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e <br />e <br />e <br />ery <br />e• <br />re <br />r r re <br />°s <br />r <br />° e <br />re rer <br />. <br />r re r <br />c <br />e <br />er e e <br />re; <br />° tiro ° n v ° e <br />v <br />ro <br />v <br />er ° <br />�e <br />re °rer • re re re <br />v°:env vo env v°'e� v°:env v <br />45 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 />7 <br />1 /8" SAWCUT x 1 /4 SLAB <br />THICKNESS WHERE <br />SHOWN ON <br />FOUNDATION PLAN <br />W J <br />CONTROL JOINT DETAIL <br />z <br />Q <br />Q <br />z <br />D <br />O <br />OO <br />v/ <br />Wpm <br />J z <br />D <br />z <br />U51 O <br />1 9,_n-, <br />1,v_n" <br />3'-5" <br />5'-2" 3'-5" <br />11'-8" <br />1'-4" <br />2'-6" x 2'-6" x <br />AC PAD <br />1'-0" w/ (3) <br />L TYP. G <br />#5's E.W. <br />S3 PORCH <br />r <br />INDICAT S FILLED CELL <br />I W q <br />1 <br />w/3000 FISI CONC. GROUT <br />12- <br />1 O <br />C0 <br />CD <br />FTR. TO BEAM w/ (1) #5 _5 <br />r <br />I I I <br />REBAR VERT. ABOVE SLAB. <br />I ■ <br />U1 <br />i <br />o <br />TYPICAL @ ALL PLACES <br />1 4" 6-10" <br />5'-10" <br />00 <br />00 <br />1 <br />SHOWN. HOOKED FTG <br />1 <br />I <br />DOWELS w/ 17" EMBEDMENT <br />1 <br />w/ 25" EXT. ABOVE SLAB. <br />I 9 <br />1 <br />J—GRADE <br />I I <br />4o STEEL <br />( <br />1 <br />1 <br />I C.J. <br />HVAC CHASE <br />BASED ON <br />1,� — — — <br />3 -- — — — <br />------ <br />1 <br />■ <br />1 <br />LOCATION <br />M <br />PROVIDE 1 1/2" <br />RECESS FOR SGD <br />■ iI I <br />1 <br />1 S3 <br />REFER TO MASONSI <br />F, <br />SCOPE FOR WIDTH.1 <br />I � <br />� <br />I I <br />o <br />1 <br />1 <br />■ <br />( <br />I) <br />0 <br />1 a <br />OJ <br />• I <br />_ _�l <br />C.J. <br />If If <br />S6 <br />I <br />TYP. @ <br />f <br />o0 <br />TWO <br />I <br />STORY <br />4' 1" <br />1 T-8)/8" <br />3Y MIN. 3000psi CONC. <br />SLAB FOR HERNANDO <br />1 <br />U <br />COUNTY ONLY. 3Y2" MIN. <br />I 1 <br />1 <br />2500psi CONC. SLAB <br />I <br />X. <br />■ <br />OVER 6 MIL VISQUEEN <br />1 <br />II <br />VAPOR BARRIER <br />I <br />1 <br />1 <br />GG -yp <br />U <br />UI 1 <br />S3 <br />■ I L — <br />C.J. — <br />— <br />I1 <br />I1 <br />o <br />1 <br />1 <br />o <br />�. <br />i <br />1 <br />I <br />1 <br />CN <br />1 <br />_ <br />N <br />III <br />1 1 <br />I <br />■ III <br />� 1 <br />� <br />� <br />L_ j <br />I <br />■ <br />O <br />' <br />I 7'-3" <br />1 <br />CV <br />1 <br />LO <br />PLUMBING <br />STACK <br />1 <br />C_ <br />I <br />S3 o <br />C.J. <br />"' <br />_ <br />13'-1 cfl 3i_p — 1 <br />STUB UP <br />TO 2ND <br />FLOOR <br />1 <br />1 <br />I <br />2'-6" x 2'-6" x 1 <br />1'-0" w/ (3) 1 <br />FOR A/C <br />—J— <br />— — — — — — <br />— <br />#5's E.W. 1 <br />I I I I I I I I I I I I I 1 1 I <br />1 <br />1 <br />W <br />C <br />-3 1 /2" K— <br />S3 <br />o <br />SS <br />S3 <br />iv <br />w <br />W <br />1 <br />1 <br />17 9" 1 <br />1 <br />I <br />1 9., ■ ■ <br />■ <br />■ <br />0 <br />WUJ _ <br />O co <br />z w <br />12 311, <br />3'-11 <br />1 <br />> J co1 <br />0 Q <br />PROVIDE 1/2" X 9 <br />N <br />I <br />%■a <br />Q a <br />1/2" RECESS FOR <br />■ <br />4' 1 <br />`t <br />o0 <br />(� U Q <br />FRONT DOOR <br />�� <br />i <br />10 <br />LL U <br />I <br />W9 <br />cq <br />1 <br />TOP OF CONC./ <br />r <br />- <br />w L 1 <br />PAVER TO BE 4" <br />> W <br />■ <br />BELOW FIN. FLR. <br />■ <br />I <br />� <br />I <br />" <br />z <br />C:J. 0 <br />4l-4 <br />1'-4" <br />2'-6" x 2'-6" x <br />00 <br />1 — — <br />— — 1 <br />V-0" w/ (3) <br />TYP. @ <br />cr L <br />#5's E.W, <br />o SINGLE <br />1 <br />I <br />I <br />s3 <br />STORY <br />■ I <br />I ■ <br />TYP. @ <br />1 <br />1 <br />ENTRY <br />A <br />0 <br />S3 <br />m <br />1 <br />I <br />'- <br />I(2) <br />#5 VERTS w/in <br />(2) #5 VERTS w/inFILLED <br />?S3 <br />CELL <br />FILLEDCELLo <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 -A <br />SCALE: Y4"=1'-0" <br />c� <br />c� <br />04 <br />CPo <br />r�s.c,. r®i <br />C l6 CZ' N <br />to �� iC n ao <br />N <br />E <br />r <br />w a+ <br />5. _C2 <br />fn <br />.CD <br />�OWN <br />e°o <br />•�••CV <br />1. <br />J h -4r- <br />< <br />) tg <br />rb <br />' <br />,. <br />To the best of the Engineers 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 />N <br />W vE <br />g N 8, <br />N o <br />V w 00 C N r <br />0 <br />7�03 M <br />04 V 5225 LJi <br />Q <br />i a <br />5 W <br />J�L. LCl <br />0 _ w <br />Z m q n <br />y��o <br />toN� O <br />W C' Q1 m <br />d <br />LO cv zLL <br />ILW <br />Z N OU o <br />W ❑❑ <br />O O <br />z <br />z <br />o <br />Q <br />J <br />Cl-N <br />N <br />U <br />0 <br />v0 <br />4 <br />jr- <br />'�'C• <br />U <br />0 w o <br />V) <br />� <br />(a r— <br />U <br />LU <br />r. <br />N- J E <br />f <br />L � <br />Z• <br />U o N <br />c rn u <br /><i <br />• <br />«. <br />N m <br />ti <br />C7 <br />� <br />J <br />W <br />C`M <br /><'% <br />n ¢ <br />p SS <br />ZZ <br />Q <br />ILL <br />Q . 0 <br />� <br />2 0 <br />w <br />> N <br />Zs <br />Z ® <br />oa <br />OU <br />I— <br />— I_ <br />O <br />X U <br />aF <br />0 U <br />QQ <br />N <br />p <br />< <br />Z <br />w L <br />7, <br />O <br />Nm <br />m <br />ZLL <br />z <br />U) N <br />QW <br />1Z <br />o� <br />QK <br />Z <br />g0 <br />a <br />W <br />UA <br />o� <br />�G <br />x <br />CD <br />aF <br />e7 <br />2¢ <br />03 <br />O <br />N <br />�} <br />V <br />ui <br />m <br />m <br />L <br />00 <br />r <br />O <br />• <br />oo <br />r <br />U <br />V) <br />0 <br />o <br />� <br />0 <br />04 <br />Q <br />r <br />/� N <br />w <br />o <br />z <br />M <br />z <br />N <br />E O <br />cc <br />a <br />O <br />U a CU <br />o <br />C <br />c <br />3 <br />JOB <br />NO: 22-08307 <br />SCALE : AS NOTED <br />SHEET NO. <br />5 <br />