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#5 CONTINUOUS <br />REINF. SEE FND. FOR <br />QUANTITY <br />v �v <br />#5 X 25" X 25" CORNER <br />' <br />BAR ONE FOR EA. <br />' <br />° <br />HORIZ. REBAR, TYP. <br />b. <br />I ., ° <br />U.N.O. <br />,- ° <br />"Alternate: <br />p p ; • <br />p p � p . � p n °. p 4 p� <br />Th e reinf. bars shall be <br />cont. around corner by cold <br />bending the bar w/ min. <br />bar lap of 25". <br />TYP. <br />CORNER BAR DETA1--L <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 />W <br />LU <br />C/3 Cl- <br />CONTROL JOINT DETAIL <br />O� <br />z <br />3O <br />C <br />a <br />1'.n" <br />T-5" 5'-2" 3'-5" <br />2'-6" x 2'-6" x <br />1'-0" w/ (3) <br />#5's E.W. <br />TYP. @ L <br />AC PAD <br />PORCH S3 <br />W o <br />L I INDICATES FILLED CL <br />p T <br />I w/3000 PSI CONC. GTOUT I I <br />-' 00 <br />T <br />FROM FTR. TO BEAM W/ (1) #5 <br />q <br />I <br />IU <br />■ <br />I REBAR VERT, ABOV SLAB. I I I <br />F <br />ao <br />5'-'1 <br />6 -10 4" <br />I TYPICAL @ ALL PLA ES <br />SHOWN. HOOKED F1 G <br />DOWELS w/ 17" EMBEDMENT I I <br />w/ 25" EXT. ABOVE S B. <br />I <br />GRADE 40 STEEL <br />C.J. <br />00 <br />I <br />r <br />HVAC CHASE <br />o0 <br />■ <br />I------ <br />— — — --- BASED ON III <br />PROVIDE 1 1/2" <br />(RECESS FOR SGD <br />M <br />LOCATION <br />o <br />I REFER TO MASONS <br />S3 <br />I <br />I <br />Fo <br />SCOPE FOR WIDTH. <br />C? <br />IcoI I <br />■ <br />■ <br />I <br />a <br />FolI <br />I <br />I <br />C.J. <br />■ <br />T II <br />TYP. @ <br />TWO <br />°° <br />3y" MIN. 3000psi CONC. <br />3'8Ya' I 4'-1" i <br />STORY <br />10 <br />SLAB FOR HERNANDO <br />I I <br />COUNTY ONLY. 3Y2' MIN <br />d <br />■ <br />I <br />2500psi CONC. SLAB <br />OVER 6 MIL VISQUEEN <br />III <br />■ <br />VAPOR BARRIER <br />I <br />— <br />1 <br />I <br />I — <br />IU <br />U <br />TYP GG <br />I <br />S3 <br />C.J. <br />— <br />■ <br />I <br />II <br />N <br />� <br />In <br />I I i I I <br />o <br />I I <br />I <br />I I I <br />■ <br />`° <br />o I <br />7'-3" <br />O <br />l>7 <br />■ <br />PLUMBING <br />GG I <br />STACK <br />C.J. <br />_ S3 <br />2'-6" x 2'-6" x <br />3'-0" <br />_ <br />13'-1" <br />rn <br />1'-0" w/ (3) <br />STUB UP <br />#5's E.W. <br />I <br />TO 2ND <br />I <br />FLOOR <br />— <br />FOR A/C <br />o <br />"VK <br />I <br />---� — <br />31 /2" <br />C 01 <br />S3 <br />S3 <br />►W-� <br />I <br />I <br />W z <br />- <br />q <br />■ ■ ■ ■ 9" <br />17 9" 1 <br />2 O <br />io <br />w <br />J I <br />�-Qo <br />Vp <br />I PROVIDE 112" X 9 <br />O Z ( <br />W <br />> <br />.5 co¢ <br />■ <br />1/2" RECESS FOR <br />CL <br />J a■ <br />op <br />FRONT DOOR <br />p Q <br />in <br />v <br />I <br />a