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OW <br />• ; ` <br />�r <br />#5 CONTINUOUS <br />WWF PLACED IN 1/8" SAWCUT x 1/4 SLAB <br />•,• <br />. •,.' <br />• <br />REINF. SEE FND. FOR <br />UPPER 1/3 OF SLAB THICKNESS WHERE <br />�.; <br />QUANTITY <br />OR FIBERMESH SHOWN ON <br />;; :,;� <br />.-. �' <br />; <br />.r <br />#5 X X CORNER <br />REINF. SEE PLAN. FOUNDATION PLAN <br />�'• ' ' ' �' ' <br />ON <br />BAR ONE FOOR EA. <br />_ <br />•. ' <br />HORIZ. REBAR, TYP. <br />U. <br />w <br />U.N.O. <br />LU <br />GO <br />"Alternate: <br />°� <br />The reinf. bars shall be <br />:Y • • �: • • :r • �: • • :; . • :r <br />cont. around corner by cold <br />bending the bar w/ min. <br />bar lap of 25". <br />T <br />CONTROL JOINT DETAIL <br />TYP. CORNER BAR DETAIL <br />- <br />0 <br />SCALE: 3/4 = 1'-0" <br />FAAD� <br />SCALE: 3/4" = 1'-0" <br />I ALT II <br />AC PAD I I <br />N <br />0 <br />LO <br />60 <br />o_ <br />M <br />O <br />r <br />M <br />41 <br />S6 <br />00 <br />;n <br />TYP. @ <br />2 STORY <br />TOP OF CONC.I <br />PAVER TO BE 4" <br />BELOW FIN. FLR. <br />co L <br />a, S3 <br />TYP. @ <br />z ENTRY <br />-O <br />O It:n <br />O N <br />LL <br />z DC-'X <br />O <br />I- <br />0 O U) 3'-0"x5'-0"x1'-0"- <br />'- t" W/ #5 @ 8" O.C. <br />E.W. <br />25'-0" <br />13'-4" <br />2'-0" x 2'-0" x 1'-0" <br />W/ (3) #5's E.W. <br />5'-2" 3'-10" <br />10'-" 0 <br />7-4- <br />L <br />-4„ <br />33 <br />• i l •i in I• <br />11 <br />• <br />Illy--------------- -- —-------- <br />J <br />II`11 S6 <br />--- <br />PROVIDE 1-1/2" <br />---- <br />RECES <br />HVAC CHASE STORY <br />FOR SGD DOOR. <br />REFE <br />. LOCATION Illll BASED ON <br />TO MASON'S SCOPE <br />__ I I <br />FOR WIDTH <br />I II <br />I ll <br />o <br />11 INDICATES FILLED CELL <br />= <br />1 1 W/3000 PSI CONC. GROUT I <br />'T <br />Illl FROM FTR. TO BEAM <br />11 W/ 1#5 REBAR_VERT. _ <br />_ C.J. <br />1 I ABOVE SLAB. TYPICAL <br />I 1111 @ ALL PLACES SHOWN l <br />I (HOOKED FTG. DOWELS 17" <br />I 1'EMBEDMENT W/ 25" <br />I II4XT. ABOVE SLAB "GRADE 40 <br />1 1I of <br />STEEL" I <br />I II I <br />11 <br />• I 1 1 <br />I <br />Io <br />F <br />II I <br />II x <br />13Y" MIN)000 PSI CONC. SLAB <br />III <br />FOR HERNANDO COUNTY ONLY <br />13Y" MIN. ��00 PSI CONC. SLAB OVER I <br />to <br />16 MIL VISQVEEN VAPOR BARRIER <br />I I <br />ll <br />C.J. - <br />- <br />• I II 1504" <br />5'-3" <br />S <br />■ <br />,4„ <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />1'-8" <br />\ 1 1 <br />CONC. SLAB <br />0WAN <br />►♦ �♦ <br />1 1 1 1 1 1 <br />1 <br />W.1^C YNN <br />-Y,:f�YfHHJiHHHHHHHHH'HH11:�� is'�•� IiHHHHHHHHHHHHHHHHHHI <br />DOWN 0 80 <br />• 1 ® 1 <br />j I RECESS FOR FRT. <br />I I PROVIDE 1/2" x 911 <br />I � <br />1 -4" <br />I , <br />1 00 <br />1'a4" <br />i1c- T <br />I S3 I 31-0" <br />BUILDER TO PROVID� <br />w APPLIANCE PROTECTIO <br />I O I WHEN REQUIRED PER FBC <br />I N I <br />9,_4„ 9,-4n <br />• —t- - - --I-- - C.J. - - -+— <br />1 o I <br />I N I <br />I I <br />I I <br />12'-6"x2'-6"x1'-0' I j <br />W/ (3) #5 E.W. <br />� (2) # VERTICALS �l <br />W/IN FILLED CELL I � <br />I —+— <br />I I <br />I A J I <br />S3 I S3 <br />L— _...----- ------�------------- J <br />• <br />it-OIL16'-8" '-0' <br />6'-4" 18'-8" <br />25'-0" <br />2'-0" x 2'-0" x V-0" <br />W/ (3) #5's E.W. <br />J <br />TYP. @ <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 />g <br />0 <br />r; <br />I <br />ih <br />PLUMBING LINE TO <br />SECOND FLOOR o <br />4 tr <br />Q <br />Co <br />10 <br />O <br />c Z cr <br />TYP. @ 9 H P <br />SINGLE O N <br />STORY <br />A C7 } <br />S3 � O <br />O� <br />HB q u- <br />in <br />M <br />FOUNDATION PLAN - ELEV-B <br />SCALE: V'=V-0" <br />O <br />O t` M <br />0-, U N <br />N S� C13 X <br />N � a <br />,- � N L <br />.- C.i N Y <br />Z � � O N <br />O <br />v 0- <br />(0 <br />V' r <br />O O <br />- <br />'i <br />0 •� �1 <br />L I <br />. ........ <br />it <br />a <br />.,•• F L <br />OFeSSION,x <br />; <br />/�jll/11l Nl i, a 111ti�t <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 />Residentiai 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 />Q <br />00 <br />v S d�� u- <br />Q a, a- S e r` w <br />tll �oN0 "aye <br />JLLLL a <br />0 <br />Z L'9 5; � O <br />ca o <br />0 <br />�. 7i0Nr0 00 J <br />W��pjOf ¢ a <br />a <br />Z Go Go Cl) Z - N 0 <br />N <br />IL <br />0U (1)W <br />Z ❑�❑ <br />Z <br />Z � <br />Q � <br />U) <br />Z $ <br />N o <br />L13 W <br />•U <br />Ow <br />V) <br />Vror <br />W <br />a <br />C) <br />• <br />CO <br />CO <br />J <br />g <br />Q <br />E <br />o <br />~ r0 <br />E <br />0 <br />g°= <br />zo <br />� <br />g <br />z <br />U:) C <br />LL <br />az <br />U <br />Wyw <br />U <br />a� <br />~3 <br />CD <br />v <br />ZI4 <br />U <br />°O <br />= <br />0co <br />0 <br />00 <br />(0 <br />N <br />T <br />T— <br />C <br />m <br />CO 01) <br />04 <br />O <br />N <br />T <br />Q N <br />T <br />E <br />z <br />N <br />' 00C <br />`� V <br />c <br />? <br />a <br />E ty <br />E <br />es <br />0 - a o <br />JOB <br />NO : 22-02374 <br />SCALE : AS NOTED <br />SHEET NO. <br />5 <br />