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3 <br />Q <br />Lo <br />t` <br />r0 <br />CV <br />L0 <br />L <br />0 <br />Q <br />0 <br />O <br />J <br />N <br />t0 <br />O <br />I <br />rn <br />L0 <br />N <br />LO <br />LO <br />0 <br />N <br />0 <br />J <br />N <br />C) <br />0 <br />t <br />LM.t <br />cV <br />L0 <br />O <br />LO <br />0 <br />0 <br />rn <br />c <br />a <br />M <br />CV <br />O <br />n. <br />E <br />E <br />0 <br />0 <br />0 <br />0 <br />[7 <br />N <br />O <br />LCi <br />L\ <br />0 <br />0 <br />d <br />M <br />O <br />t2 <br />LC <br />5i <br />0 <br />d <br />0 <br />Q <br />m <br />V) <br />c <br />c <br />a <br />YP@2 J <br />STORY S6 <br />H.B.t <br />■ : • . . . . . . . . • • . . . • • . . . • . . . • •: . . . . • . . . . . . . . . . . . . • . . . . .•. . . ■ <br />CPA <br />AC PAD <br />---------- --- — <br />`� — —,.---------- <br />"tS35' <br />- <br />4"v 16-3" <br />TYP @ 2 STORY <br />� <br />T <br />HVAC CHASE :: <br />BASED ON �0-0 <br />LOCATION <br />J <br />S6 <br />■ ;� oil I I I I I I I <br />INDICATES FILLED CELL w/ 3000 I <br />I <br />PSI CONC. GROUT FROM FT. TO <br />CO <br />���\,\ I I BEAM W/ (1) #5 REBAR VERT I <br />\ ABOVE SLAB TYP @ ALL PLACES <br />iv <br />r <br />`� +� SHOWN HOOKED FTG. DOWELS 5" <br />■' I <br />19\\ \ I I 5-41s:, t I I <br />EMBED W/ 25" EXT. ABOVE SLAB <br />f 1J t "GRADE 40 STEEL" <br />N <br />CO <br />v <br />CJ r ICJ L Jt a C J <br />� I ������ }I � <br />GG ��'� <br />-� I PLUMBING LINE <br />S3 <br />o <br />I (STUB UP TO _ 1 <br />TO SECOND I <br />' FLOOR -74, <br />N <br />' 2ND FLOOR -9" -0" <br />■ i I I FOR A/C ..: <br />• <br />_ — <br />2' -6" x 2'-6" x 1'-0" <br />I� <br />■ <br />fAv <br />W/ (3) #5'S E.W. <br />r� <br />17'-14" I <br />TOP OF CONC.I PAVER TO BE 4" <br />■ ' O 0'-0" <br />G 0 <br />TYP @ 2 J <br />BELOW FIN. FLR. <br />I PROVIDE %2' x 9 %2" <br />SLOPE <br />4.. <br />2'-6" x 2'-6" x V-0" <br />N <br />STORY S6 <br />I RECESS FOR FRT. DOOR <br />W/ (3) #5'S E.W. <br />■: i�q�:ICJ ( I--------I---------I <br />(2) #5 REBAR <br />_ / BUILDER TO PROVIDE CC VERTICALS w/ in I <br />I <br />N <br />r'14 <br />N <br />3-1/2" MIN 3000 PSI CONC. APPLIANCE PROTECTION S3 FILLED CELL <br />o <br />1/8`1'-0" <br />ESLOPE <br />PROVIDE 1 %" SLAB FOR HERNANDO I ' ` WHEN REQUIRED PER FBC 2 STORY <br />Eo <br />N <br />I 94 <br />I RECESS FOR COUNTY ONLY I I <br />'n <br />SGD. REFER TO 3-1/2" MIN 2500 PSI CONC <br />L <br />I MASON'S SLOPE SLAB OVER 6 MIL I I <br />S3 <br />L_ <br />FOR WIDTH VISQUEEN VAPOR <br />I <br />— — <br />BARRIER I I <br />■ I EDGE OF SLAB 2" <br />CHASE <br />: I CH I I BEYOND WALL <br />KITCHEN ISLANDI TO <br />ISLAND I SLOPE <br />LOW WALLS I <br />4'-0" <br />— ------ <br />----ram <br />_ _ _ _ _ _ <br />I�----- ----- CJ I <br />T I <br />co <br />0 <br />p II 11 --CJ <br />■.� I-�j I <br />= 4,. <br />00 <br />rT11 <br />Ilr N �----I J <br />q <br />0 <br />��IIc -------� <br />IILkJII- I S3 <br />M <br />Il f- III 3: <br />II L L JII I`0'-0" <br />L=-J�" I I-3 1 /2" I <br />` o <br />■ I 6'-0" 5, ., <br />CC (2) #5 REBAR <br />T S3 VERTICALS w/ in <br />_ _ FILLED CELL <br />iD <br />10 <br />2 STORY VERIFY LOCATION <br />t-- I— J.