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I r � 1 r!'IF lae: ■1FA N 1 11 _ L—. a 1 1 _ ! . I __ li I --- —1 1 __ PMI _ 131 ' <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 />U <br />CONTROL JOINT DETAIL <br />SCALE: 3/4" = V-0" <br />#5 CONTINUOUS <br />REINF. SEE FND. FOR <br />QUANTITY <br />C' <br />' <br />#5 X 25" X 25" CORNER <br />BAR ONE FOR EA. <br />F­Vv <br />HORIZ. REBAR, TYP. <br />U.N.O. <br />**Alternate: <br />'1 <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-O" <br />O <br />r <br />PLUMBING LINE TO <br />SECOND FLOOR <br />I <br />0 <br />F_ <br />v <br />Cn <br />0 <br />Zh <br />W <br />60 <br />2'-0" x 2'-O" x V-0" <br />W/ (3) #5's E.W. <br />J <br />TYP. @ <br />2 STORY <br />10'41 <br />1'-4" <br />7'-4" <br />L <br />1'-4" <br />25'-0" <br />2'-O" x 2'-0" x 1'4' <br />W/ (3) #5's E.W. <br />S3 <br />13'-4" <br />q <br />T <br />2'-0" I - 11'-4': 6'-8" -A"! T-10" 5'-2„ 4'-8), o <br />0� <br />I M j �PA <br />• • • all Ia 11 a I f^ ALT ^1 <br />II II <br />- - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - I I I AC PAD <br />PROVIDE 1-1/2" RECESS 3 TYP. @ nl I l 11 <br />F R SG DOOR. REFER S6 2 STORY HVAC CHASE Ilfl L===== <br />BASED ON <br />TO MASON'S SCOPE Ill <br />F R WIDTH I LOCATION—� , II <br />1 11, 1 <br />II I o <br />CDINDICATES FILLED CELL j j i+) <br />r I W/3000 PSI CONC. GROUT I I <br />r FROM FTR. TO BEAM W/ 1#5 <br />C.J. _ _ REBAR_VERT. ABOVE SLAB. �L <br />TYPICAL @ALL PLACES I I <br />SHOWN HOOKED FTG. <br />DOWELS 17" EMBEDMENT 1 <br />- - W/ 25" EXT. ABOVE SLAB I <br />III "GRADE 40 STEEL" j <br />III I I I <br />L—_JI I II <br />tl III I I ( <br />v' El 1 1 <br />� II II <br />x II I 11 <br />3Y" MIN. 3000 PSI CONC. SLAB I co `1 <br />FOR HERNANDO COUNTY ONLY CO M <br />I 3Y2" MIN. 2500 PSI CONC. �(AB OVER I <br />6 MIL VISQUEEN VAPOR BARRIER <br />C.J. _ I <br />-3" I 15'-4" i i • <br />n <br />�- i 1 — <br />• CONC.FIN AB / <br />�� a �0 , 0 <br />1 1 1 <br />1 1 1 — <br />1 <br />rmunu�w, �'-�-�=_=w�+rnunun��n+un��wnwr= = �1��►U��� <br />M <br />C <br />DOWN <br />tjI <br />I <br />M 1T-1 S3 <br />MIN. <br />101 <br />K _ 1 <br />0 <br />S3 I <br />(BUILDER TO PROVIDE <br />I <br />L" <br />IAPPLIANCE PROTECTION <br />I <br />WHEN REQUIRED PER FBC 1� 00 <br />I 9'-4" <br />9'-4" I <br />C.J. <br />—+- - - - —1— - —_ <br />- - -� • <br />I o <br />I N <br />I <br />�- <br />o <br />A I <br />I <br />I <br />0 OZ <br />- <br />O <br />&D <br />g3 <br />b @ I I <br />- Tarp I <br />I <br />2'-6"x2'-6"x1'-0"I <br />I`_ <br />1 O <br />LO <br />r SINGLE I <br />W/ (3) #5 E.W. <br />`N u_ <br />STORY I <br />rJ <br />Z <br />� <br />1 (2) #5 VERTI ALS <br />O H <br />00 <br />I W/IN FILLED ELL <br />3 <br />I <br />c~n <br />I <br />A I <br />u- <br />o <br />H B S3 I <br />S3 <br />10 <br />o L - — — — — — — — — — — — — — — — — — — <br />M <br />-----— — J <br />16'-8" <br />18'-8" <br />25-0" <br />6'-4" <br />I <br />• • <br />�I <br />3EC SS FOR FRT. DOOR <br />:IRO IDE 1/2" x 91/2" I <br />- I <br />d' I <br />�* -4" I <br />I <br />O 00 2". <br />r <br />v <br />W <br />6'-4" <br />v 00 <br />TYP. @ ;n <br />2 STORY <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 />O <br />A <br />-TOP OF CONC./ <br />PAVER TO BE 4" <br />BELOW FIN. FLR. <br />L <br />S3 a, <br />TYP. @ <br />ENTRY <br />p z <br />0 <br />) <br />10 <br />3'-0"x5'-0"x1'-0" <br />W/ #5 @ 8" O.0 <br />E.W. <br />FOUNDATION PLAN — ELEV—A <br />SCALE: A"=V-0" <br />0 ti O <br />am X <br />(6LLa <br />L <br />�- : N � <br />O <br />+r (D <br />Q O 4 ;5 <br />U C' <br />3 �> <br />- C)r 11 C <br />s C6 0 O <br />inrt J = <br />-L J W <br />�1A <br />cv <br />Ce <br />11t <br />7,64 <br />`V <br />'�e,,lilt <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 />H <br />o Eco <br />Q O M N ti <br />O N J <br />N LL <br />� �O) 0 J <br />Q =' LI <br />7 O N it tL <br />Qy Lu <br />Y� <br />M 7 a13 <br />i <br />oLLLL 0- L'.S <br />Wo <br />Z <br />- Co <br />-F, c�, co LE 0 _1 <br />W ��d ¢ c <br />_0_.,(L�: <br />Z xcn0 <br />Z N NIL <br />CI' 00 U) <br />Z ❑D❑ <br />Z N cn <br />— o <br />Z � N <br />Z � <br />Q <br />N <br />V, z <br />a--+ <br />LU <br />� <br />U <br />0 w g <br />lei L—_-' <br />U <br />LLJ <br />U O <br />Q Y <br />• <br />N 01 <br />o <br />w <br />M <br />g <br />Z <br />Z <br />a <br />U_ <br />E <br />zo <br />y <br />a O <br />U <br />wo <br />z® <br />od <br />� O <br />U <br />o O <br />Z <br />o <br />N <br />a� <br />¢0 <br />o <br />ao <br />wz <br />¢ <br />>_ <br />ro <br />c <br />" S _ <br />a <br />Z U <br />m� <br />0 <br />o� <br />z <br />z <br />aj <br />m <br />< w <br />> <br />Z <br />n O <br />CL <br />LL <br />�w <br />Wo <br />U <br />& <br />� <br />w <br />w <br />3 <br />=� <br />o <br />Yo <br />CID <br />a <br />2p <br />J <br />Lo <br />o <br />c� <br />CO It <br />io <br />Q <br />T <br />T <br />av) <br />/^ U <br />o <br />(� <br />� <br />O <br />� <br />CV <br />O <br />LO <br />r <br />Q cV <br />r <br />ui <br />m <br />T <br />C`V <br />o <br />z <br />z <br />(V <br />E N a <br />cc <br />m <br />E v m <br />o <br />U _j Q 0 <br />JOB <br />NO: 22-02373 <br />SCALE : AS NOTED <br />SHEET NO. <br />5 <br />