o <br />Q o <br />4m <br />o <br />co <br />J <br />w <br />co <br />C7 <br />i <br />p <br />z <br />z <br />Q <br />J <br />ce E <br />o <br />zo <br />w <br />>N <br />ao <br />Z® <br />oa <br />t— <br />CL <br />Xco O <br />as <br />G OU <br />0 <br />¢Q <br />O <br />¢z <br />o <br />o <br />G <br />wwCV <br />L <br />C� C <br />p <br />Y <br />U <br />m i <br />°� <br />z <br />m <br />Q W <br />2. <br />o <br />W <br />3 <br />0 M <br />LL <br />U <br />a <br />Ln <br />U <br /><0 <br />o <br />w� <br />�o <br />CD <br />0 CN <br />= <br />>� <br />m <br />L <br />f0 <br />c� <br />00 <br />■� <br />O <br />o <br />C L <br />n1 mCIO <br />_ <br />•�W� <br />v <br />O <br />N <br />�" O <br />r <br />T <br />�L OO <br />O <br />NQ <br />T <br />O <br />'-7 <br />E <br />c) <br />o <br />z <br />ra <br />z <br />E O <br />r <br />c <br />o <br />o .. <br />U <br />'0 p <br />= <br />JOB <br />NO: <br />20-0562 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />6 <br />