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p. 0 jp yp� q <br />@- <br />" p <br />qp r1 pat � <br />rl <br />b, ° 'p <br />i`j '14 <br />a <br />v @ @ @ I a <br />e . <br />Ivv� v•vvopev•vq�°:�vq�p:v°vv�p:lv•vvm <br />-#5 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 by cold <br />bending the bar w/ min. <br />bar lap of 25". <br />TYP. CORNER BAR DETAIL <br />WWF PLACED IN <br />UPPER 1/3 OF SLAB <br />OR FIBERMESH <br />REINF. SEE PLAN. <br />1 /8" SAWCUT x 1 /4 SLAB <br />THICKNESS WHERE <br />SHOWN ON <br />FOUNDATION PLAN <br />CONTROL JOINT DETAIL <br />b <br />d <br />1 i--n" <br />1 9,-n„ <br />11'-8" <br />T-5" 5'-2" <br />T-5" <br />2'-6" x 2'-6" x <br />1'-O" w/ (3) <br />#5's E.W. <br />TYP. @ L <br />AC PAD <br />PORCH S3 <br />w----------- <br />INDICATES FILLED CELL <br />a T <br />60 <br />1 w/3000 PSI CONC. GROUT <br />I <br />1 <br />J <br />fn <br />FROM FTR. TO BEAM w/ (1) #5 <br />I <br />0 <br />IU <br />■ <br />REBAR VERT. ABOSLAB, <br />I I <br />00 <br />5' <br />TYPICAL @ ALL PLIES <br />i0 <br />SHOWN. HOOKED F G <br />1 <br />_ <br />DOWELS w/ 17" EMB -DM ENT <br />i <br />I <br />q <br />w/ 25" EXT. ABOVE S B. <br />I <br />GRADE 40 STEEL <br />C.J. I I <br />�— <br />I <br />HVAC CHASE <br />00 <br />■ <br />(PROVIDE <br />3'-1" BASED ON <br />I <br />1 1/2" <br />(RECESS FOR SGD <br />M <br />LOCATION <br />1 <br />(REFER TO MASONS <br />( <br />I <br />■ <br />c(i <br />(SCOPE FOR WIDTH. <br />o? <br />I I <br />� <br />III <br />■ <br />I <br />I <br />I <br />a <br />I <br />C.J. <br />F <br />I <br />II <br />■ <br />I <br />I <br />TYP. @ <br />I <br />TWO <br />3Y2' MIN. 3000psi CONC.) <br />T-8Y$" I <br />4'-1" <br />STORY <br />`r' <br />SLAB FOR HERNANDO <br />I I <br />COUNTY ONLY. 3Y2' MIN <br />�e j <br />■ <br />I <br />I <br />2500psi CONC. SLAB <br />OVER 6 MIL VISQUEEN <br />III <br />■ <br />VAPOR BARRIER --/ <br />1 <br />TYP GG <br />S3 <br />— <br />— _ C.J. <br />— <br />I <br />■ <br />I <br />O <br />I I <br />II <br />o <br />CV <br />I <br />� <br />`ID <br />I <br />I <br />I I <br />I <br />III <br />I III <br />■ <br />iv <br />■ <br />1 <br />- <br />9 I-- —� <br />I <br />7'-3" <br />' <br />9 <br />I I <br />■ <br />PLUMBING <br />GG <br />I <br />STACK <br />C.J. <br />_ S3 <br />`r <br />_ <br />2'-6" x 2'-6" x <br />— 3'-0" — <br />_ <br />LO <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 1 1 1 1 1 1 1 1 1 1 1 1 r 1 1 <br />K 3 1/2" C <br />S3 <br />S3 <br />w <br />I <br />Wz <br />■ <br />■ ■ ■ 9„ <br />17. 