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,•fie <br />V e <br />. v p: a . <br />ila <br />:e' V <br />11 <br />: o= <br />#5 CONTINUOUS <br />V <br />p <br />REINF. SEE FND. FOR <br />a <br />'e <br />p a;jeoo: <br />°, <br />jjj <br />Ve <br />QUANTITY <br />a. <br />a" <br />#5 X 25" X 25" CORNER <br />a <br />�: <br />'� <br />'� <br />BAR ONE FOR EA. <br />• °' °- ' ° '` <br />- ° <br />HORIZ. REBAR, TYP. <br />ed <br />° <br />U.N.O. <br />- e ' ° • •- e. e• �' <br />V • V . ♦ • ♦ . V ��ea• V V � <br />V� <br />"Alternate: <br />• <br />The reinf. bars shall be <br />cont. around corner by cold <br />- ° - ° - ° •- ° ' ° - ° <br />V p. a• 0 V V. a. V V p. a• . V V V p. a• V V V� <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 />W <br />W <br />C/:) CL <br />CONTROL JOINT DETAIL <br />} <br />O <br />1— <br />U) <br />�i <br />y <br />W <br />J <br />0 <br />Z <br />13'-0" 12--0" <br />1' 4" 1 V-8" T-5" 5'-2" T-5" <br />2'-6" x 2'-6" x <br />V-0" w/ (3) TYP. @ L <br />#5's E.W. <br />PORCH S3 AC PAD <br />— — — — — — f — <br />INDICATES FILLED C LL <br />p I w/3000 PSI CONC. GOUT <br />IFROM FTR. TO BEAM w/ (1) #5 b <br />o <br />REBAR VERT. ABOVE: SLAB. I I <br />CO TYPICAL @ ALL PLACES 6-0 <br />SHOWN. HOOKED F G I I <br />b DOWELS w/ 17" EMBEDMENT <br />'v w/ 25" EXT. ABOVE S B. <br />GRADE 40 STEEL <br />c.J. I I <br />00 <br />HVAC CHA E I OP <br />■ (PROVIDE 1 1/2" 3'-1" BASED ON <br />(RECESS FOR SGD M LOCATION <br />IREFER TO MASONS S3 <br />0o I I I I I ■ <br />c� (SCOPE FOR WIDTH. <br />■ I I � III <br />01 <br />I <br />I <br />ifl <br />IvkaI I <br />I <br />C.J. F II ■ <br />I s6 <br />TYP. @ <br />TWO <br />V2' MIN. 3000psi CONC. I 3'-8%$' I 4'-1" I STORY <br />SLAB FOR HERNANDO <br />COUNTY ONLY. 3,Y2' MIN d <br />2500psi CONC. SLAB <br />%■ I OVER 6 MIL VISQUEEN III ■ <br />VAPOR BARRIER <br />OP E <br />I � — v <br />IU U TYP GG <br />S3 <br />_ C.J. _ 1 <br />I <br />I o I I I III o <br />I <br />CV � <br />I <br />9 <br />I <br />III ■ <br />CD <br />I � v <br />01■ <br />PLUMBING <br />GG STACK <br />C.J. _ _ S3 <br />10 <br />2'-6" x 2'-6" x T-O" 13'-1" <br />1'-0" w/ (3) STUB UP <br />#5's E.W. I TO 2ND <br />FLOOR <br />FOR A/C <br />r-•.- - <br />,�►.. N:d Ian nnnnennnn-utnnenen-u <br />C <br />— — — S3 S3 W � <br />I <br />■ ■ <br />■ <br />■ <br />9I <br />„ <br />ll <br />N <br />7'-6" <br />T-11" <br />I PROVIDE 1/2" X 9 <br />■ 1/2" RECESS FOR <br />FRONT DOOR <br />00 <br />I 4" <br />d <br />I a o <br />TOP OF CONC./ PAVER TO <br />O CO � <br />I BE 4" BELOW FIN. FLR. <br />co <br />W <br />I <br />2'-6" x 2'-6" x- <br />00 <br />1'-O" wl (3) <br />I <br />#5's E.W. <br />L <br />I <br />S3 <br />1 <br />I <br />W <br />�0W <br />Lt_ p <br />�U-� <br />zW I <br />0? I <br />>°m <br />U J �■ <br />U_ � <br />�F <br />U <br />W <br />W I <br />OPT. <br />■ <br />TANKLE <br />GAS WH <br />I <br />TYP. @ ■ I I ■ — <br />ENTRY W <br />5'-8" <br />0 <br />r` <br />■ <br />1'-8" <br />a. I <br />O <br />OPT. GAS <br />STUB OUT <br />J I I <br />S3 (2) #5 VERTS w/in <br />(2) #5 VERTS w/in FILLED CELL I HE <br />FILLED CELL <br />c� <br />16'-0" V-8" <br />19'-4" <br />I <br />v <br />A <br />o S3 <br />TYP. @ <br />SINGLE <br />STORY q <br />F- <br />} <br />O <br />to <br />L� <br />Iz <br />0 <br />in <br />W <br />J <br />Z <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 />MONOLITHIC FOUNDATION - ELEV-B <br />O <br />X <br />N <br />Qm <br />M L1-0 4- <br />L <br />CD <br />M Q , <br />y_ <br />L <br />_ <br />r <br />�J <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 signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineers signature and seal. <br />f/1 <br />W <br />0 <br />co <br />}' a <br />E <br />O N 8 N p ip r <br />01 # <br />Q <br />N p u- <br />NN N <br />j�a�o N xt LL W <br />I» <br />NM v� W 4. 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