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c <br />c <br />d <br />a <br />it <br />a� <br />o_ <br />00 <br />0 <br />r- <br />N <br />1 <br />00 <br />i <br />x <br />rn <br />N <br />S <br />00 <br />C] <br />N <br />N <br />C <br />E <br />0 <br />w <br />M <br />V-6" 1. 5,_7s, <br />6,-4$„ <br />6-0" <br />TYP @ 1 STORY <br />U.N.O. <br />A <br />S3 <br />55'-10" <br />6'-0" <br />6'-0" 6'-0" <br />3'-0" <br />H.B. <br />■ ■ ■ <br />■ <br />■ <br />■ ■ ■ <br />■ <br />■ ■ <br />BUILDER TO <br />PROVIDE <br />APPLIANCE <br />(2) #5 REBAR <br />O <br />0 0 <br />PROTECTION <br />QUIR <br />WHEN REQUIRED <br />D I <br />VERTICALS w/ in <br />I <br />FILLED CELL <br />.. I <br />PER <br />351-4" <br />I 3-1/2" MIN 3000 PSI CONC.N CD <br />i SLAB FOR HERNANDO I, ^ 1 1# K iv I <br />COUNTY ONLY `� !! 83 T <br />J <br />S3 <br />3-1/2" MIN 2500 PSI CONC <br />SLAB OVER 6 MIL VISQUEEN 21-74 4'-9" 4'-10" <br />VAPOR BARRIER <br />■ CJ :: 1 -GJ : <br />C J <br />, <br />— — — — — — — <br />: — — — - <br />— — — <br />5' -3" 1'-10" 3'-6" �N <br />:: <br />1 <br />O I . o <br />A. <br />0 <br />`° <br />I I P .WCN <br />-3 1/2" <br />� PT. I <br />� <br />M <br />M <br />2'-6"x2'-6"X1'-O" FTG <br />W/ (3) #5 E.W. S3 _ _._ H. 35" <br />SLOPE <br />7" '-1 <br />Ile <br />fd' T <br />2'-6" x 2'-6" x 1'-0" <br />N : ;TAH , I <br />VERTICALS <br />W/ 3 #5'S E.W. <br />( ) <br />TYP @ 1 STORY <br />U.N.O. A <br />66 CC <br />S3S3 <br />FILLED CELL <br />60 <br />CJ CJi. ......... .. <br />' <br />44�4' <br />o <br />do <br />= <br />00 <br />.... . . ......... .. <br />i i — <br />25'-10128" 9'-5i2s" <br />■ <br />■ <br />- <br />T <br />v <br />50 <br />2'-6"x2'-6"X1'-0' FTG <br />W/ (3) #5 E.W. <br />INDICATES FILLED CELL w/ 3000 PSI PROVIDE %2' x 9" <br />CONC. GROUT FROM FT. TO BEAM RECESS FOR FRT. DOOR <br />W/ (1) #5 REBAR VERT ABOVE SLAB <br />( �4' <br />SLOPE = <br />L <br />S3 <br />(9 <br />LO <br />4' 0" <br />4'-4" 4' 6" <br />TYP @ ALL PLACES SHOWNV—HVACCHASE TOP OF CONC./ PAVER T BE 4" <br />' HOOKED FTG. DOWELS 5" EMBED BASED ON 0'-0" BELOW FIN. FLR. <br />■ <br />" : ■ <br />■ <br />W/ 25" EXT. ABOVE SLAB "GRADE 40 1 % LOCATION I ................. <br />' ' <br />::::::::::: ::: ::::: <br />STEEL„ � � • •_._...... <br />:::::::: <br />... ... _ « ........ ...... <br />i <br />. <br />4'-0" <br />/ 16-10„ <br />12,:10„ <br />o <br />o <br />10 <br />STEPS AS <br />PROVIDE 1 %" RECESS <br />REQUIRED <br />PER FIELD <br />FOR SGD. REFER TO KITCHEN ISLAND <br />MASON'S SLOPE FOR OPT. " """"""""" <br />LOW WALLS <br />ic�: <br />i0,-104„ <br />CONDITIONS <br />. <br />■ WIDTH CJ ------ CJ _J_' ' <br />CJF-_ <br />CJrREF. <br />+ _ —r—==� <br />_-- __-___ __--- :;r <br />j — —j <br />° Ij <br />TYP @1 <br />CHASE TO ISLAND <br />7111 .. .,.... <br />D.W. I � C <br />f I <br />STORY U.N.O. <br />iv <br />o <br />I I <br />lit <br />A <br />00 <br />`O <br />I SINK'NI DISP ; ; <br />f `o <br />3 1 /2" <br />I <br />L � — <br />2'-9 <br />� j / 16'-0" 