9„ <br />I <br />2 O w <br />n <br />qv <br />I <br />Z <br />�Qo <br />W <br />11'-6" <br />T-11" <br />I PROVIDE 1/2Q <br />O z <br />> O m <br />■ <br />4" <br />1/2" RECESS FOR <br />FRONT DOOR <br />pJ � <br />Q <br />■ <br />o? <br />d <br />1 <br />a <br />TOP OF CONC./ PAVER TO <br />O- m I <br />BE 4" BELOW FIN. FLR. <br />W I <br />M <br />>W <br />`-' <br />I <br />2'-6" <br />x 2'-6,. x <br />F1'-4"' <br />4'-4" <br />C.J. <br />— <br />— <br />eo <br />#5's <br />E.W. <br />L <br />S3 <br />I <br />i <br />o <br />I <br />in <br />TYP. @ ■ I <br />I <br />■ <br />'- <br />ENTRY <br />w <br />I <br />o <br />I <br />A <br />� I <br />S3 <br />TYP. @ <br />SINGLE <br />o I <br />J I <br />I <br />STORY <br />o <br />1 <br />(2) #5 VERTS w/in <br />S3 (2) #5 VERTS w/in <br />I <br />HB <br />FILLED CELL <br />FILLED CELL <br />M <br />■ 191 <br />Jim <br />■ <br />16'-0" <br />1'-8" <br />19, 4" <br />5'-8" <br />z <br />O <br />Q <br />0 <br />z <br />D <br />O <br />U- <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-13 <br />SCALE: Y4"=1'-0" <br />0 <br />9� <br />c: <br />Cj o M <br />A C.) N <br />r = LL Gt <br />c6 O a- <br />CnN L <br />N <br />4 N Y <br />d <br />y E- <br />L <br />IS c � <br />� o <br />G8 <br />-. <br />J�z4NN <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 <br />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 />N <br />Wp <br />E <br />O <br />s <br />O <br />O N O <br />CM h <br />y 00 N N <br />CO <br />-, <br />CN C <br />�m7 <br />>3 <br />J L 5 z C - <br />JL�0 <br />a <br />�q� 0- <br />1 W <br />r mo z <br />@ N C O i <br />o <br />in�4iO' m <br />Z <br />IL <br />co 0 <br />MZ Q r <br />Z <br />N OU o <br />..:. <br />❑ E3 <br />M <br />z � o <br />o <br />z <br />z o <br />Q <br />a <br />ti <br />N <br />z ca <br />4-1 <br />Cn <br />W N <br />� <br />V <br />O <br />Ul <br />�c/) <br />w o <br />Wy N <br />f� <br />U <br />LJ J <br />r-- _ E <br />I <br />z� <br />L U <br />_ (v <br />L✓ N <br />J. <br />N <br />14 <br />O <br />W <br />co <br />M <br />J <br />m <br />p <br />z <br />Z <br />¢ <br />__j <br />I.l- <br />caE <br />z o <br />—0¢ <br />> N <br />Z a <br />o O <br />E v <br />�� <br />Z® <br />as <br />F— <br />x" <br />00 <br />U <br />o E <br />� <br />�¢ <br />�a <br />< <br />Sz <br />a <br /><o <br />�w <br />7 L <br />G/� C: <br />a <br />O <br />Z <br />U <br />W 0 <br />.0 <br />Z <br />m q <br />J <br />Jm <br />F <br />¢ W <br />�z <br />a <br />go <br />cn <br />8 <br />wLL <br />ao <br />az <br />00 <br />oz <br />- <br />3 <br />� <br />Uj <br />0 0 <br />o� <br />o� <br />c O <br />0 <br />L <br />> Cv) <br />4i <br />m <br />m <br />CO <br />0 <br />N <br />LO <br />CL <br />U) m <br />N <br />}+ <br />I0 <br />U ce) <br />O <br />co <br />o <br />N <br />Q <br />0") N <br />T <br />m <br />a <br />Z <br />z <br />E O <br />vi r- <br />@ <br />a <br />E <br />0 <br />ai <br />¢ o <br />JOB <br />NO: <br />23-00510 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />5 <br />