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3 <br />rn <br />u7 <br />u7 <br />v <br />fN <br />0 <br />r+M <br />O <br />J <br />rn <br />0 <br />1 <br />N <br />x <br />-a- <br />Q7 <br />L0 <br />v <br />v <br />GO <br />0 <br />0 <br />0 <br />J <br />L0 <br />M <br />LO <br />1 <br />Lo <br />v <br />C <br />Cr <br />L <br />a <br />N <br />O <br />N <br />O <br />v <br />c <br />J <br />y <br />r.Z <br />CL <br />iv <br />c <br />U <br />N <br />'O <br />U <br />N <br />1 <br />Y <br />C <br />0 <br />U <br />J <br />N <br />rL <br />N <br />N <br />r� <br />0 <br />a <br />cV <br />N <br />O <br />N <br />N <br />ti <br />0 <br />co <br />Cn <br />0 <br />c <br />c <br />d <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 1/8" SAWCUT x 1/4 SLAB <br />55'-10" 8'-6" UPPER 1/3 OF SLAB THICKNESS WHERE <br />OR FIBERMESH <br />s 3 5 REINF. SEE PLAN FOLIO DATTION PLAN <br />WN ON <br />5'-7$' 6'-48' 6' 0" 6' 0" 6'-0" 6'_0" 6'_0" 5'-2g' 7'-i8" <br />TYP @ 1 STORYLU <br />U.N.O. --1— if �-,-- <br />VERIFYMETER U <br />A LOCK -ION WITH 3'-0" <br />S3 BUILDER + H. B. <br />---------� <br />--- <br />—::: <br />............................� <br />—(2_)#5_REBAR <br />eo <br />Opp — <br />�— <br />19 <br />I ED <br />VERIFY LOCATION <br />I <br />0" <br />12-1 <br />\� <br />ELECTRICAL PANEL <br />VERTICALS w!__ <br />BUILDER TO PROVIDE <br />FILLED CELL I <br />0'-01, <br />:: <br />I : <br />2-6" <br />APPLIANCE PROTECT <br />ON <br />■. <br />I <br />:: <br />:: <br />I :: <br />WHEN REQUIRED PER <br />1 <br />FBC <br />35-4" <br />20'-6" <br />r <br />N <br />I M <br />K o <br />I. S3 T <br />J <br />S3 <br />CV <br />EDGE OF SLAB 2" <br />I <br />A.■ <br />I CJ <br />:: <br />C. <br />: <br />I : <br />BEYOND WALL CJ <br />z9 <br />o <br />IT <br />o) <br />— — — — <br />— — 1�---------- <br />II <br />— — <br />t , — <br />— — <br />— — — <br />1?- <br />5'-3" V-10" 3'-6" <br />unm <br />N T <br />M <br />I <br />O <br />N <br />(2) #5 REBAR <br />,.I <br />4 <br />. r�?' ...... <br />VERTICALS w/ in <br />N <br />I mPT. W 11 <br />OPT. D 1/2" <br />FILLED CELL <br />FTG <br />W/ (3) #5 E.W. <br />_ L- 1 <br />- -._ _-- --- <br />L�J ��---- <br />-3 <br />T-5" <br />SLOPE2'-6"x2'-6"X1'-0" <br />T-1" <br />(2) #5 REBAR <br />: 7 <br />I r <br />2-6" x Z-6" x 1'-0" <br />TYP @ 1 STORY <br />I I <br />iv <br />.: AHU <br />I <br />VERTICALS w/ in ( <br />W/ 3 #5'S E.W. <br />( ) <br />U.N.O. <br />V�i <br />I S3 <br />CC <br />S3 <br />FILLED CELL <br />I <br />- <br />S3 <br />CJ <br />CJ ii <br />:: <br />I <br />---) <br />T <br />_ <br />_ <br />'.'.'.'.'.'.':.' <br />_ <br />o <br />o <br />co <br />I <br />25'-10 28" <br />9�_5" <br />.'........'.'.'.'.'.'.'.'.... <br />— — — — — — — — <br />■ 4.�„ <br />v <br />z� <br />2'-6"x2'-6"X1'-0" FTG <br />- <br />3-1l2" MIN 3000 PSI CONIC.,/ <br />W/ (3) #5 E.W. m <br />I I <br />INDICATES FILLED CELL w/ 3000 PSI <br />SLAB FOR HERNANDO� <br />PROVIDE Y2" x 9 %2" 10 <br />M SLOPE <br />S3 <br />co <br />in <br />(2) #5 REBAR <br />CONC. GROUT FROM FT. TO BEAM <br />COUNTY ONLY <br />RECESS FOR FRT. OOR <br />VERTICALS w/ in <br />FILLED CELL <br />I W/ (1) #5 REBAR VERT ABOVE SLAB <br />3-1/2" MIN 2500 PS ANC <br />TOP OF CONC./ PAVER 0 BE <br />4'-0" I <br />4'-4" 4'-6" <br />TYP @ ALL PLACES SHOWN <br />( <br />SLAB OVER 6 M LVISQUEEN <br />p -0 <br />4" BELOW FIN. FLR. <br />■ ` <br />....... " ' ■ <br />■ <br />HOOKED FTG. DOWELS 5" EMBED I <br />VAPOR BAR6E'R <br />... <br />' ' <br />W/ 25" EXT. ABOVE SLAB "GRADE 40 <br />✓i <br />' <br />.............