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5 <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. " <br />I <br />r----------"'I-- <br />—'-------- <br />--- <br />------I—------� <br />N <br />CV <br />I <br />( <br />Ill <br />23'-6$ <br />1'-1I" <br />I <br />(2) #5 VERTICAL <br />■ • <br />i e <br />I <br />BARS <br />0'-0"e <br />OPT. D I �PT. VJi <br />TYP @ 1 STORY <br />I I <br />t =€ = <br />_{ =; _ _ - ._ .R.T_ <br />31 /2" <br />�- <br />SLOPES <br />N <br />U.N.O.....- <br />_ <br />LO <br />A <br />II <br />C? <br />T <br />I + CJ <br />I I I <br />-I- CJ I <br />= <br />co <br />K <br />I INDICATES FILLED CELL w/ 3000 PSI <br />CONC. GROUT FROM FT. TO BEAM <br />W/ (1) #5 REBAR VERT ABOVE SLAB <br />I <br />I I CHASE TO <br />I I ISLAND (' ' <br />I I • • • • • • <br />I I KITCHEN ISLAND <br />BUILDER TO PROVIDE <br />APPLIANCE PROTECTION J <br />WHEN REQUIRED PER FBC I S3 <br />r <br />TYP @ ALL PLACES SHOWN <br />, . <br />I I WALLS <br />S3 <br />I <br />HOOKED FTG. DOWELS 5" EMBED <br />- _LOW <br />rC_ <br />EDGE OF SLAB 2 " <br />I W/ 25" EXT. ABOVE SLAB "GRADE 40 <br />I <br />I I <br />I <br />I:; <br />BEYOND WALL <br />4'-0" <br />STEEL" 25'-0„ <br />I I I <br />20'-6' <br />6'-8 1'-4" <br />x w <br />STEPS <br />I I I I j r �Mlo <br />AS <br />REQUIRED <br />` <br />I I I I a L= JII 3 I' <br />742' <br />7'-11" <br />(2) #5 VERTICAL 1_0" <br />BARS <br />i� <br />PER FIELD <br />I I I I �- ,,plZ <br />I Y2' I (: <br />( <br />c <br />N <br />CONDITIONS <br />PROVIDE 1 RECESS M I- <br />FOR SGD. REFER TO I ^�?° I III�L ,.„ <br />K <br />I cc <br />_� <br />*- <br />I— <br />I <br />�J�h <br />I MASON'S SLOPE FOR N �W.H.�` <br />I <br />WIDTH III D.W. II 3 <br />S3 <br />S3 <br />S3 I <br />S3 <br />S3 <br />T <br />L <br />CJ <br />41M <br />4 <br />S3 <br />I <br />I-- t - —�►— - - <br />---- <br />cq <br />,- <br />SLOPE <br />c� <br />c <br />31/2" <br />-31/2" <br />I � I <br />2'-6"x2-6"x1'-0" <br />I <br />7�_18 4._8, <br />3-1/2" MIN 3000 PSI CONC. SLAB FO <br />W/ (3) #5'S E.W. PROVIDE Y2" x 9" I <br />iv <br />L $Q <br />co <br />— — <br />I HERNANDO COUNTY ONLY <br />RECESS FOR FRT. DOOR <br />v <br />S3 v <br />■' I 3-1/2" MIN 2500 PSI CONC SLAB OVER 6 <br />TOP OF CONC./ PAVER TO BE 4" <br />MIL VISQUEEN VAPOR BARRIER <br />BELOW FIN. FLR. <br />3'-8" <br />4'.4" <br />G I <br />: <br />0'-0" <br />I�SW1 e <br />'- <br />S3 'n <br />7' <br />36-6j" <br />TYP @ 1 <br />2'-6"x2-6"x1'-0" I <br />j <br />I <br />STORY U.N.O. <br />o <br />Wl (3) #5'S E.W. <br />CJ <br />AH _ - —CJ - to <br />- - CJ - - - —�-- J <br />- -I <br />/ <br />■ ! / / <br />/ <br />/ <br />I <br />I ■ <br />10'-108 , <br />HVAC CHASE <br />BASED ON <br />LOCATION <br />M <br />/ 6- <br />i,1 <br />�U <br />/ <br />'• / <br />II �I. <br />N <br />� h I <br />0-0 „ I <br />/ / 17'_4-„ <br />/ <br />2,_9„ 2,_8" 2'-11$'Il I I = <br />I / L J 1 <br />} <br />} <br />• <br />+. <br />�. •. <br />. . .�. <br />:` <br />'ram+�-. .~. <br />.. .�----..-.V <br />3' <br />I� TYP @ 1 STORY <br />A U.N.O. <br />FOUNDATION PLAN MONO - ELEV-B1 <br />SCALE: Y4"=1'-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 />VVVVF 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 />• <br />LU <br />LU <br />. •• 'P,' a•. <br />tea . ••• <br />a) <br />CONTROL JOINT DETAIL <br />SCALE: 3/4" = V-0" <br />cr <br />45 CONTINUOUS <br />REINF. SEE FND. FOR <br />QUANTITY <br />#5 X 25" X 25" CORNER <br />BAR ONE FOR EA. <br />HORIZ. REBAR, TYP. <br />U.N.O. <br />"Alternate: <br />The reinf. bars shall be <br />cont. around corner b <br />y cold <br />bending the bar w/ min. <br />bar lap of 25". <br />TYP. CORNER BAR DETAIL <br />SCALE: 3/4" = V-0" <br />.4 <br />0 <br />. <br />V*Ilk <br />0 ; <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 />a <br />CM le � <br />o <br />go� , J J <br />ti N *t co LL- lL <br />_ <br />LL LL a d <br />, <br />yW <br />-am LU <br />Z <br />13 <br />gCL <br />W 0oo <br />OC <br />W <br />mET d 0 <br />� 0 g <br />NaMQ �o�� <br />W <br />O v ❑❑❑❑ <br />z N 8 <br />z � <br />z o <br />0 <br />J f7 <br />tl N <br />C1 <br />LL <br />Z <br />0 � <br />O <br />W IT <br />SM <br />N <br />t!I' <br />c E <br />fp <br />was <br />�- <br />U m <br />w12 <br />U <br />_ • <br />Q <br />CD <br />W <br />M <br />U_ <br />LL <br />io <br />g <br />Z <br />O <br />0� <br />2®o <br />(O U <br />t—• N <br />O <br />R U <br />ao <br />U 3 <br />o 0 <br />z <br />o E <br />N <br />°do <br />& <br />wz <br />M <br />� C <br />0 <br />oLL <br />z <br />"�2' J <br />1 <br />a ,p <br />8w <br />g �n <br />z <br />�° <br />a <br />W <br />CL <br />y� <br />F <br />Will <br />� <br />zIa <br />cola <br />�M <br />0 <br />= <br />M <br />L <br />� <br />Al <br />W <br />� <br />.> <br />Ln <br />o <br />N <br />_j <br />^ <br />a <br />O <br />v <br />O <br />CV <br />.T <br />Z N <br />rz <br />LO <br />T <br />i L� <br />co <br />O <br />r <br />l�0 <br />E O <br />M <br />H <br />o <br />Z <br />C <br />rp <br />E <br />in <br />C <br />C <br />C <br />a <br />U J <br />Q t7 <br />J <br />JOB <br />NO: <br />20-1129 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />6 <br />