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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 />COUjZ <br />W J <br />� <br />CONTROL JOINT DETAIL <br />Op <br />Wo <br />J z <br />O� <br />z <br />U5 ii <br />O <br />C <br />(\ <br />fi6E1l <br />i ,�,_n,, <br />3'-5" <br />5'-2" <br />T-5" <br />1 1'-8" <br />1'4" <br />lie <br />11 <br />1 <br />2'-6" x 2'-6" x <br />AC PAD <br />1 0 w/ (3) <br />L TYP. @ <br />#5's E.W. <br />S3 PORCH <br />r <br />I <br />INDICATES FILLED CELL <br />I <br />d <br />LU <br />t <br />w/3000 PSI CONC. GROUT <br />1 <br />p <br />C2 <br />o <br />FROM FTR. TO BEAM w/ (1) #5 <br />I <br />_j <br />I <br />REBAR ERT. ABOVE SLAB. <br />■ <br />UI <br />I <br />o <br />4" <br />@ ALL PLACES 1 <br />6-10" <br />5'-10" <br />co <br />00 <br />ITYPICAL <br />ISHOWN. <br />HOOKED FTG <br />I <br />Eo <br />DOWEL w/ 17" EMBEDMENT <br />w/ 25" EXT. ABOVE SLAB. <br />GRADE 40 STEEL <br />I <br />C.J. <br />— _ <br />■ ■ <br />■ <br />■ <br />HVAC CHASE <br />T <br />I <br />BASED ON <br />L— — — — <br />3-1 <br />------ <br />■ <br />LOCATION <br />M <br />PROVIDE 1 1/2" <br />RECESS FOR SGD <br />■ <br />I <br />I <br />I <br />S3 <br />( 0? <br />REFER TO MASONSI <br />o <br />SCOPE FOR WIDTH.I <br />ri <br />� <br />I <br />o <br />III <br />I <br />■ <br />W)l <br />I LEDJ <br />■ <br />j <br />_ I _ 7 <br />G.J. <br />I <br />J <br />lL I <br />S6 <br />� <br />TYP. @ <br />+ <br />T <br />i <br />oo <br />TWO <br />I <br />co <br />STORY <br />I` <br />4'-1° <br />I T-8Y8" <br />3Y2" MIN. 3000psi CONC. <br />10 <br />SLAB FOR HERNANDO <br />Cj <br />COUNTY ONLY. 3Y2' MIN. <br />IIF_ <br />7 <br />2500psi CONC. SLAB <br />■ <br />IN <br />OVER 6 MIL VISQUEEN <br />I <br />VAPOR BARRIER <br />I <br />rG <br />GG TYP <br />GS3 <br />U ? <br />?U I <br />■ <br />I I <br />C,J. <br />I Ii I <br />CDI <br />00 <br />I I <br />I I <br />1 <br />N <br />Ili I <br />I <br />I I <br />LO <br />■ <br />III I <br />I <br />I <br />I <br />- <br />L_ � <br />I <br />■ <br />0 <br />I 7�-3t <br />I <br />� <br />I <br />1 <br />--- <br />--- 7 N <br />PLUMBING <br />STACK <br />I <br />GG <br />S3 o <br />C.J. <br />_ <br />13-1" CO <br />3'-0" <br />STUB UP17-1 <br />TO 2ND <br />1 <br />2'-6" x 2-6" x 1 <br />FLOOR <br />I <br />V-0" w/ (3) <br />FOR A/C <br />—�I— <br />— _ — — — <br />— <br />#5's E.W. 1 <br />rrr;l;trrrrr;;r r <br />- <br />o <br />� <br />i <br />I <br />JC <br />-3 1/2" KIS <br />--- <br />o <br />H � <br />S3 <br />S3 <br />N <br />zo <br />W <br />O W <br />1 <br />17 9" <br />19.. <br />■ ■ <br />■ <br />■ <br />W <br />I J <br />O <br />3 <br />T-11" <br />[V-4' <br />�<� <br />> m <br />l Q <br />PROVIDE 1/2" X 9 12 <br />iv <br />■ <br />■ <br />aQ <br />1/2" RECESS FOR <br />4" I <br />co <br />U Q <br />FRONT DOOR <br />� � <br />I <br />Uj <br />10 <br />(> <br />( U <br />TOP OF GONG/ <br />OJ <br />> w <br />1 <br />PAVER TO BE 4" <br />fn T <br />■ <br />1 <br />1 <br />BELOW FIN. FLR. <br />; <br />— <br />T <br />■ <br />U <br />1 <br />C.J. N <br />4'4" <br />1'4" <br />e Z-6" x 2'-6" <br />x <br />TYP. @ <br />v L <br />#5's E.W. <br />o SINGLE <br />I <br />I <br />I <br />S3 <br />r STORY <br />■ <br />I <br />1 <br />TYP. @ <br />■ <br />1 <br />n- 1 <br />ENTRY <br />A <br />�r <br />o <br />i <br />I <br />(2) #5 VERTS w/in <br />(2) #5 VERTS w/in <br />?S3 <br />o <br />CELL <br />FILLED CELL <br />--FILLED <br />— <br />�0 <br />- I <br />I <br />■ <br />■ <br />y <br />■ <br />V-8" <br />16-0" <br />V-8" <br />19'-4" <br />5'-8" <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-A <br />SCALE: Y4'=1'-0" <br />ft <br />caa <br />sV <br />6sa <br />tV <br />> W <br />® o t o <br />c o <br />CJ <br />C g0 G- N <br />.�amx <br />N C 6L d <br />�o <br />1S N <br />as d.� ar <br />.. <br />c <br />s <br />U tU <br />C, c �i <br />C E <br /><tt If elf, <br />p` )3R0tPVAvf <br />• <br />..� <br />� � <br />to �• � <br />.A _ <br />CICRI <br />•, «' <br />U <br />. �^ c) <br />p5� <br />E0\0�� <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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F— J E <br />a g <br />I <br />U o <br />U) Y <br />N <br />® <br />m <br />is <br />r_ <br />o <br />w <br />M <br />M <br />y ¢ <br />O <br />Z <br />M <br />J <br />Ca E <br />�o <br />oo <br />>m <br />a� <br />O O <br />U <br />Eco <br />wz <br />Z® <br />❑a <br />F- B <br />— <br />F <br />00 <br />U <br />to <br />¢ G <br />0 <br />dZ <br />M�� <br />i <br />wo <br />r� <br />e <br />ao <br />m0 <br />°, <br />m <br />N O <br />Q W <br />U, <br />y <br />¢w <br />29ago <br /><o <br />Z ZU <br />az <br />ww <br />o <br />w¢ <br />o <br />0. <br />Nij <br />M <br />it <br />OI¢ <br />_ <br />OU <br />O <br />= <br />> M <br />_I <br />ui <br />o� <br />m <br />m <br />Cle) <br />N <br />Ln <br />.-. <br />o <br />O <br />76 <br />o <br />O <br />LO <br />i4-+ <br />d' <br />M <br />O <br />co <br />m <br />LO <br />O <br />N <br />CN <br />Q o N <br />T <br />E <br />W <br />(0z <br />CQ <br />Z <br />O y T <br />E <br />r`p <br />a <br />E a m <br />o <br />U Q p <br />JOB <br />NO: 23-00509 <br />SCALE : AS NOTED <br />SHEET NO. <br />5 <br />W <br />0 <br />