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" #5 CONTINUOUS <br />REINF. SEE FND. FOR <br />WWF PLACED IN 1/8" SAWCUTx 1/4 SLAB ,.�., :, .;." QUANTITY <br />UPPER 1/3 OF SLAB THICKNESS WHERE { n #5 X 25" X 25" CORNER <br />OR FIBERMESH SHOWN ON BAR ONE FOR EA. <br />REINF. SEE PLAN. FOUNDATION PLAN , <br />HORIZ. REBAF:, TYP. 25'-O" <br />�:r U.N.O. <br />r «Alternate: <br />10'-0" 15'-0" <br />z <br />----� w The reinf. bars shall be <br />`�':� �" Cont. around corner by cold 11 " T-4" .1 14" <br />bending the bar w/ min. 2'-0" x 2'-0" x 1 -0 <br />bar lap of 25". W/ (3) #5's E.W. LL 2' -0" x 2'-O" x V-0" <br />S3 W/ (3) #5's E.W. <br />CONTROL JOINT DETAIL TYP. CORNER BAR DETAIL TYP. <br />SCALE: 3/4" = 1'-0" SCALE: 3/4" = 1'-0" <br />1 -- ----- S3 <br />4. <br />I <br />11'-8" 6'-110" 1 6'-2" 5'-2" 6 5'-2" o <br />00 <br />1 c 1 21-811 TYP. @ J AC PAD <br />97.44' ,;, I 2 STORY S6 <br />l I U.N.O. <br />PROVIDE 1-1/2" RECESS I S3 <br />FOR SGD DOOR. REFER 0 I INDICATES FILLED C LL /3 00 PSI <br />TO MASON'S SCOPE i; // I ■ <br />FOR WIDTH 1 CONC. GROUT FROM R BEAM <br />w/ 1#5 REBAR VERT. ABO) (E SLAB. / 1 <br />TYPICAL @ ALL PLAC S SHOWN HVAC CHASE <br />HOOKED FTG. DOWELS 1 3 I <br />1 EMBEDMENT W/ 25" E T. ABOVE SLAB /j BASED ON <br />"GRADE 40 STEEL" // LOCATION I ■ <br />1 <br />1 44-211 2'-611 0 6 4" <br />'- I 0 <br />� � T <br />00 1 r-------_ / — — — Ci <br />Zo <br />I <br />I II ss <br />TYP. @ ■ / /_ <br />2 STORY / ooto <br />I I 2 STORY <br />U.N.O. I // / 1 97.77' ELEV. 1 U.N.O. <br />O i FIN CONC. SLAB i ■ 19 <br />EO <br />S6 <br />r 1 21 11 /�1_Q11 PLUMBING ( 1 1 3-1/2" MIN. 3000 PSI 1 `r <br />�ALT / STACK iv I I CONC. SLAB FOR 1 <br />((AC PAD — C4 I I HERNANDO COUNTY I ■ <br />0 ■ — U ONLY 3-1/2" MIN. 2500 I 0 <br />,r L _ _ _ J PSI CONC. SLAB OVER I b <br />�r STUB UP TO I 6 MIL VISQUEEN 1 <br />co 2ND FLOOR 1 C.J. VAPOR BARRIER `f' <br />FOR A/C — — — — <br />00 <br />■ I I ■ <br />v I 2'-6" x 2'-6" x I <br />1 STUB UP TO <br />r-1'-0" W/ (3) 1 0 <br />M I FOR A/C FLOOR I #5's E.W. <br />■ <br />off <br />w H•W C K I I} <br />�•,,at <br />I o z O <br />O � S3 S3 I to =Ix Ua 1 0f3'-8" BUIL ---1-----1 O N <br />w O PROVIDE 1 <br />> m I o Q APPLIANCE I ■■ ■■ <br />PROTECTION TOP OF CONC./ i997.44' PROVIDE 112" x 9 l/2" C7 } <br />5 a " RECESS FOR FRT. DOOR Z 0 <br />■ O a WHEN REQUIRED PAVER TO BE 4 I " I ih ~O <br />} 2) PER FBC 1 BELOW FIN.FLR.I N W 1 YP L v 11 LLO � <br />1 <br />w to V) 1 s3 T <br />z0 I>LU <br />~o U)10 I I ■ — — S3 �! <br />0 <br />O <br />1 N to I 2'-6" x 2'-6" x 1'-0" I N <br />W/ (3) #5's E.W. <br />z >_ ITC.J. 2'-0" x 2'-0" x 1'-0" <br />W/ (3) #5's E.W. <br />O0 A I — — — — M <br />u- T S3 (2) #4 VERTICALS <br />2'-6" x 2'-6" x V-0" W/IN FILLED CELL I ■ <br />W/ (3) #5's E.W. J A 0) <br />S3 �97.31' I S3 <br />TB I " 1 0 TYP. @ <br />o—L-------- to SINGLE <br />------- STORY <br />2'-0" x 2'-0" x 1'-0" <br />W/ (3) #5's E.W. <br />1'-6" 16'-8" <br />1' 111 -101, _ 16'-0" 1'-10" 64" <br />25'-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 />FOUNDATION PLAN —A <br />SCALE: Ya"=1'-O" <br />N <br />N <br />OO <br />C <br />o <br />.•- <br />v <br />m =c <br />'CA= <br />> W <br />C. <br />s o <br />Q <br />co <br />u o. � <br />_ V N <br />m <br />-a x <br />iv o <br />Q.d.•NY <br />a' E c <br />D a <br />« <br />3 <br />•°1 co) Co <br />�! C •� 9 <br />v) IL <br />c E <br />o <br />G. v <br />M <br />O <br />N <br />1 E7i�! JV <br />„ :- •• STATE OF <br />S <br />14 �C• <br />�y1 <br />P�J j,s q <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 Cade - <br />Residential 7th Edition. 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