--j _ L--ftEG'fl�IG'FttPfttdEI7----------J <br />N <br />6'-4" <br />J <br />S6 <br />TYP @ 2 STORY <br />s <br />IFY METER LOCATION <br />­1 BUILDER <br />ri <br />15'-0" <br />H.B. <br />3'-0" <br />FOUNDATION PLAN - ELEV-Al <br />SCALE: %4"=1'-0" <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 />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 />z <br />w ¢ <br />co <br />CONTROL JOINT DETAIL <br />SCALE: 3/4" = V-0" <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. 0. <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 />SCALE: 3/4" = V-0" <br />a� <br />LLB <br />t� <br />C. <br />tj CID <br />«' m X <br />Cc <br />N s <br />® Cc <br />N y <br />cn-s <br />� c <br />� 3 � <br />u a <br />c <br />is b <br />0 <br />i <br />R, 0�'� <br />iW <br />E �. Loci <br />�` � <br />r, <br />Cg <br />LU <br />", ice• _ � `�� <br />'.� <br />�' <br />F' <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 <br />7th Edition. Engineers signature and seal is only for <br />the structural <br />engineering portions of the drawing pages bearing <br />Engineer's <br />signature and seal. <br />W <br />�f <br />H <br />♦� <br />U)uL <br />E o <br />o roN <br />N o <br />S N n <br />co <br />R <br />H <br />cnrL11 rlL� °' <br />*k <br />7 <br />f-i' ;lit <br />/N <br />�i <br />lJi <br />M 'Ct 25 <br />C LL 2 LL w <br />@ <br />x- <br />teeA'` <br />lrts-;i5 1' <br />� 5 a <br />J w <br />EL Y <br />.c m o g) <br />�• <br />-WW0 <br />W <br />O <br />�y <br />��°'°' m w <br />Z <br />LL <br />L00 N Z Q <br />M <br />�p <br />V <br />N <br />Q <br />O U ¢ U <br />" W <br />o❑ <br />al <br />z N <br />00 <br />z <br />z o <br />¢ s. <br />J <br />N <br />N <br />z <br />� <br />� o <br />a--= <br />I"a <br />C3 <br />v, <br />LJJ <br />—� <br />O <br />t/1 <br />LLI o <br />c <br />i;n..,. Gi•,i, <br />t <br />C) o °� ct, <br />¢ 0 <br />N <br />o <br />Co <br />Jz <br />00 <br />w <br />Z <br />a <br />L <br />E <br />o_ p <br />co <br />2 0 <br />:,ao <br />sF <br />a <br />zo <br />CL <br />¢ <br />00 <br />o E <br />B <br />o< <br />coo <br />wZ <br />❑ <br />�0, <br />m g <br />0 <br />J <br />�w <br />8 <br />1 ar <br />gg <br />< z <br />= <br />Q U o <br />W <br />T <br />m <br />O Q� <br />wLL <br />& <br />aw <br />N <br />Jw <br />v <br />oIQ <br />a <br />o <br />3 <br />2 p <br />J <br />LO <br />L0 <br />rn <br />E <br />Q <br />C13 <br />CD <br />� 04 <br />_ <br />co <br />0 <br />� <br />Y <br />o <br />N <br />�1 m <br />co <br />L <br />T <br />♦� <br />O <br />m <br />U) <br />U-) <br />-0N <br />.0 <br />M <br />O <br />CD <br />M <br />LO <br />n <br />CV <br />Q <br />LO <br />r <br />w <br />T— <br />CO r <br />N LO <br />o <br />Z <br />Z <br />E Q <br />N <br />@ <br />a <br />E <br />U _j <br />Q p <br />c <br />JOB <br />NO: <br />23-06127 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />6 <br />