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C <br />TYP @ 1 STORY <br />A U.N.O. <br />S3 <br />2'-6" x 2'-6" x 1'-( <br />W/ (3) #5'S E.W. <br />H.B. * <br />-----------� <br />— <br />---------�' <br />--- <br />------I— -----� <br />iv <br />= <br />N <br />I <br />I <br />LO <br />23'-68" <br />AF <br />I <br />I <br />y I <br />I <br />(2) #5 VERTICAL <br />■; I <br />�e� � : <br />I I I <br />I <br />BARS <br />:. <br />OPT. D I QPT. VJI 1 <br />1 <br />TYP @ 1 STORY <br />I I <br />�- <br />T -; - _ -- - ^ T <br />3 112" <br />SLOPE I <br />ii <br />U.N.O. <br />I :- <br />• • I I <br />I: <br />II <br />I : <br />is <br />S3 <br />CJ <br />• • j j <br />I I - - - <br />" � <br />^ <br />- - - <br />- - -a- C�-- I <br />o <br />io <br />00 <br />- <br />K <br />■ ( INDICATES FILLED CELL w/ 3000 PSI <br />CONC. GROUT FROM FT. TO BEAM <br />W! (1) #5 REBAR VERT ABOVE SLAB <br />I I \— CHASE TO <br />I I ISLAND I ' ' <br />I I <br />KITCHEN ISLAND <br />BUILDER TO PROVIDE <br />APPLIANCE PROTECTION J <br />WHEN REQUIRED PER FBC I S3 <br />TYP @ ALL PLACES SHOWN <br />I I LOW WALLS <br />S3 <br />HOOKED FTG. DOWELS 5" EMBED <br />„ <br />I W! 25 EXT. ABOVE SLAB GRADE 40 <br />- <br />�c- (; <br />I I I <br />„ <br />EDGE OF SLAB 2 <br />3 <br />I I <br />BEYOND WALL <br />4'-0" <br />t STEEL" 25'-6" <br />I I I I <br />20'-6' <br />x ui <br />= <br />STEPS AS <br />REQUIRED <br />1" �_ 2" <br />7'-42 7 12 <br />(2) #5 VERTICAL <br />BARS <br />"� <br />N at <br />v <br />- a <br />I I I q r �plr_n <br />I I I I If LJql 3 I' <br />PER FIELD <br />I p r ,,plz <br />I Y2' I I Ip gli-n I :: <br />( <br />o <br />ZD <br />iv <br />CONDITIONS <br />PROVIDE 1 RECESS <br />FOR SGD. REFER TO I ` I I I I t-L �J�I iw H.� <br />■ <br />MASON'S SLOPE FOR <br />K cc cc <br />S3 S3 I S3 <br />-' <br />WIDTH D.W. <br />I <br />I \�_�� <br />■ <br />CJ I II III :: <br />— <br />— <br />•� <br />q <br />= <br />CO <br />U) <br />I <br />16--11„ 8- ---- <br />—L— -- ---� .■ <br />iv <br />v <br />31/2" <br />SLOPE <br />I -31/2" <br />I 7'-lg 4'-8" 1 <br />3-1/2" MIN 3000 PSI CONC. SLAB FO <br />2'-6"x2-6"x1'-0" I <br />W/ (3) #5'S E.W. PROVIDEY2'x9" <br />04 <br />"' <br />G <br />io <br />— — <br />I HERNANDO COUNTY ONLY <br />RECESS FOR FRT. DOOR <br />■ I 3-1/2" MIN 2500 PSI CONC SLAB OVER 6 <br />TOP OF CONCJ PAVER TO BE 4" <br />MIL VISQUEEN VAPOR BARRIER <br />BELOW FIN. FLR. <br />3'-8" <br />6_ 4'- " <br />- <br />I G I <br />— <br />o� <br />I — — --� 0'-0„ <br />■ 17'-5$„ I .... <br />77r:ioo <br />36,-q' ::. .......... <br />1 . -vo..TYP <br />A <br />S3 in <br />@ 1 <br />2'-6"x2-6"x1'-O" I <br />I' <br />I <br />STORY U.N.O. <br />o <br />co <br />I W/ (3) #5'S E.W. <br />CJ <br />I <br />Ci <br />ci J <br />- — - - - <br />F' - - <br />- - - - - —I - <br />- - <br />I <br />........ <br />I <br />■ <br />I <br />ILI <br />T <br />o <br />` ' I HVAC CHASE <br />BASED ON ' <br />I LOCATION <br />..' .' . '. '. '. '.: Lr. _ _ 3-- - <br />1 I <br />II o lI I <br />C <br />in <br />/ <br />■! I / <br />O <br />CfL 614 I <br />01-01. <br />I <br />_g" 2-17'-2j" 2•_9" 2'it'll II• <br />J I <br />I <br />= <br />OP <br />C7 <br />�, <br />'. , ..: •, •, • <br />• • <br />■ ! , , : : <br />. . <br />�. I <br />�. T <br />w Ill <br />■ ■ <br />3,_5j„ <br />3' <br />TYP @ 1 STORY <br />A U.N.O. <br />S3 <br />FOUNDATION PLAN MONO - ELEV-B1 <br />SCALE: 14 "=1'-0" <br />NOTE: <br />• WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS <br />PREVALENT AREAS, APPENDIX "F" OF THE FBC 611h 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 />a <br />JT <br />wz <br />N <br />a <br />CONTROL JOINT DETAIL <br />SCALE: 3/4" = V-0" <br />• <br />�� •.; <br />vv- <br />#5 CONTINUOUS <br />. v ; :: <br />", <br />REINF. SEE FND. FOR <br />•:, ;;:,;� <br />QUANTITY <br />„ , ',; <br />;r <br />#5 X 25" X 25" CORNER <br />•: <br />• • <br />•�:' • ; • ' • ; ; ; :' <br />` <br />` <br />BAR ONE FOR EA. <br />' •'• '� ••• ' �' <br />' <br />HORIZ. REBAR, TYP. <br />.'•...:. <br />U.N.O. <br />• ., •• ., -• • ., "• • •• <br />"Alternate: <br />The reinf. bars shall be <br />cont. around corner by cold <br />_ <br />•• •. • • • • •• •, • <br />bending the bar w/ min. <br />bar lap of 25". <br />TYP. CORNER BAR DETAIL <br />SCALE: 3/4" = V-0" <br />�tifre`� <br />W N <br />SF <br />S 5`0 <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 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 />a <br />E cc <br />a N� <br />(� <br />0 <br />y <br />'19* <br />N h & 5 LL R <br />N � <br />I` a� <br />13 - <br />- <br />2 @ <br />�m <br />� <br />W <br />w <br />M _5 <br />rat:c- g� s <br />(2 1 J � <br />Z <br />CL <br />6 <br />N Mz 9O j <br />W <br />¢ <br />❑�❑ <br />O v(D <br />z <br />g�g <br />Z a'if <br />z <br />a <br />N <br />o <br />Cz <br />� <br />� <br />4- d <br />v�m <br />Q <br />-� <br />O <br />U <br />(A <br />ZD <br />]k <br />rY <br />Q <br />\� <br />o <br />M <br />N <br />V <br />z <br />LL- <br />0 <br />lei <br />Q <br />E 0 <br />N '� <br />~ <br />�z <br />gO <br />O 4 <br />oa <br />0U <br />O E <br />N <br />io <br />.o <br />a <br />ww <br />C <br />wo <br />ado <br />¢� <br />m- <br />0 <br />oLL <br />z <br />J <br />irc <br />�7�-Z <br />W <br />"rfi <br />N � <br /><W <br />8g <br />a4a <br />]U <br />�w <br />OLL <br />rr <br />O <br />q W <br />x <br />H <br />S <br />5 <br />�ti <br />Milli <br />N <br />Vsi <br />o -lit <br />sn <br />cM <br />L <br />Cn <br />\ <br />m <br />L0 <br />W m <br />CD <br />= <br />r <br />O <br />0) <br />L() <br />A CV <br />r <br />TO <br />I Ltn <br />L8 � <br />,- <br />ci <br />E <br />L <br />N <br />o <br />E O <br />N <br />c <br />o. <br />E <br />IJ J <br />V <br />C <br />JOB <br />NO: <br />20-6221 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />6 <br />