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64„ V-985" 3._28.. <br />H.B.01 <br />on <br />A <br />TYP @ 1 STORY S3 <br />U.N.O. <br />10" 2'-10 4" 5'-11 <br />o <br />r <br />ih <br />16'-0" 2-�" 6'-10".' ..... <br />\� I :: <br />:: O I I} ■ <br />— — <br />&-31/2" <br />01 <br />\ <br />SINK DISP <br />co <br />in <br />S3 <br />I <br />D.W. o/ <br />�iri o <br />rA - <br />S3 in <br />0` <br />rL <br />L__=j - I CHASE TO ISLAND-- <br />�� — ------------- - _: <br />o 1 I <br />I I <br />TYP @1 <br />STORY U.N.O. <br />■ . - -- I - - - - I - - - - - - - <br />- - - - - <br />II <br />STEPS AS <br />REQUIRED <br />PROVIDE 1 /1/2" RECESS CJ L - - - - - - - - - - - - I CJ OPT. :: -1- CJ- CJ ; <br />FOR SGD. REFER TO KITCHEN ISLAND REF. , , ; :: <br />CJ -�} : ■ <br />; ; ; ; 10'-104" <br />PER FIELD <br />MASON'S SLOPE FOR LOW WALLS <br />I <br />o <br />CONQITJONS <br />: WIDTH Imo\ <br />10 <br />\ <br />I 16-10" <br />-12'-10" <br />r <br />INDICATES FILLED CELL w/ 3000 PSI <br />�. <br />, I HVAC CHASE I .............. ......... .......... <br />CONC. GROUT FROM FT. TO BEAM <br />W/ (1) #5 REBAR VERT ABOVE SLAB BASED ON s 0'-0" TOP OF CONC./ PAVER TO BE 4" <br />...........:■ <br />■ ■ ■ <br />■ 4' 0" IL <br />4'-4" <br />4'-6" <br />TYP @ ALL PLACES SHOWN LOCATION BELOW FIN. FLR. <br />HOOKED FTG. DOWELS 5" EMBED <br />W/ 25" EXT. ABOVE SLAB "GRADE 40 � PROVIDE x 9" <br />� <br />� <br />` <br />SLOPE <br />0 <br />STEEL" I RECESS FOR FRT. POOR M <br />I <br />L <br />_ <br />- <br />C)2'-6"x2'-6"X <br />1'-O" �' <br />I & 4' I <br />S3 <br />25'-1047" 9'-588 W/ 3 #5 E.W. <br />10 <br />co <br />00 <br />TYP @ 1 STORY S3 <br />I S3 G <br />U.N.O. <br />_ <br />(2) #5 REBAR <br />2'-6" x 2'-6" x 1'-0" <br />ri AHU I I <br />VERTICALS w/ in <br />■ , iv r <br />I : r <br />FILLED CELL <br />W/ (3) #5'S E.W. <br />o <br />0 <br />coI <br />G <br />W/ (3) #5 E.W. S3 <br />I OPT. D PT. I : -3 1/2" <br />o <br />SLOPE <br />.. .. <br />......... ................. <br />5'-3" 1'-10" 3'-6" O I: T <br />o a, <br />■ : — CJ : ; CJ — CJ <br />q <br />3-1/2" MIN 3000 PSI CONC. . 2' 7d.. 6-5" 3'-2" <br />I <br />Zo <br />rn <br />SLAB FOR HERNANDO <br />COUNTY ONLY' <br />I <br />J <br />3-1/2" MIN 2500 PSI CONC K <br />S3 <br />SLAB OVER 6 MIL VISQUEEN I I S3 <br />I <br />C',� ' 4 <br />T <br />VAPOR BARRIER '' '^ N <br />35`-4" 20'-6" <br />L <br />■ I <br />I <br />BUILDER TO <br />: I <br />; I : ; <br />PROVIDE <br />I <br />O, 0„ <br />: <br />APPLIANCE <br />16AR <br />VERTICALSw/ <br />4'-0" 12'-1" <br />O <br />PROTECTION <br />FILLED CELL <br />00 <br />W.H. <br />WHEN REQUIRED <br />L---------+_ <br />PER FBC <br />- <br />— <br />--J <br />.. <br />.... ........... ......... <br />■:: <br />............ . <br />■ <br />■ <br />■ ■ <br />q H.B. <br />S3 <br />TYP @ 1 STORY <br />5'-7551,' 6-41„ U.N.O. 5'-23" 7'-1 R„ <br />FOUNDATION PLAN <br />NOTE: <br />• WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS <br />PREVALENT AREAS, APPENDIX "E" 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 />W.W.M. 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 />W <br />Z:r� <br />J <br />d <br />CONTROL <br />JOINT DETAIL <br />SCALE:1 1 /2"=V-0" <br />' <br />#5 CONT REINF. SEE <br />FND. FOR QUANTITY <br />#5X 25"X25" CORNER <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 />Cont. around corner by cold <br />bending the bar w/ min. <br />bar lap of 25". <br />TYP. CORNER BAR DTL. <br />SCALE: 1 1/2"=V-0" <br />Z M <br />— o <br />Z <br />Q <br />a. <br />U) <br />CD <br />nV)' <br />cn <br />�W w <br />O "' <br />= <br />E <br />oa <br />\/can <br />C3 <br />W <br />U <br />a� M <br />C 0 C)~ O o N <br />l O <br />✓ <br />�0� <br />FL00 <br />O Cd 1` <br />Y <br />�✓ <br />Q <br />U) OCL <br />Q O <br />B D. <br />N C B D C <br />NV <br />T' <br />pp O <br />V• N ,� rn <br />Z <br />U) <br />� N <br />e <br />� � <br />N• <br />o SE <br />W e <br />For <br />Y!. o <br />E� <br />To the best of the ja in kn6%0"eyinforma�i�p, an <br />belief, the structur ns t'vIll ne <br />within these drawinlyMjt 9j0lorida%%, <br />Building Code - Residenti I ition. Engi i <br />signature and seal is only fortf�l€.gaye.�����ii ering <br />portions of the drawing pages bearing Engineer's signature <br />and seal. <br />O <br />oN <br />Z <br />0 vr-, <br />'"L 4-1 O <br />> U.) M O <br />M <br />(n Ln <br />Q <br />N U_ <br />zCL <br />, <br />U M --i <br />C 0000 <br />Q <br />z § <br />Z <br />LU C:) <br />W <br />J� <br />C:) <br />d' <br />J <br />5 <br />z <br />Lu <br />zaa <br />Z <br />W¢.a <br />g8o <br />zwW, <br />n <br />�s�W <br />z <br />> 0-2 . <br />a oe u_ o <br />�w o <br />�.}�. <br />zz <br />} <br />T <br />V, <br />}z <br />zw <br />I(—L <br />O <br />r-1 <br />C) <br />� <br />N 7 <br />ro <br />M <br />0 <br />0 <br />C: <br />� <br />�a <br />0 <br />U.) <br />(0 <br />p <br />Lu <br />Quo <br />0 <br />J <br />C <br />X <br />i. <br />G <br />N <br />1 ` <br />z¢0¢ <br />;J <br />0 Q z <br />4 <br />Q <br />Z <br />Z <br />N <br />N <br />o�� <br />u_ :D <br />a <br />W <br />a�o�Z <br />J <br />rl <br />U-i <br />E <br />Q <br />� <br />Q <br />Z <br />UlQzo <br />P a <br />F <br />¢ z <br />Lli <br />Lh <br />C:) <br />Z <br />a� <br />V z <br />m <br />Q <br />= <br />¢z <br />SCALE : AS NOTED <br />DATE : 1 /4/2018 <br />TECH: ERAND <br />VERSION N0. 10 <br />SHEET NO. <br />6.0 <br />� i 1 1 �; 11h. , 1 1 ig 11 Al i h 11 I'l I ill Li'l I Idi G si i iuol i I I i I I I I I I I I 1 11 1 1 1 1 1 1 G <br />