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--I i __kA_ A- <br />&L <br />WWF PLACED IN <br />—1/8" SAWCUT x 1/4 SLAB <br />UPPER 1/3 OF SLAB <br />THICKNESS WHERE <br />OR FIBERMESH <br />SHOWN ON <br />REINF. SEE PLAN. <br />FOUNDATION PLAN <br />LU <br />LU <br />U) <br />CIL <br />CONTROL JOINT DETAIL <br />SCALE: 3/4" = 1'-0" <br />CONTINUOUS <br />REINF. SEE FND. FOR <br />QUANTITY <br />25"X 25" CORNER <br />BAR ONE FOR EA. <br />HORIZ. REBAR, TYP. <br />U.N.O. <br />**Alternate: <br />The reinf. bars shall be <br />cont. around corner by cold <br />bending the bar wl min. <br />bar lap of 25". <br />TYP. CORNER BAR DETAIL <br />SCALE: 3/4" = 1'-0" <br />151-0" <br />25'-0" <br />2'-0" x 2'-0" x V-0" <br />W/ (3) #5's E.W. — <br />101-011 <br />T-41' <br />L <br />2'-0" x 2'-0" x 1 '-0" <br />W/ (3) #5's E.W. <br />9 <br />6-21' 6'-2" <br />6'- 0" 1-8111 <br />�0 <br />1 <br />C? <br />oil <br />TYP. @ <br />1 2 STORY <br />t__ Z-8-1 <br />le <br />41 <br />I <br />S6 ' 0 <br />4111 <br />U.N.O. <br />0? <br />— — — — — — — — — — — — <br />M I <br />PROVIDE 1-1/2" RECESS <br />S3 <br />FOR SGD DOOR. REFER <br />INDIGA rES FILLED CELL w/3000 PSI <br />9 <br />TO MASON'S SCOPE <br />CON 1 GROUT FROM FTR. TO BEAM <br />FOR WIDTH <br />HVAC CHASE w/ IIA5 REBAR VERT. ABOVE SLAB. <br />9 <br />BASED ON TYPI -1AL @ ALL PLACES SHOWN <br />LOCATION HOO<qD F-G. DOWELS 17 <br />EMBEDMENT W/ 25" EXT. ABOVE SLAB I -A <br />"GR/ DE 40 STEEL" <br />6'-4" CD 2'-6" 41-2H <br />F 7 <br />L _j <br />TY P. @ <br />TV6 @ <br />Y <br />2STORY <br />60 <br />2STORY <br />U.N.O. <br />9 <br />-3 <br />00 0'-O'o EL <br />le FIN CONC. SIAB <br />9 <br />3-1/2" MIN. 3000 PSI <br />C� PLUMBING 1.2'-8 1. <br />r — — — 71 <br />)I <br />CONIC. SLAB FOR <br />STACK 7 <br />CIFZLT <br />HERNANDO COUNTY <br />11 ACPAD11 <br />9 <br />ONLY 3-1/2" MIN. 2500 U L-L — <br />9 <br />TL 1 <br />-1 <br />PSI CONC. SLAB OVER CD <br />_J <br />6 MIL VISQUEEN <br />—STUB UP TO <br />VAPOR BARRIER C.j. I <br />2ND FLOOR <br />FOR A/C <br />9 <br />2'-6" x 2'-6" x STUB UP TO <br />To <br />60 <br />1 '-0" W/ (3) 2ND FLOOR <br />OR <br />#5's E.W. FOR A/C <br />_j <br />N <br />47� <br />;0.. <br />9'-8" Z-811 6-10' <br />.1 i ' <br />1 <br />, <br />z <br />1 W.HVI <br />0 <br />1- 8 <br />9 <br />-1 <br />to <br />-:9- 1 3 1/2" _C0 Z=1 <br />M �3 <br />Uj z <br />2 0 x <br />Cn <br />10 <br />C14 U_ <br />L — — — — L 0 <br />BUILDE T-8'l <br />P: LU 0? <br />< 0 �0 <br />PROVIDE _j <br />Z UJ <br />APPLIANCE 0 Z <br />< <br />PROTECTION �- 0- <br />Fx d =� <br />LU 0 =) <br />> <br />PROVIDE 1/2" x 9 1/2' <br />Z <br />0 <br />1- <br />RECESS FOR FRT. DOOR <br />TOP OF CONC./ < <br />PAVER TO BE 4" WHEN REQUIRED 0 _j <br />U) 0 <br />0 <br />tl"L�Typ <br />< <br />�L BELOW FIN. FLR. PER FBC 00 <br />u_ <br />S3 <br />j u_ <br />ki <br />0: LU <br />LU _j <br />>_ <br />= a <br />z <br />> Uj <br />0 <br />S3 <br />I- I- <br />U) 0 <br />2'-6" x 2'-6" x 1 '41 <br />0 <br />C� u_ <br />I L <br />'-01' <br />W/ (3) #5's E.W. <br />2'-0" x Z-O" x 1 <br />W/ (3) #5's E.W. <br />C.j. <br />U*) <br />cr- Z <br />0 1- <br />T"' <br />TYP. @ co <br />0 <br />SINGLE (2) #5 VERTI ALS <br />LO <br />0 <br />u_ <br />STORY 2'-6" x 2'-6" i,-o,, <br />W/IN FILLED CELL x <br />a) <br />W/ (3) #5's E <br />S3 <br />TB <br />9 <br />10 <br />9 <br />'y <br />�1) <br />4 <br />4 <br />4 <br />4 <br />21-01' x 2'-0" x 1 I-0ol <br />W/ (3) #5's E.W. <br />161-8" 11-6" A&- <br />41 <br />64" 16-0" 11-10,11 <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 <br />SCALE: Y4"=V-0" <br />C%j <br />iz <br />CV2,4 <br />__j 4j VA- C-11) <br />r ca t-A CQ <br />am �0`4 <br />It W- C36. <br />ca C= <br />CA Co Ca <br />(n <br />P. 0 .4c <br />co <br />ca CP <br />=1 U CM <br />C:6 <br />CC 0 <br />C5- 5 <br />0 <br />4v <br />r CN <br />A C=), <br />4 <br />To the best of the Engineers knowiedge, information and Wit <br />the structural plans and specifications containedwithin 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 seat. <br />0 <br />W <br />E 2 csi <br />8 <br />04 6 <br />C _j <br />0 20 1 5 LL <br />C30 r- W <br />04 0 CL <br />I -C, <br />D -] x <br />M LL z <br />0. <br />2 & <br />.Ri C� W <br />W 0 <br />Lu <br />C1) z 0 <br />IL <br />13 N < 0 Go <br />z 6 3 1 <br />W <br />I <br />— <br />CD C') !R <br />< <br />C1 <br />0 <br />4-J <br />0 LLt <br />V) Of (711 <br />V) <br />LU <br />Of <br />< <br />C1, <br />C".) <br />z <br />199 <br />z <br />ce:F E <br />0 <br />g <br />E <br />E <br />0 <br />x <br />W <br />00 <br />0 <br />z <br />�O <br />�z <br />C', <br />10 <br />z <br />M wo <br />0 <br />Cf.) <br />z <br />CS <br />so <br />g <br />Cl> <br />Luk <br />z < <br />3r <br />M <br />LO <br />LO <br />< <br />M <br />EL <br />0 <br />U) 0 3: <br />N <br />L0 <br />Ile— <br />4-1 <br />C) <br />L0 <br />a) <br />CN <br />C'4 <br />Lf) <br />Ul) <br />LO 0 <br />T_ <br />< <br />4i <br />E <br />CY) CIO <br />LO <br />0 <br />z <br />z <br />E <br />E <br />M <br />(L <br />0 M <br />1 0 0 1 <br />3 <br />JOB <br />NO: 23-06105 <br />SCALE : AS NOTED <br />SHEEr NO. <br />5 <br />