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c <br />c <br />d <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.Q.. <br />I <br />3' <br />--"1-- <br />9 <br />---__-----�'_ <br />--- <br />------I— -----� <br />N <br />I <br />I <br />L <br />I <br />3 <br />I <br />I <br />V(2) <br />I <br />r - - - <br />I �� <br />#5 VERTICAL <br />■ <br />BARS <br />OPT. D t QPT. V1 <br />TYP @ 1 STORY <br />-3 1/2" <br />SLOPE, I <br />C. <br />U.N.O. <br />in <br />A <br />zo10 <br />I <br />- <br />O <br />qJ <br />� <br />— — — <br />■ I INDICATES FILLED CELL w/ 3000 PSI <br />CONC. GROUT FROM FT. TO BEAM <br />W/ (1) #5 REBAR VERT ABOVE SLAB I <br />I TYP @ ALL PLACES SHOWN <br />I CHASE TO <br />I ISLAND I ' ' <br />I KITCHEN ISLAND <br />I LOW WALLS <br />K <br />S3 <br />BUILDER TO PROVIDE <br />APPLIANCE PROTECTION J I <br />WHEN REQUIRED PER FBC I S3 I <br />HOOKED FTG. DOWELS 5' EMBED <br />1 I : • <br />EDGE OF SLAB 2" <br />W/ 25 EXT. ABOVE SLAB GRADE 40 <br />I <br />BEYOND WALL <br />4'-0" <br />STEEL" 25-6 <br />20-6 <br />T-O"I <br />-0" <br />d <br />I r 11110 : <br />x LU <br />STEPS AS <br />REQUIRED <br />I III <br />I I fl L J�1- <br />T-42" 7'-12' <br />(2) #5 VERTICAL <br />CO , <br />K <br />CC <br />CC <br />PER FIELD <br />= <br />I R <br />�IxCONDITIONS PROVIDE 1 Y2" RECESS �Iu�, <br />co I <br />BARS <br />X <br />FOR SGD. REFER TO IIL =J�1 <br />I MASON'S FOR iv I I I r - - �h <br />I' <br />_ \ <br />W.H. <br />S3 <br />I <br />S3 I <br />S3 <br />r-- <br />SLOPE I III III <br />WIDTH II D.W.III <br />I <br />` <br />{ <br />\ <br />I <br />o <br />.: <br />i- <br />/ <br />— <br />— — — <br />- <br />S3 <br />C,J _ III --- III- - - <br />\ <br />■ <br />- <br />o <br />— — <br />-3 <br />1/2" SLOPE <br />o <br />-3 1/2"' <br />I <br />C? <br />I <br />T-18" 4,-8„ I <br />3-1/2" MIN 3000 PSI CONC. SLAB FO <br />2'-6"x2-6"x1'-O" <br />W/ (3) #5'S E.W. PROVIDE Y2" x 9" I <br />iv <br />L iv10 <br />— — <br />HERNANDO COUNTY ONLY <br />RECESS FOR FRT. DOOR <br />S3 <br />■' I 3-1/2" MIN 2500 PSI CONC SLAB OVER 6 <br />TOP OF CONC./ PAVER TO BE 4" <br />I <br />MIL VISQUEEN VAPOR BARRIER <br />BELOW FIN. FLR. <br />T-8" <br />4'4 <br />I G I <br />77 <br />riw— <br />A <br />■ ' <br />bo. <br />17'-5z' <br />36-681 <br />TYP @ 1 <br />2'-6"x2-6"x1'-0" I <br />I' <br />I <br />STORY U.N.O. <br />o <br />( W/ (3) #5'S E.W. <br />M <br />(- — - - - CJ <br />AH _ - CJ - � <br />CJ - - - — CJ <br />- - <br />■ i / / <br />I <br />10'-10$„ _ <br />F <br />I HVAC CHASE <br />o <br />BASED ON <br />LOCATION <br />. • • • '• '• '• '• <br />// <br />II II• <br />II � <br />A. <br />(r—\ II I <br />17-28" <br />2'_9" 2 _g 2'-11'Il <br />I I. ca <br />I l_ J{ { <br />iv <br />I <br />I <br />H.B+ <br />T-8" 3' <br />2' <br />TYP @ 1 STORY <br />U.N.O. <br />T-2t;" 1 2' <br />FOUNDATION PLAN MONO - ELEV-Al <br />SCALE: Y4"=V-0" <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 />If <br />——� w z <br />w CL <br />CONTROL JOINT DETAIL <br />SCALE: 3/4" = V-0" <br />•. �" <br />:;: <br />#5 CONTINUOUS <br />,�: <br />; ; _•" <br />'�_ <br />REINF. SEE FND. FOR <br />QUANTITY <br />�� <br />#5 X 25" X 25" CORNER <br />�'• ' <br />BAR ONE FOR EA. <br />' ' ' ' ' ' ' <br />HORIZ. REBAR, TYP. <br />U.N.O. <br />• •, • •, • ., <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 />fd�f-.f <br />tiro IN <br />7. <br />X <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 />W <br />Q <br />C O N 4k A <br />O m <br />�Nr �, .LLu` <br />0 <br />-Np -� * W <br />..�. m W <br />U- LL 4. rL <br />M <br />Q <br />N wm w N <br />mLL ° a O <br />Z <br />Qp,.- ZpY <br />-0 CD O� 0 W <br />D Xmoo <br />� <br />O r CO 0° O <br />2mq'orn <o�0 <br />LLWAu <br />Z <br />g 0 L <br />�—N O :3�Qc+)Z <br />N <br />z <br />° 0 1. , 1 <br />` W <br />M `- <br />z N <br />o <br />- <br />z � N <br />z � <br />Q = <br />J M <br />d N <br />N <br />M <br />W <br />o <br />ll <br />+� <br />n <br />`J <br />� a <br />O <br />wJAML <br />cn <br />c o <br />U m <br />o <br />_ o g <br />� d <br />U o <br />Q n 0 <br />° <br />o <br />co <br />w <br />M <br />z <br />O <br />Z <br />< <br />U- <br />d E <br />zo <br />g ¢ <br />� <br />Z>Zo <br />Q <br />o <br />0o <br />zCL <br />o E <br />No <br />& o <br />X, <br />w <br />i <br />w <br />C <br />- E)Nm <br />ao <br />m� <br />O <br />0¢ <br />z <br />J <br /><w <br />1 <br />to <br />a <br />a ° <br />8 <br />z <br />gO <br />w ag <br />W <br />U 3 <br />�o <br />a <br />�k <br />� <br />z <br />�Z <br />3 <br />OF <br />IIIIIIIIII� <br />CO <br />101. <br />a <br />003 <br />0 <br />.2 M <br />= <br />L <br />ai <br />°f <br />Al <br />W <br />� <br />c� <br />.� <br />Ln <br />O <br />Q <br />> <br />CD <br />m <br />= <br />�..i <br />O N <br />r <br />70� <br />o <br />N <br />r <br />T' <br />•L L o <br />ram- <br />� <br />r <br />O <br />o <br />E <br />M <br />M <br />ce) <br />o <br />Z <br />z <br />E O <br />E <br />U <br />a <br />Q <br />JOB <br />NO: <br />20-1131 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />6 <br />