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3 <br />v, <br />m <br />aci <br />co <br />0 <br />O <br />J <br />I <br />N <br />m <br />rn <br />C <br />x <br />CO <br />co <br />O <br />J <br />I <br />N <br />c <br />:o <br />i <br />v+ <br />Q <br />0 <br />0 <br />CL <br />0 <br />x <br />c <br />c <br />J <br />N <br />N <br />0 <br />U <br />i <br />N <br />'O <br />d <br />a <br />C <br />UO <br />O <br />J <br />ta.. <br />N <br />N <br />rn <br />ai <br />0 <br />0 <br />0 <br />a <br />0 <br />cV <br />O <br />N <br />S <br />co <br />Lj <br />Or <br />m <br />v' <br />to <br />c <br />c <br />59'-4" <br />7'-1$" 5'-2$" 6-0" 2,4" 5'-2" 5'-l" 64" <br />3'-0" TYP <br />A L 2'-6" x 2'-6" x 1'-0" <br />S3 HgT S3 <br />W/ (3) #5'S E.W. <br />■.................. �............... <br />CN <br />�_ _■.... ....................■ <br />r INDICATES FILLED CELL w/ 3000 <br />PROVIDE /2' x 9" �' (2) #5 S <br />PSI CONC. GROUT FROM FT. TO <br />RECESS FOR FRT. DOOR <br />31/2" SLOPE <br />STEPS AS <br />BEAM W/ (1) #5 REBAR VERT <br />( ABOVE SLAB TYP @ ALL <br />in TOP OF CONC.I PAVER TO BE 4" I <br />in BELOW FIN. FLR. 2'-0" 4'-0" 2'-0" 6'-0" 4'-6" 2'-6" <br />1. <br />LO <br />REQUIRED <br />PER FIELD <br />I �0'-0" I PLACES SHOWN HOOKED FTG. <br />I <br />CONDITIONS <br />DOWELS 5" EMBED W/ 25" EXT. <br />CJ ABOVE SLAB "GRADE 40 STEEL" <br />CJ C _ - <br />NJ ■ ■ ■ ■ ■ <br />F TYP <br />- <br />PROVIDE 1 Y2' RECESS I <br />FOR SGD. REFER TO <br />HVAC CHASE I AHU <br />- <br />o <br />L <br />MASON'S SLOPE FOR 77 <br />WIDTH ;n <br />BASED ON <br />LOCATION / W.H. <br />/ I: <br />°" <br />I <br />I <br />I I i� 1_ I (2) #5 REBAR <br />�3 1/2" <br />I 32'-84" <br />`� _ 4'_g$" VERTICALS w/ in <br />FILLED CELL <br />54" 3'-8" 7'-8" 1 <br />2'-1" -31/2" I SLOPE I <br />G <br />; ; OPT. <br />I I <br />0o <br />10 <br />S3 <br />I <br />CJ r-- — — — — — CJ CJ <br />t �— <br />:: <br />r I : C J b I <br />jD] <br />1 i <br />b <br />N <br />_ — — _ _ -f,; <br />I............ III ----------- —_— ; <br />.L.......... I�===�-------- ICHASETO <br />■ <br />EDGE OF SLAB 2" <br />° BEYOND WALL J <br />KITCHEN ISLAN <br />_ : LOW WALLS <br />00 i ISLAND <br />2'-6"x2'-6"x1'-0" I <br />a J'.II <br />a �t 1 1 I S3 <br />; D.WJ <br />W/345E.W. CJ �L --*J - -- I b <br />G SINK w/ DISP r <br />] I K <br />co <br />; <br />I S3 <br />o <br />23'-11" 2'-10" 4, 14„ <br />• "' <br />] I I <br />I (2) #5 REBAR <br />° K VERTICALS w/ in <br />FILLED CELL <br />_ <br />CJ : CJ CJ <br />I f I ; <br />°° <br />-- -. T <br />------- — — ------ <br />. 