� ........... <br />ISTEEL„ <br />/ <br />-----•------I <br />0 <br />4'-0" <br />i <br />16'-10" <br />12'-10" <br />b <br />STEPS AS <br />REQUIRED <br />I <br />10'-104" <br />PER FIELD <br />CONDITIONS <br />I i <br />KITCHEN ISLAND <br />LOW WALLS <br />III I. <br />III OPT. I:: <br />.......... <br />. <br />AV-■: <br />F------ <br />------� <br />CJIII REF. I.- <br />�-CJ <br />Ca: <br />CJ�j <br />■ <br />�E <br />,/ I <br />I PROVIDE 1 Y2" RECESS,- i —iE <br />- <br />- - - - - - - -- �— - 1: L- <br />= - - _ <br />- - = _ _ _ CHASE TO ISLAND <br />- <br />- - <br />- - - - <br />- - <br />/� �� I j <br />II� ° <br />- - - <br />TYP @ 1 <br />r <br />FOR SGD. REFER TO I F <br />I r <br />:: <br />/ t <br />I <br />STORY U.N.O. <br />L <br />N <br />0o <br />S3 <br />MASON'S SLOPE FOR <br />I WIDTH <br />D.W. I III 0 II �> III I <br />• • <br />: ' '' <br />' ' ' IT i _ <br />00 <br />A N <br />1 <br />I <br />M I LL <br />` <br />— ^ — <br />___JLL-��JJ-- <br />J— <br />:: Ij <br />S3 <br />`r' <br />"' <br />i i — <br />S3 <br />— <br />SINK I DISP <br />f i co <br />31/; <br />L- — — <br />11� <br />I <br />% / 16'-0" <br />2`-94lie <br />6' 10" <br />r 11 <br />:. 1 <br />0'-0" <br />HVAC CHASE <br />■ <br />i �l� BASED ON <br />I o <br />I(i i LOCATION <br />-�__-__-__-__-__-__� <br />e- <br />_ <br />II <br />.. <br />-90" 1 3' <br />TYP @ 1 STORY <br />U.N.O. A <br />S3 <br />V <br />2'-10'�N" 1 5'-1 <br />FOUNDATION PLAN MONO - ELEV-Al. <br />CONTROL JOINT DETAIL <br />SCALE: 3/4" = V-0" <br />#5 CONTINUOUS <br />• • .• <br />REINF. SEE FND. FOR <br />_ <br />QUANTITY <br />.' <br />#5 X 25" X 25" CORNER <br />; :' <br />BAR ONE FOR EA. <br />HORIZ. REBAR, TYP. <br />U.N.O. <br />_ <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 <br />DETAIL <br />SCALE: 3/4" = V-0" <br />(D O <br /><100, <br />LU <br />N <br />N <br />0 <br />N <br />M <br />N <br />N <br />0 <br />ha' f <br />1 � , <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. Engineers signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineers signature and seal. <br />� <br />W v E <br />a s o B m f u <br />N <br />p N OD J <br />N LL <br />p m '0 J <br />N <br />5Ou'w <br />H !n N O LL a. (1 <br />tiZ <br />M cN, CD a. <br />Y <br />(0 <br />Q �LLLL a <br />Z mco' 0 <br />13 <br />CILN <br />_ v <br />:2 O ~ w <br />ii '� (V CD m Q J <br />.yM.� <br />_j <br />W a <br />Z co a <br />IL <br />ZpV v� U)i <br />W 0 <br />V M <br />0 0 <br />z 0 N <br />z a <br />Q <br />J <br />a <br />N <br />(h <br />V) z a <br />W -2 <br />a <br />U <br />0 <br />w o <br />N c w <br />U <br />W J <br />F- - E <br />= t N <br />U o y <br />L <br />t <br />� <br />O <br />CD <br />w <br />Mzo <br />U <br />E <br />wO <br />w Z <br />YN <br />¢ N <br />zO <br />oa <br />V <br />c @ <br />XOca <br />OQ <br />00 <br />Oix <br />CDQz <br />N <br />i <br />,0 <br />ao <br />dz <br />a? <br />rU <br />C <br />z2Z2 <br />pY <br />m0 <br />0 <br />Oz <br />z <br />Yaw <br />0 <br />�z <br />Z <br />�° <br />U <br />� <br />Q <br />Q <br />w <br />a <br />N_ F <br />W <br />U <br />a� <br />< <br />=3 <br />H <br />o <br />w�° <br />IIIIIIIIIIII� <br />m <br />v <br />z¢ <br />1 <br />°� <br />O <br />I..V <br />L / <br />L' n <br />l` <br />cc <br />/ <br />^� <br />� <br />M <br />co <br />L <br />j O <br />O <br />O <br />Y <br />W <br />m <br />,— <br /><I <br />}+ <br />v i <br />N <br />o <br />O <br />04 <br />M <br />O <br />LO <br />r <br />N <br />r <br />N <br />E <br />+� <br />c <br />O <br />Z <br />cc <br />Z <br />iri <br />E O v <br />m <br />a- <br />E <br />v _j Q o@ <br />JOB <br />NO: 22-02395 <br />SCALE : AS NOTED <br />SHEET NO. <br />6 <br />FT- <br />