o <br />TOP OF CONC./ PAVER TO <br />i <br />O-. M I <br />BE 4" BELOW FIN. FLR. <br />I <br />_ _ I <br />>W I <br />■ <br />■ <br />2'-6" <br />x 2'-6' x <br />1 4 <br />4 4 <br />CD CN C.J. <br />1'-0" <br />w/ (3) <br />oo <br />— — <br />#5's <br />E.W. <br />L d• <br />S310 <br />TYP. @ ■ I <br />I <br />■ <br />ENTRY <br />W <br />I <br />o <br />I <br />A <br />TYP. @ <br />SINGLE <br />o i <br />J <br />I i <br />STORY <br />(2) #5 VERTS w/in S3 <br />(2) #5 VERTS w/in I <br />HB <br />FILLED CELL <br />FILLED CELL <br />--- ------ <br />---------- <br />q <br />M <br />■NJ■ <br />■ <br />16'-0" <br />19'-4" <br />5'-8" <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 — ELEV—A <br />SCALE: Y4"=1'-0" <br />on <br />C%i <br />N <br />tV <br />1 •a <br />dLU <br />Q <br />C W <br />X <br />moo <br />a F, <br />ci _o <br />C LL d <br />N <br />N -C7 N t <br />EC <br />C <br />G <br />� r� cc <br />v <br />3 3 cc <br />C G <br />C4 <br />O <br />N <br />N <br />o <br />-: <br />To the best of the Engineer's knowledge, information and belief, <br />the structural <br />plans and specifications contained within these <br />drawings comply with the 2020 Florida Building Code - <br />Residential <br />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 />W 'It <br />a 8 <br />N o <br />0 a N <br />i4J <br />N 0 <br />� 22zSS # li <br />a C J 5 LL w <br />(' JU_LL 5 a <br />LU <br />° <br />Z cc °' ai <br />y mo 0 <br />N <br />Wf0 <br />5 <br />C/5 cp m <br />w <br />N lh Z Q <br />ZN O U U O <br />W ❑ ❑ <br />U c <br />z N (h <br />z � g <br />z � a <br />Q <br />E3 <br />M <br />N^ z <br />W CD o <br />t'>3 LL" m <br />jr <br />0 w s <br />N <br />, <br />v ' U) <br />Ul :D <br />U <br />W <br />J <br />zz <br />t <br />In 0 <br />Q N O. <br />o <br />w <br />CC" <br />J <br />< <br />� <br />Z <br />Z <br />Q <br />� <br />L. _ <br />tom. �,� <br />2 0 <br />» N <br />ca VI <br />WZ <br />z <br />oa <br />20 <br />00 <br />°z <br />I <br />=' �S <br />�a <br />a� <br />wg <br />wz <br />O <br />O U <br />3` <br />a� <br />z <br />_ <br />m <br />2 <br />F <br />Q W <br />Q� <br />o <br />�z <br />Z <br />go <br />c`�n <br />m <br />wLL <br />Q 0 <br />aw <br />z <br />MI5 <br />v <br />zl< <br />o <br />0 <br />c C: <br />0 <br />> CM <br />rn <br />m <br />O <br />N <br />co LO <br />� <br />N 0 <br />.-. <br />Cr <br />N <br />U) m �, <br />N <br />LO <br />O <br />Lj- <br />d' <br />0 � <br />O <br />M <br />m04 <br />Lo <br />N <br />Q M 04 <br />r\ T <br />w CO N <br />o <br />E <br />E N <br />Z <br />Z <br />C <br />E ' — N <br />u <br />co <br />cc <br />0- <br />cc <br />U J Q Q <br />0 <br />J <br />JOB <br />NO: 23-04651 <br />SCALE : AS NOTED <br />SHEET NO. <br />5 <br />