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c <br />c <br />T-8" g._52„ 1. 2'-6s " 1. 6--0" 6'-0" <br />TYP @ 1 STORY <br />U.N.O. <br />S3 <br />2'-6" x 2'-6" x 1'-0" <br />W/ (3) #5'S E.W. <br />T-1 <br />H.B.+ <br />I <br />N.......... 0 <br />....... ......... <br />� <br />N <br />I <br />10 <br />23'-68" <br />- <br />Mo <br />I <br />1' 1 q <br />I <br />I (-�� : <br />I <br />(2) #5 VERTICAL <br />■; <br />I <br />I I I <br />I <br />BARS <br />• <br />OPT. D 1� <br />TYP @ 1 STORY <br />I I <br />_ _ — t-Y~� <br />—; �'=---- <br />^) <br />-31/2" <br />SLOPE I <br />U.N.O. <br />I _ <br />inN <br />A <br />• <br />� :: I I <br />I <br />i� <br />S3 <br />CJ <br />— <br />I <br />• <br />� <br />+ CJ I <br />— <br />O <br />iD <br />00 <br />■ I INDICATES FILLED CELL w/ 3000 PSI <br />CONC. GROUT FROM FT. TO BEAM <br />I CHASE TO <br />I ISLAND I ' ' <br />BUILDER TO PROVIDE I <br />APPLIANCE PROTECTION J <br />i� <br />M <br />W/ (1) #5 REBAR VERT ABOVE SLAB <br />I <br />TYP @ ALL PLACES SHOWN <br />j j KITCHEN ISLAND <br />WALLS <br />S3 <br />WHEN REQUIRED PER FBC I S3 <br />I HOOKED FTG. DOWELS 5" EMBED <br />I —LOW <br />rC — — <br />— <br />EDGE OF SLAB 2" <br />o <br />W/ 25" EXT. ABOVE SLAB "GRADE 40 <br />„ <br />1 I I :: <br />BEYOND WALL <br />4'-0" <br />STEEL 25'-6" <br />I I I ( <br />20'-6' <br />x u i <br />10 <br />(2) #5 VERTICAL <br />BARS <br />cMn <br />N <br />xIIL` <br />STEPS AS <br />REQUIRED <br />I I F-, <br />I I JII3 <br />T-42' T-1 <br />M <br />PER FIELD <br />CONDITIONS <br />— <br />I II r <br />I PROVIDE 1 �" RECESS ^�, I I I II IJ <br />K <br />CC <br />CC <br />N i_o <br />■ 1c <br />FOR . <br />�.�IIIhIIII� <br />FOR <br />_— <br />S3MASON'S <br />S3 <br />(( <br />SLOPE <br />WIDTH I�cj <br />■ <br />— <br />— <br />o <br />�— — — — — ■ — — <br />� <br />q <br />r <br />I <br />16'-112' 8'-6a" <br />----... <br />r <br />1/2" SLOPE <br />- <br />3 <br />I <br />�31/2" <br />7'-18" 4•-8" I <br />3-1/2" MIN 3000 PSI CONC. SLAB FO <br />2'-6"x2-6"x1'-0" <br />W/ (3) #5'S E.W. PROVIDE %2" x 9" I <br />iv <br />S3 `'� <br />Co <br />�- — — <br />HERNANDO COUNTY ONLY <br />RECESS FOR FRT. DOOR <br />d <br />d <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' " <br />—7----- <br />— — J 01 -0" <br />■' 17'-58" .... <br />36'-6$ .... ::. <br />I $o. <br />A <br />S3 10 <br />.I <br />TYP 1 <br />@ <br />-6 2'"x2-6"x1'-0" <br />I' <br />I <br />STORY U.N.O. <br />_o <br />I W/ (3) #5'S E.W. <br />CJ — CJ <br />N <br />— — — <br />— — <br />10,-10" <br />$ <br />i <br />` ( HVAC CHASE / <br />Ilj <br />b <br />BASED ON / �' / <br />I LOCATION <br />�' �`� { { 1 <br />0 <br />` <br />in0 <br />N0101, <br />, <br />17'-28' <br />2'-9" Z-8 <br />JI 1 <br />II.• <br />L 1{ <br />I <br />Ch10 <br />L <br />--4c) 4— <br />I <br />+ TYP @ 1 STORY <br />H.B. q <br />U.N.O. <br />S3 <br />3 5g 2, 6g. 6' 0" 6'-0" 6'-0" T-10" 4'-2" 3 28, 2 Os, 6'-0„ 6-4" <br />FOUNDATION PLAN MONO - ELEV-B1 <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 />v w z <br />w <br />CONTROL JOINT DETAIL <br />SCALE: 3/4" = V-0" <br />:;= <br />#5 CONTINUOUS <br />• <br />�:.; <br />, . _• <br />'�- <br />REINF. SEE FND. FOR <br />' `• <br />QUANTITY <br />95 X 25" X 25" CORNER <br />BAR ONE FOR EA. <br />HORIZ. REBAR, TYP. <br />. <br />:. <br />U.N.O. <br />**Alternate: <br />The reinf. bars shall be <br />�.=. • �r. • w. �;%.• �r.• :;; <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" = 1'-0" <br />I�s T� VV1� <br />4 <br />N <br />G1 <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. 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