0 <br />0 <br />co <br />I <br />M <br />ap <br />13'-5d' 7,_2„ , <br />■ <br />ici <br />° / CJ j t CJ <br />CJ <br />3-1/2" MIN 2500 PSI CONC 0'-0" <br />/f <br />I gib° <br />SLAB OVER 6 MIL VISQUEEN <br />VAPOR BARRIER ( ■ <br />a° <br />; : ; : ; ; ; :: ; : a <br />(3000 PSI CONC. SLAB FOR <br />I <br />HERNANDO COUNTY ONLY) <br />0 <br />• I� <br />ccl <br />I <br />�r <br />................... ........... .................. ]_j .......... <br />............... . .. .. .. ....... ..... . ............................. <br />- - - H.B. A <br />3'-0" S3 <br />7'-2" _ 5'-2" _ 6'-0" 6'-0" 3'-0" L 3'-10" 1. 4'-0" 1. 3'-10" 1. 4'-8" <br />4'-8" <br />7'-8" <br />3'-4" <br />FOUNDATION PLAN MONO — ELEV—B1 <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 />CONTROL JOINT DETAIL <br />SCALE: 3/4" = V-0" <br />—#5 CONTINUOUS <br />,�: <br />:.',•' <br />'•_ <br />REINF. SEE FND. FOR <br />QUANTITY <br />#5 X 25" X 25" CORNER <br />'•;,�; '� ',��• ,�� <br />�' :' <br />BAR ONE FOR EA. <br />' ' <br />,•• <br />HORIZ. REBAR, TYP. <br />�• <br />�\ <br />U.N.O. <br />"Alternate: <br />' ; • <br />The reinf. bars shall be <br />��; ; • ;r,; ��; ; �r,: • ��,: •'�� <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 />••� <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 signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineer's signature and seal. <br />Q <br />E Co <br />M N R R <br />a � N ik <br />ci <br />C <br />N N O 0o LL <br />y # <br />Q) # <br />y� <br />V7 J <br />LL � nw <br />LL <br />04 <br />a °' <br />Z <br />�LU <br />°LLL <br />-c O <br />r m o 0 0 <br />�! <br />y._ N m M <br />W <br />�2pjO' o Qa <br />Z <br />LL <br />6 0 N <br />LO M Z 60 <br />N J <br />c <br />W <br />V M � <br />7 <br />0 2 <br />z <br />Z o <br />U) <br />N <br />rz <br />n <br />M <br />z o <br />U <br />�l1 <br />s <br />LL <br />T <br />N <br />w � <br />p a <br />m <br />V <br />0 <br />w g <br />N <br />Y <br />to <br />U di <br />LU <br />• <br />U o � <br />¢ 0 <br />N M <br />o <br />CC) <br />w <br />M <br />i <br />O <br />Z <br />< <br />U- <br />cd <br />a E <br />of <br />o <br />�° <br />� <br />o <br />Q� <br />Z® <br />oa <br />z <br />O C <br />0- <br />._° <br /><a <br />ao <br />°z <br />WZ <br />i <br />¢o <br />¢w <br />m0 <br />Nx <br />U <br />OK <br />Zr <br />z <br />= <br />J <br />m <br /><� <br />Q W <br />zZ <br />a 3 <br />a <br />°off <br />gz <br />mw <br />W <br />v 3 <br />0 <br />�0 <br />�G <br />O <br />�z <br />Jz <br />w¢ <br />° 0 <br />yO <br />Mj <br />CD <br />co <br />V <br />zIa <br />aF <br />O° 3 <br />�° N <br />� <br />n' <br />a; <br />M <br />N <br />W <br />■ <br />°O <br />iD <br />/o <br />Q <br />C U <br />Q <br />O <br />^' m <br />co <br />L <br />O CD <br />N <br />O <br />0 / <br />.� <br />N <br />r <br />T <br />T <br />T <br />Co <br />�J <br />r <br />Co <br />00 N <br />m <br />r <br />N <br />o <br />Z <br />Z <br />rri <br />E <br />U <br />a <br />-j <br />¢ p <br />JOB <br />NO: <br />20-6222 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />6 <br />