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L I !. _ 1 <br />a p p• V �. p, <br />V <br />° °, V <br />e• a ° v <br />; • o o= <br />#5 CONTINUOUS <br />REINF. SEE FND. FOR <br />QUANTITY <br />' °' ' <br />#5 X 25" X 25" CORNER <br />. . <br />°, " IV' 'e �' ° a ' e - <br />" <br />BAR ONE FOR EA. <br />oo <br />. e <br />HORIZ. REBAR, TYP. <br />v p <br />p" <br />° v <br />U.N.O. <br />"Alternate: <br />The reinf. bars shall be <br />° - ° ° - ° ° <br />° <br />Cont. around corner by cold <br />v v: v v v: v v v: °. v v: v v v: <br />v v v: <br />bending the bar w/ min. <br />bar lap of 25". <br />TYP. CORNER <br />BAR DETAIL <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. 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ABOVE S B. <br />I <br />I <br />v I GRADE 40 STEEL <br />I I <br />_ C.J. — <br />■ ■ ■ ■ -- <br />HVAC CHAIE E <br />■ <br />(PROVIDE <br />3'-1" BASED ON <br />1 1/2" <br />(RECESS FOR SGD <br />M LOCATION <br />(REFER TO MASONS <br />■ <br />c', <br />(SCOPE FOR WIDTH. <br />■ <br />a <br />Ilk <br />E <br />I <br />C.J. F I <br />II <br />■ <br />6 <br />I <br />T <br />I <br />TYP. @ <br />I <br />I <br />TWO <br />OP <br />3-8Ys" <br />3Y2" MIN. 3000psi CONC. <br />4'-1" <br />STORY <br />"' <br />SLAB FOR HERNANDO <br />I <br />COUNTY ONLY. 3Y2' MIN U <br />■ <br />I <br />I <br />2500psi CONC. SLAB <br />OVER 6 MIL VISQUEEN <br />III <br />■ <br />VAPOR BARRIER --/ <br />. hOP <br />I <br />Id <br />�j TYP GG <br />I <br />S3 <br />— <br />— _ C.J. — <br />■ <br />III <br />o <br />CV <br />10 <br />I <br />I <br />I I <br />I <br />III <br />I III <br />■ <br />N <br />■ <br />� <br />I <br />I <br />� L_ J I <br />- <br />1'-0" I <br />_ 7 -3 <br />q <br />10 <br />■ <br />PLUMBING <br />GG <br />I <br />STACK <br />C.J. _ S3 <br />2'-6" x 2'-6" x <br />_ <br />T-O" (0 <br />1'-0" w/ (3) <br />STUB UP <br />#5's E.W. <br />I <br />TO 2ND <br />FLOOR <br />-- ---- --- <br />FOR A/C <br />O <br />I I I I I I I I I I 1 1 1 1 1 1 1 <br />I <br />— I <br />K 31 /2" C <br />� <br />0S3 <br />w H <br />N T <br />S3 <br />1 <br />I <br />Wz <br />o <br />■ <br />■ ■ ■ 9" <br />17 9" <br />1 <br />g O w <br />I <br />a <br />-' <br />w <br />1'-6" <br />3'-11" iv <br />I PROVIDE 1/2" X 9 <br />OO z 1 <br />¢ <br />0 <br />> _ m <br />■ <br />1/2" RECESS FOR <br />¢ a <br />IN <br />0? 00 <br />I 4" <br />FRONT DOOR <br />00 Q <br />d <br />IW <br />TOP OF CONC./ PAVER TO <br />>. 1 <br />O <br />I <br />BE 4' BELOW FIN. FLR. <br />�_ U <br />W' <br />co <br />fj, M <br />W <br />— — I <br />>W <br />IN I <br />I <br />■ <br />I <br />2'-6" <br />x 2-6„ x <br />1'-4" <br />4.