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3'-8" 1. 3'_5$" <br />1► <br />TYP @ 1 STORY <br />A U.N.O. <br />S3 <br />I: -Well <br />2'-6" x 2'-6" x 1'-0" <br />W/ (3) #5'S E.W. <br />7'-1 <br />H.B.t <br />I <br />4.............. <br />N <br />.I <br />I <br />i <br />23'_681" <br />1 <br />f <br />I <br />• <br />I I I !; <br />OPT. D I QPT. 1_ fA 1 <br />TYP@ 1 STORY <br />I <br />E-� <br />31/2" <br />SLOPE <br />—� <br />U.N.O.10 <br />10 <br />A <br />I <br />II <br />� <br />S3 <br />�— C <br />I <br />^ <br />+ CI <br />o <br />- <br />o� <br />o� <br />I— <br />--- — — — <br />EO <br />INDICATES FILLED CELL w/ 3000 <br />■ : I CONC. GROUT FROM FT. TO BEAM I <br />CHASE <br />I I � ISLAND I ' <br />I <br />BUIL• I <br />DE t <br />OPROTEICTION J <br />W/ (1) #5 REBAR VERT ABOVE SLAB <br />TYP @ALL PLACES SHOWN <br />KITCHEN ISLAND <br />LOW WALLS <br />I : <br />Il <br />K <br />S3 <br />APPLDIANCEER <br />S3 <br />WHEN REQUIRED PER FBC <br />HOOKED FTG. DOWELS 5" EMBED <br />r - --- <br />W/ 25' EXT. ABOVE SLAB "GRADE 40 <br />I jI I;; <br />4'-0" <br />: I STEEL" 25'-6" <br />I I I <br />20'-6 <br />7'-0" <br />STEPS AS <br />REQUIRED <br />II r==tea <br />: I I II ` �Illo <br />I I II L— JII� I: <br />7'-5" 7'-1 " <br />K <br />CC <br />I <br />CC <br />PER FIELD <br />CONDITIONS <br />I 3 <br />I I II L �IIIz <br />; ( PROVIDE 1 Y RECESS ^, I II II �„ I :: <br />I ILL <br />2'-6" x 2'-6" x 1' -0" <br />"° <br />W/ (3) #5'S E.W. <br />■ , FOR SGD. REFER TO _JJI <br />I <br />I MASON'S SLOPE FOR N I j II I : ' <br />w.H. \ <br />S3 <br />S3 I ■ <br />— — <br />S3 <br />o <br />WIDTH D.W. I <br />I <br />\�—��' <br />I <br />L <br />— — — —CJ I III III — — <br />■ <br />— — — <br />C° <br />o <br />0 <br />3 1 /2" <br />N <br />31/2" <br />SLOPE, <br />T <br />Ar <br />_ <br />— — — — — — <br />2'-6"x2-6"x1'-0" <br />- <br />00 <br />� <br />7'-1$' 4'_8" <br />3-1/2" MIN 3000 PSI CONC. SLAB FOR <br />W/ (3) #5'S E.W. PROVIDE %2' x 9" <br />N <br />L <br />I HERNANDO COUNTY ONLY <br />I RECESS FOR FRT. DOOR <br />S3 <br />■ ' 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 />1 4'-4" <br />G <br />........ <br />I..■ <br />■ ■ <br />lS3 <br />J <br />�T 4 <br />A <br />'n <br />i _ O'_O.' <br />�8W1 7' <br />.... : :1. <br />S3 <br />TYP @ 1 <br />2'-6"x2-6"x1'-0" <br />STORY U.N.O. <br />b <br />I W/ (3) #5'S E.W. <br />ici <br />co <br />CJ <br />HU CJ Lo <br />CJ <br />' <br />' <br />CN <br />........ <br />A.■: <br />I <br />o <br />HVAC CHASE// ��:.'.'.'.'.'.'