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-#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 />"Alternate: <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 />WWF PLACED IN <br />UPPER 1/3 OF SLAB <br />OR FIBERMESH <br />REINF. SEE PLAN. <br />1 /8" SAWCUT x 1 /4 SLAB <br />THICKNESS WHERE <br />SHOWN ON <br />FOUNDATION PLAN <br />CONTROL JOINT DETAIL <br />G <br />oc <br />a <br />n <br />d <br />1�_)" <br />1 91_N, <br />T-5" 5'-2" <br />T-5" <br />2'-6" x 2'-6" x <br />1'-0" w/ (3) <br />#5's E.W. <br />TYP. @° L <br />PORCH <br />AC PAD <br />S3 <br />o q <br />W' <br />I INDICATES FILLED C LL - <br />- F <br />I <br />0- <br />I w/3000 PSI CONC. GIfOUT <br />I- <br />-� <br />-' 00 <br />to T <br />FROM FTR. TO BEAM w/ (1) #5 <br />I <br />0 <br />IU <br />■ <br />REBAR VERT. ABOVESLAB. <br />I I I <br />F- <br />00 <br />5'-10" <br />6 -10" 4 " <br />1 TYPICAL @ ALL PLA ES <br />I <br />io <br />I SHOWN. HOOKED FIG <br />DOWELS w/ 17" EMBEDMENT <br />1 <br />I I 1 <br />9 <br />w/ 25" EXT. ABOVE S B. <br />I <br />GRADE 40 STEEL — <br />— C.J. — 1 <br />■ ■ ■ ■TFT <br />c <br />I <br />:0 <br />HVAC CHA1c E <br />OP <br />■ <br />1PROVIDE <br />BASED ON <br />1 1/2" <br />IRECESS FOR SGD <br />M <br />LOCATION <br />1 <br />o <br />IREFER TO MASONS <br />S3 <br />I <br />- <br />1 <br />I I I <br />■ <br />co <br />SCOPE FOR WIDTH. <br />1 I <br />� <br />III <br />■ <br />o <br />o <br />io <br />I <br />I <br />I <br />a <br />I <br />C.J. <br />F <br />II <br />■ <br />TYP. @ <br />I <br />I <br />TWO <br />EO <br />In <br />3Y2" MIN. 3000psi CONC. <br />3'-8Y8" 1 <br />4'-1" <br />STORY <br />"' <br />SLAB FOR HERNANDO <br />1 I <br />COUNTY ONLY. 3Y2" MIN <br />■ <br />I <br />2500psi CONC. SLAB <br />OVER 6 MIL VISQUEEN <br />I lI <br />■ <br />VAPOR BARRIER <br />00 <br />1 <br />1 <br />— <br />1 <br />1 <br />r_ <br />Id <br />d <br />TYP GG <br />I <br />S3 <br />— <br />— _ C.J. <br />— 1 <br />■ <br />1 <br />I <br />0 <br />I <br />d- <br />`O <br />I <br />I I I <br />I I <br />I <br />l <br />I III <br />■ <br />iv <br />■ <br />I <br />I <br />O ZL J <br />7'-3" I <br />o <br />I <br />z <br />Y <br />� <br />i <br />L---- <br />■ <br />--1 <br />PLUMBING <br />GG <br />I <br />I <br />STACK <br />C.J. <br />_ S3 <br />Y <br />2'-6" x 2�-6" x <br />3'-0" <br />_ <br />iD 13'-1" <br />In <br />1'-0" w/ (3) <br />STUB UP <br />#5's E.W. <br />I <br />TO 2ND <br />1 <br />( <br />FLOOR <br />__ <br />_--_ _—_ <br />FOR A/C <br />cO <br />( I I I 1 1 1 1 1 1 1 1 1 1 1 1 1 <br />i <br />— — -, — <br />K 3 1/2" <br />C <br />I <br />= <br />W F <br />N <br />S3 <br />S3 <br />1 <br />■ <br />■ ■■ 9 <br />179" <br />I <br />�Ow <br />I <br />"~o <br />J O <br />7'-6" T-11" N " <br />5 z 1 <br />J <br />W O <br />PROVIDE 1/2"X9 <br />Q <br />> m <br />■ <br />1/2" RECESS FOR <br />¢ aJ �■ <br />co <br />1 -4" <br />FRONT DOOR <br />p Q <br />`t <br />I <br />a c <br />TOP OF CONC./ PAVER TO <br />yJ <br />O <br />I <br />BE 4" BELOW FIN. FLR. <br />(� rlc-z <br />I <br />W <br />>W <br />2'-6" x 2'-6" x <br />1 -4 <br />4 -4' <br />o C.J. <br />_ <br />00 <br />#5's E.W. <br />S3 I <br />I <br />i <br />o <br />in <br />TYP. @ ■ I <br />I <br />■ <br />T <br />ENTRY <br />W <br />$ <br />I <br />A <br />I cJn � <br />S3 <br />TYP. @ <br />SINGLE <br />z <br />J <br />I <br />i <br />STORY <br />o <br />i <br />(2) #5 VERTS WinS3 (2) #5 VERTS w/in I <br />HB <br />FILLED CELL <br />CELL- <br />-------- <br />— — — —FILLED <br />— <br />Cl) <br />V-8" <br />16'-0" <br />V-8" <br />19'-4" <br />5'-8" <br />z <br />O <br />Q <br />z <br />Z) <br />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 />MAY 17 2023 <br />Virtual Review Assist, Inc. <br />Plans Review completed and approved <br />t0( compliance with the 2020 FBC 7th Edition <br />by Debra Anne Klahr PX2300 <br />MONOLITHIC FOUNDATION — ELEV—A <br />SCALE: Y4"=1'-0" <br />U �y0 CA <br />w <br />';�. +cam •°'•••....•-'°�• � <br />��. <br />W/liltI11,11te v0 <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 />Residential <br />7th Edition. 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M <br />O <br />~O <br />m <br />� <br />CD <br />00 <br />N <br />Q N N <br />T— <br />r- c U'i <br />z <br />z <br />:3M T <br />s M <br />= <br />3E w <br />JOB <br />NO: 23-00514 <br />SCALE : AS NOTED <br />SHEET NO. <br />5 <br />