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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 />�— � Q <br />a <br />CONTROL JOINT DETAIL <br />SCALE: 3/4" = 1'-0" <br />#5 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 />G I•.•;1 �, • •_ <br />"Alternate: <br />The bars be <br />/ <br />I <br />• • <br />reinf. shall <br />cont. around corner by cold <br />• <br />bending the bar w/ min. <br />bar lap of 25". <br />TYP. CORNER BAR DETAIL <br />SCALE: 3/4" = 1'-0" <br />25-0" <br />1'-8" 1. 10'-01, 134" <br />1'4' 1 7 4' <br />2'-O" x 2'-0" x V-0" L 2'-O" x 2'-0" x V-0" <br />W/ (3) #5's E.W. I-W/ (3) #5's E.W. <br />1 <br />c r <br />o 00 1 - <br />9 2'-0" n 1-411 61-8" N -4" I 3'-10" 5'-2" 4'-8" <br />1 <br />' <br />1'-4'1 I I AC PAD <br />I -4" I M I <br />• • • • ■ all i• II • 11^---Z11 <br />II ALT <br />AC PAD <br />II II <br />I PROVIDE: 1-1/2" RECESS J <br />o <br />F R SG DOOR. REFER S6 STORY HVAC CHASE L=== 1 <br />BASED ON <br />TO MASON'S SCOPE LOCATION 11� <br />I F DR WIDTH �I <br />I II I <br />I II I o <br />Ir <br />r b INDICATES FILLED CELL Il j ri <br />W/3000 PSI CONC. GROUT 1 1 <br />r FROM FTR. TO BEAM W/ All <br />C.J. _ _ REBAR_VERT. ABOVE SLJI TYPICAL @ ALL PLACES0o S6I SHOWN HOOKED FTG. <br />zo TYP. @ I DOWELS 17" EMBEDMEN2STORY I — — C) W/ 25" EXT. ABOVE SLAB"GRADE 40 STEEL" <br />I 1 11 I I 1 1 I <br />• I L <br />J —III 11 1 • <br />a <br />V' I I I I <br />a I w OII II <br />0 I <br />a Y II I II <br />� Z 0 <br />I jIj 3Y2' MIN. 3000 PSI CONC. SLAB I o0 <br />I I I FOR HERNANDO COUNTY ONLY CO CO <br />3Y2" MIN. 2500 PSI CONC. �(AB OVER 1 <br />C JLJ 6 MIL VISQUEEN VAPOR BARRIER <br />IL <br />2' 0" 2'- " 5-3" 15'-4" 1 <br />• <br />o Uj <br />� I � <br />PLUMBING LINE TO _ T _ _ _ _�� 0'-0" ELEV. I 1 o <br />SECOND FLOOR -- ----- FIN CONC. SLABI I M <br />• o I I! I - <br />_ <br />113'-0"x3'-0"XV-0100 <br />o I-0"x2'-0"x1'-0" 1 I <br />M 10'-7 1/2" W/ (3) #5 E.W. 14'-5" 1 I W/ (4) #5 E.W. _ <br />0 <br />— I ch I I i•%� <br />------- 00--------------- — I <br />00 t I I I • <br />-3 1/2" 4" STEP j J <br />1 C DOWN 'jI S6 <br />M <br />17'-1 " S3 MIN. 101I 64" 1 TYP. @ 50 <br />K I 2STORY <br />(BUILDER TO PROVIDE <br />I <br />ft <br />t" IAPPLIANCE PROTECTION a I <br />I TOP OF CONC./ <br />I WHEN REQUIRED PER FBC I� o i RECESS FOR FRT. DOOR I <br />C3 � I PRO IDE 1/2" x 91/2" I PAVER TO BE 4" <br />g 4 g 4 I I BELOW FIN. FLR. <br />-v C.J. 4' 1 <br />--+— — — — ---�— — �� — — --t-- • I L <br />N I 1 S3 6 <br />I 1 W^ <br />} O A I 1 O o0 2" I <br />TYP. @ <br />Z CID - S3 1 N 1'44" ENTRY <br />--1 TYP. @ I I 2'-6"x2'-6"x1'-0"j <br />O T SINGLE I W/ (3) #5 E.W. <br />N u` STORY <br />. I I T <br />Z 1 (2) #5 VERTI ALS I CV <br />O H I W/IN FILLED ELL I <br />U)) O I J A I <br />T o N o <br />HB S3 I S3 I in S3 <br />o I L I <br />3'-0"x5'-0"x101 <br />"0 W/#5@8"O.C. <br />• _ • E.W. <br />16-8" <br />18'-8" <br />25'-0" <br />6'-4" <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 />0 <br />to <br />�O <br />0 O Zo <br />N 0 <br />FOUNDATION PLAN-B <br />SCALE: X"=V-0" <br />era <br />N <br />O <br />N <br />� <br />o <br />a ua <br />o r <br />C ro C-J N <br />.✓ G u_ r1. <br />Q N Y <br />E <br />C, <br />a C � <br />� � T <br />7 � <br />A <br />E <br />ro o <br />� w <br />J. <br />J 3 <br />L <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 <br />Florida Building Code - <br />Residential 7th Edition. Engineers <br />signature and seal is only for <br />the structural engineering portions <br />of the drawing pages bearing <br />Engineers signature and seal. <br />W <br />E N <br />J <br />0 <br />7 Cn 0? N LL LL <br />tl) <br />� J <br />v a a <br />Q <br />C', <br />J LL a z <br />z <br />t <br />=(0o oho <br />W. <br />- w o <br />:3 NNCO Q <br />W <br />. m <br />� z <br />W <br />z <br />ILo <br />0 o <br />N M Z N H <br />0 <br />U <br />� < ❑CJCJ <br />z <br />W <br />� N <br />o <br />z <br />IR <br />z <br />Q a <br />V) <br />M <br />0 <br />LL <br />T <br />Ul � <br />W C <br />m <br />U <br />O <br />cN <br />�N <br />�6 <br />c N <br />~ <br />C <br />J E <br />r 8 <br />of <br />;I <br />= r y <br />U o <br />C__ `� <br />Q 0co <br />e <br />0 <br />S <br />._ <br />,w <br />M <br />M <br />J <br />o3 <br />h <br />Z <br />a <br />� <br />c' <br />oo <br />a <br />a <br />w <br />z� <br />_ao <br />o <br />to <br />a= <br />O <br />wz <br />Z <br />co <br />� = <br />a° <br />m J <br />mo <br />aw <br />om <br />ao <br />W <br />T <br />D <br />� <br />O <br />a <br />W <br />o= <br />5 <br />co <br />M <br />v <br />d <br />ila <br />u 3 <br />C <br />c � <br />> LO <br />m <br />c� <br />00 <br />(0 O <br />O <br />:3 <br />cr <br />co <br />(n m <br />N <br />-__ <br />LO <br />M <br />M <br />O <br />0) <br />N <br />LO <br />r <br />Q <br />r <br />w <br />T <br />M CM <br />o <br />E <br />00 <br />vi Lf) <br />Z <br />Z <br />E O <br />m <br />a <br />E <br />U _j <br />v M <br />Q p <br />c <br />_J <br />JOB <br />NO: <br />23-06102 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />5 <br />