.: <br />�r ��r:�— <br />�Gi} <br />co <br />in <br />BASED ON / <br />I <br />LOCATION <br />N <br />0'-0" <br />/ 1T-2$' <br />2'-9 Z_8 2'-118'Il I <br />JI I <br />I. � <br />I�-�-^J <br />L <br />I If <br />N <br />10 <br />�;If <br />I <br />LO <br />-------------F <br />-- <br />/— —F'—�- -- <br />------�—---�-}1----ram <br />--- <br />t <br />_t <br />I <br />H.B. 4- TYP @ 1 STORY <br />A U.N.O. <br />3-8" 3' S8" 2'-6g" 6'-0" _ 6'-0" 6'-0" S-10" 4'-2" 3' 28" 2' 98'1. <br />6'_0" 64" <br />FOUNDATION PLAN <br />SCALE: %4"=V-0" <br />NOTE: <br />• WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS <br />PREVALENT AREAS, APPENDIX "E" OF THE FBC 5th EDITION (2014) <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 114 SLAB <br />UPPER 1/3 OF SLAB <br />THICKNESS WHERE <br />OR FIBERMESH <br />SHOWN ON <br />REINF. SEE PLAN. <br />FOUNDATION PLAN <br />NN <br />W <br />J <br />CONTROL JOINT DETAIL. <br />SCALE:1 1/2"=14" <br />#5 CONT REINF. SEE <br />FND. FOR 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 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 />O <br />Z M <br />0 <br />Z <br />¢O <br />J <br />d <br />+� Z <br />cn/) 0 <br />W c) <br />.�.J w <br />p <br />U — <br />Ow <br />m <br />~ <br />0 <br />Cn <br />o 0 <br />U <br />(DM <br />W E <br />. <br />— $ <br />offW <br />C (0 M <br />co <br />O o0 <br />a)= 0) <br />�I� U <br />L_u-00 <br />00 <br />Q-O <br />f^'Y <br />Q m <br />Lo O;r <br />0) 0. <br />Q O <br />A' <br />B D. <br />N C B D C <br />T\� <br />g00�f <br />IN <br />N lL+��CO <br />L <br />• <br />Kg <br />Z• <br />W Q N Q Mf <br />C) U <br />U O <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 Florida Building <br />Code 5th Edition (2014) Residential. Engineer's signature <br />and seal is only for the structural engineering portions of <br />the drawing pages bearing Engineer's signature and seal. <br />O <br />z� <br />0 n <br />••i M O <br />M <br />f>z 0 <br />Q U-)� <br />a cn•L� <br />HL_ M In <br />U ra <br />a �� <br />ro <br />Z <br />WJ I'D <br />;Z <br />ev2 <br />z a <br /><x <br />z <br />w ¢ a <br />000o <br />ZUWX <br />�y�ZZ <br />^� <br />CLtt <br />f J <br />awl$Z - <br />OF�O <br />O <br />L <br />p n <br />Z Z <br />aU <br />ce <br />Q <br />zZ <br />5 <br />CL <br />Lr) <br />o <br />ZoZ <br />E <br />���••�� <br />U <br />= <br />O <br />J Q <br />� <br />z <br />oO <br />J a <br />C <br />w 0 0 <br />fV <br />A <br />oao< <br />Z W � J <br />Q <br />o0�s <br />Z <br />Z <br />W°�o <br />a <br />W Fy <br />LU <br />J <br />In <br />'I <br />LLJ <br />Q <br />Q <br />Z <br />U)oZo <br />V <br />,¢8 <br /><wz <br />M <br />M <br />Z <br />aU) <br />m <br />o <br />g <br />= <br />az <br />LU <br />rn <br />-i <br />d <br />cn <br />SCALE : AS NOTED <br />DATE : 2/24/2014 <br />TECH: MJAMES <br />VERSION N0. <br />10 <br />SHEET NO. <br />6.0 <br />