4' 6'-10" ..... I :: <br />0, 0„ <br />' <br />:: O I { II : ■ <br />� <br />I <br />t q <br />.......... ... .............. ............... .. <br />TYP @ 1 STORY <br />H.B. U.N.O. A <br />S3 <br />5'-4" , 1'-98" 3'-2$" 5'-0" 5'-0" 5'-10" 3'-10" 6'-0" 6'-0" 3'-10" 2' 10664 5'-1164' 5'-0" 5'4' <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 />SAWCUT x 1/4 SLAB <br />UPPER 1/3 OF SLAB <br />THICKNESS WHERE <br />OR FIBERMESH <br />r1/8" <br />SHOWN ON <br />REINF. SEE PLAN. <br />FOUNDATION PLAN <br />v •'LLJLU <br />CONTROL <br />JOINT DETAIL <br />SCALE:1 1/7=14" <br />.: <br />#5 CONT REINF. SEE <br />FND. FOR QUANTITY <br />rL.' <br />#5 X 25" X 25" CORNER <br />BAR ONE FOR EA. <br />HORIZ. REBAR, TYP. <br />':.:: <br />• <br />,. <br />-., <br />U.N.O. <br />:.:: ; :: <br />:;, :.: <br />'• <br />**Alternate: <br />_ <br />; • <br />The reinf. bars shall be <br />;�; r �� • ��, :�;:,: • �� r'�;; <br />cont. around corner by cold <br />�; �; �: <br />bending the bar w/ min. <br />bar lap of 25". <br />TYP. CORNER BAR DTL <br />SCALE: 1 1/2"=V-0" <br />U <br />z_M <br />0 <br />Z CO <br />z <br />Q <br />a <br />U, zL= <br />V) (9 <br />cn <br />w <br />w � <br />� <br />1,E 0 <br />o <br />cn '- <br />ULU <br />0 <br />m ti <br />a� <br />O> M <br />F— E <br />U <br />10 C N <br />0 O p <br />_ <br />i U coC,YjZ <br />cti00 <br />Q rn <br />� 07 <br />0. <br />rn Q o <br />[[pp <br />M1' <br />IN, e_ "ll <br />E. <br />N CnB tell <br />r <br />p a. rM <br />Z C <br />od�� <br />Z <br />eo <br />C,log <br />'fir <br />of".:LLy <br />Sq o C`� <br />• E cp <br />�• m<" <br />°O vi�r <br />Z .....•.° <br />LL <br />LU <br />G±rE R <br />o <br />fr,slltim <br />�❑ <br />To the best of the Engineer's knowledge, information, and <br />belief, the structural plans and specifications contained <br />within these drawings comply with the 2017 Florida <br />Building Code - Residential 6th Edition. Engineer's <br />signature and seal is only for the structural engineering <br />portions of the drawing pages bearing Engineer's signature <br />and seal. <br />O <br />C) <br />Z <br />0 N <br />I/ -I O <br />M <br />Q U-) Lf) <br />LL V) <br />a U �- 00 <br />3i E <br />Z <br />� <br />W <br />� <br />d' <br />�Cz <br />o <br />w <br />Za <br />4g <br />f <br />z <br />Lu <br />oo-0o <br />J <br />ZwW� <br />��Z QZ <br />U ZLu <br />OL <br />o� <br />Z <br />0 <br />0 <br />� W ALL- N <br />�•- <br />Q <br />z <br />z U <br />z <br />(3) <br />M <br />o <br />o <br />z <br />-a <br />� <br />u- <br />o <br />U <br />2 <br />(a <br />0Lu <br />Q <br /><� <br />J <br />UQ�W <br />�ao:Q <br />N <br />Zoe <br />Z <br />,�` <br />� D <br />W <br />Ln <br />auo <br />o <br />�L <br />Q <br />Z <br />rl <br />M <br />Z <br />z <br />Lu <br />QLuz <br />m <br />zn <br />Z <br />° <br />00g <br />= <br />z <br />uj <br />-v--i <br />1 0- <br />LO <br />SCALE : AS NOTED <br />DATE : 3/30/2018 <br />TECH: MJAM ES <br />VERSION N0. 4sO <br />SHEET NO. <br />6.0 <br />