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♦ p <br />` <br />° e♦ <br />e <br />p <br />° °i e ° <br />p <br />e' 7 <br />e• � v <br />•e v � <br />� <br />o v: <br />° p' <br />b, <br />° °♦ e• ° <br />p <br />p <br />° e ° n ° e • � V <br />° � e ° <br />� <br />o °. <br />' ' ' <br />♦ • p ♦ • p ♦ ♦ • b, <br />♦ p ♦ <br />. . ' p <br />0 <br />. e <br />r b, ♦ . . b. ♦ . p <br />♦p ♦e •♦e <br />♦p . , <br />o•v o•o �o <br />vo:e. v o <br />v. <br />-T-...'S5-C-.....'R <br />oo:e�o ov:e}a av♦e��o°�e�o vo:e�o ov: <br />-#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 1/8" SAWCUT x 1/4 SLAB <br />UPPER 1/3 OF SLAB THICKNESS WHERE <br />OR FIBERMESH SHOWN ON <br />REINF. SEE PLAN. FOUNDATION PLAN <br />a W <br />r <br />CONTROL JOINT DETAIL <br />oC <br />c. <br />V <br />d <br />T <br />MCNI ➢ <br />1 91-N, <br />3'-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 />I I <br />W 0 o <br />I INDICATES FILLED C LL <br />ap '_- <br />I w/3000 PSI CONC. GROUT <br />-'50 <br />cf) r <br />FROM FTR. TO BEA w/ (1) #5 <br />0 <br />U <br />I <br />REBAR VERT. ABOVE:SLAB. <br />I I <br />eo <br />5' -10 <br />" <br />6-104" <br />I TYPICAL @ ALL PLA ES <br />io <br />0I <br />SHOWN. HOOKED F1 G <br />I <br />o <br />I DOWELS/ENT <br />I I <br />" EXT. ABOVE S AB. <br />GRADE 40 STEEL <br />— C.J. — <br />■ ■ L—j■ ■ <br />_ <br />I <br />r' <br />HVAC CHAIC E <br />FP <br />■ <br />(PROVIDE <br />BASED ON <br />1 1/2" <br />IRECESS FOR SGD <br />M <br />LOCATION <br />IREFER TO MASONS <br />S3 <br />I� <br />III <br />■ <br />c%> <br />(SCOPE FOR. WIDTH. <br />I I <br />� <br />III <br />■ <br />( <br />o <br />a <br />pEO <br />I <br />El <br />I <br />C.J. <br />II <br />■ <br />r <br />TYP. @ <br />I <br />TWO <br />1 <br />I <br />3%2' MIN. 3000psi CONC. <br />3-8Y$ ( <br />4'-1" <br />STORY <br />tD <br />SLAB FOR HERNANDO <br />COUNTY ONLY. 3Y2' MIN <br />■ <br />2500psi CONC. SLAB <br />I <br />OVER 6 MILUEEN <br />III <br />■ <br />VAPOR BARRIER <br />I Id <br />TYP GG <br />S3 <br />— <br />— _ C.J. <br />— 1 <br />■ <br />O <br />(V <br />� <br />LO <br />I <br />I <br />I <br />9 <br />I <br />I <br />III <br />I III <br />■ <br />■ <br />I <br />o <br />_ <br />r L— J I <br />_ <br />7.3" <br />10 <br />L <br />■ <br />— — — — <br />' —I <br />PLUMBING <br />GG <br />I I <br />STACK <br />C.J. <br />_ S3 <br />2'-6" x 2'-6" x <br />3' <br />_ <br />13'-1 " <br />1'-0" w/ (3) <br />STUB UP <br />#5's E.W. <br />I <br />TO 2ND <br />FLOOR <br />-- <br />—__ — --- <br />FOR A/C <br />o <br />I <br />r rtr,r,rrrrr „ rr17 <br />� <br />I <br />I— I <br />—' <br />K 31/2" <br />C <br />I <br />= <br />S3 <br />S3 <br />w <br />I <br />I <br />I <br />Wz <br />o <br />■ <br />■ ■ ■ 9" <br />17 9" <br />I <br />O <br />w <br />11'-6" <br />o <br />LU <br />o z I <br />�U- <br />W p= <br />PROVIDE 1/2" X 9 <br />¢ <br />> J m <br />■ <br />1/2" RECESS FOR <br />Q d a■ <br />co <br />q <br />I <br />4" - <br />FRONT DOOR <br />p Q <br />U <br />LO <br />d <br />® a <br />TOP OF CONC./ PAVER TO <br />-' <br />OO �r <br />I <br />BE 4" BELOW FIN. FLR. <br />U- U <br />�� M <br />W <br />>W <br />■ I <br />U <br />I <br />■ <br />2'-6" <br />x 2'-6" x <br />1'4" <br />L 4-4' <br />C.J. <br />_ <br />1'-0" <br />w/ (3) <br />� I <br />— — <br />— <br />— I <br />o0 <br />#5's <br />E.W. <br />L I <br />I <br />`r <br />S3 <br />I <br />I <br />I <br />TYP. @ ■ I <br />I <br />■ <br />ENTRY <br />W <br />I <br />p <br />( <br />A <br />I <br />C/) <br />I <br />s3 <br />TYP. @ <br />SINGLE <br />o <br />J <br />I <br />i <br />STORY <br />9 <br />I <br />(2) #5 VERTS Win S3 <br />(2) #5 VERTS Win I <br />HB <br />FILLED CELL <br />FILLED CELL <br />— — — — — — — — <br />— — — — — — — — <br />— — <br />O <br />M <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-13 <br />SCALE: Y4"=V-0" <br />�a <br />N <br />C 9; :P W <br />O <br />a R C= <br />cc <br />LA-., p,. <br />•.N <br />d O fO <br />^! CD <br />3 R+ <br />L <br />4W c <br />er <br />xxNNIJa�t�stu��tal <br />� <br />OWN <br />wa•tiAg� <br />•�a5E� <br />" - j <br />E .• <br />t F a S ® <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 Florida Building Code - <br />Residential 7th Edition. Engineer's signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineer's signature and seal. <br />r� <br />W vE <br />Q <br />0) <br />o <br />N N <br />co = N b <br />y� <br />YI n ZR <br />M aj C., 3 l <br />a =� u W <br />J W LL 0 <br />W <br />a <br />z m C <br />i @� o <br />7 @ N � � <br />NZ <br />Z co <br />L J <br />Z N O U U O <br />W El E] <br />N M <br />O <br />zS <br />J <br />M <br />N z <br />W �l 0 <br />- <br />fC5 w <br />� <br />U <br />v� <br />0 wV) o <br />V) c <br />U) <br />U 6 <br />ter.. <br />1 e 1 J <br />F — E <br />¢ 0 <br />�m <br />�w <br />M <br />o <br />2 <br />Z <br />U- <br />p <br />W <br />z o <br />Q <br />E <br />w2 <br />zo <br />O E <br />O¢ <br />d p <br />ox <br />N <br />ao <br /><om� <br />a z <br />�Z <br />�� <br />(� <br />U) <br />0. <br />U <br />Ns <br />0 <br />Z E <br />6 W <br />p <br />zz <br />d <br />Q <br />Z <br />N W <br />c,- <br />W <br /><o <br />oLL <br />�k <br />�3 <br />o <br /><W� <br />�o <br />0 <br />= 0 <br />E <br />>M <br />O <br />ai <br />rn <br />0 <br />C7 <br />CD <br />CO r <br />Q <br />;� <br />r <br />ILA <br />' ) U <br />vJ m <br />N <br />L0 <br />�.. <br />• <br />O <br />N <br />04 <br />O <br />N <br />LO <br />N <br />,-- <br />6 <br />M <br />w 04 <br />o <br />z <br />Z <br />E 0 <br />c <br />d <br />Eca <br />U 0 Q (a <br />JOB <br />NO: 22-08305 <br />SCALE : AS NOTED <br />SHEET NO. <br />5 <br />