-, <br />b C.J. <br />1'-0" <br />w/ (3) <br />0o I <br />— — — <br />— I <br />v <br />#5's <br />E.W. <br />L <br />s3 <br />I <br />i <br />o <br />I <br />TYP. @ ■ I <br />I <br />■ <br />ENTRY <br />W <br />I <br />o <br />I <br />A <br />TYP. @ <br />SINGLE <br />J <br />; <br />STORY <br />r <br />(2) #5 VERTS w/in S3 (2) #5 VERTS w/in I <br />HB <br />CELL- <br />FILLED CELL <br />- — — — — — — — — — — —FILLED <br />— <br />o <br />0 Nil <br />IN <br />NJ_ <br />V-8" <br />16'-0" <br />V-8" <br />19'-4" <br />5'-8" <br />z <br />0 <br />Q <br />z <br />Z) <br />0 <br />z <br />0 <br />Q <br />z <br />D <br />0 <br />Ll <br />NOTE: <br />• WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS <br />PREVALENT AREAS, APPENDIX "F" OF THE FLORIDA BUILDING CODE <br />7TH EDITION (2020) RESIDENTIAL IS TO BE IMPLEMENTED. CONCRETE <br />STRENGTH IN THESE AREAS TO BE A MINIMUM OF 3000 P.S.I. <br />THEREFORE, ANY AND ALL NOTES ON THESE PLANS THAT INDICATED <br />2500 P.S.I. SHALL BE REPLACED WITH 3000 P.S.I. FOR THE CONCRETE <br />STRENGTH <br />• SEE SHEET SN FOR SOIL & TERMITE NOTES. BORATE / BORACARE <br />TREATED LUMBER IS AN ALTERNATE TERMITE PROTECTION TO SOIL <br />POISONING <br />MONOLITHIC FOUNDATION — <br />ELEV—A, <br />SCALE: Y4"=1'-0" <br />ell <br />O <br />N <br />Z � <br />� W <br />O <br />a= o <br />O GC N <br />H x <br />� O G� <br />Co -C N <br />4�CZM <br />c, CDOt Ej. <br />L G <br />e <br />m <br />n. <br />It <br />S <br />C9� <br />� <br />To <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 2020 Florida Building Code - <br />Residential 7th 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 />`r E �' <br />Q O N V N r <br />(� Oro <br />p 60 LL <br />W <br />I» � M 0 � 11 tL <br />'R <br />a M L- a <br />z <br />J _ z <br />O= <br />Z cc m <br />A --Co o <br />O: "' '!0 N t0 m W <br />rn�4j°' _ z <br />W <br />M Z <br />LLW <br />0 N U H <br />O U ❑❑❑ <br />Z <br />W <br />o S <br />Z m N <br />z o <br />Q <br />a � <br />L <br />v o <br />w <br />0 w S <br />w. <br />(/ I C_ N <br />v <br />_ E <br />si <br />U O <br />Q Y <br />0 <br />0 <br />Z <br />�m <br />LJi_ <br />p <br />zc <br />o <br />Zo <br />a, <br />a <br />E V <br />s <br />z <br />z® <br />❑a <br />n3 <br />ZF <br />u❑ <br />� 0 <br />Z <br />O E <br />`fl M <br />a¢ <br />a <br />wg <br />0 4 <br />wz <br />� � <br />aJ <br />L <br />�� <br />Q Z <br />3y <br />omz <br />0 <br />o0 <br />Zto <br />m <br />�o <br />aw <br />� <br />zo <br />Q U <br />Way <br />05 <br />O <br />w� <br />m <br />oz <br />r <br />J < <br />11 <br />v <br />zla <br />o 3 <br />,o <br />�C:) <br />E <br />> (� <br />O <br />v <br />a� <br />rn <br />m <br />O <br />00 <br />to L 0 <br />r <br />T <br />LO <br />m <br />LO <br />O <br />0 <br />am O <br />U') <br />N <br />Q N <br />T_ <br />ai <br />m <br />T <br />w M M (\ <br />o <br />z <br />� w ri LO <br />z <br />E r— <br />E <br />m <br />a <br />E <br />o 6 <br />v ° Q o <br />c <br />a) <br />a) <br />)OB <br />NO: 23-06120 <br />SCALE : AS NOTED <br />SHEET NO. <br />5 <br />