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s <br />a \ <br />♦ ♦ . <br />b. <br />Le <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 <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 />Z <br />0 <br />Q <br />0 <br />z <br />D <br />O <br />Ll. <br />Z <br />0 <br />Z <br />Z) <br />0 <br />tL <br />0 <br />l; <br />;o <br />v <br />Q <br />CO <br />Qk� <br />TYP. @ <br />TWO <br />STORY <br />ri <br />12'4" 13'4" <br />Id <br />3'-5" 5'-2" 3'-5" _ 1 V-8" <br />AC PAD <br />L TYP. @ <br />S3 PORCH <br />rINDICA-- — — — — — — t <br />T S FILLED CELL I"w 4 <br />w/3000 FjSI CONC. GROUT I O ' <br />FROM R. TO BEAM w/ (1) I #5 REBAR ERT. ABOVE SLAB. I ■ v1 I <br />TYPICAL@ ALL PLACES I 6-10" 5'-10" <br />ISHOWN. HOOKED FTG I <br />DOWEL w/ 17" EMBEDMENT I <br />w/ 25" E . ABOVE SLAB. I 4 <br />GRADE 40 STEEL <br />I I C.J. 1 <br />HVAC CHASE ■ <br />BASED ON - — — — <br />LOCATION 3'1M PROVIDE 1 1/2" <br />RECESS FOR SGD <br />■ i I I I 1 S3 REFER TO MASONSI <br />SCOPE FOR WIDTH. <br />I I (n <br />■ <br />(' O11d 1 <br />1 <br />I I 'no N <br />L� I <br />I I <br />• 1- _ f C.J. - - - -7-� <br />r I <br />13'-8Y„ <br />3Y2" MIN. 3000psi CONC.— <br />SLAB FOR HERNANDO I 1 <br />d COUNTY ONLY. 3Y2" MIN. <br />2500psi CONC. SLAB I ■ <br />■ OVER 6 MIL VISQUEEN <br />II VAPOR BARRIER <br />I <br />GG TYP U UI <br />S3 I <br />III I I <br />■ III i I <br />L_ <br />7'-3" 1'-0„ <br />`r <br />■ <br />PLUMBING <br />_J <br />1 <br />STACK --,I <br />I GG <br />S3 _ o <br />`rr <br />13-1" cO <br />STUB UP <br />TO 2ND <br />FLOOR <br />LFOR I— <br />A/C <br />�J —a — — — — <br />-- <br />0 <br />ip <br />M <br />-v <br />I \ <br />w~ C <br />r z 1 S3 <br />2OW 1 179" <br />>Jca I oQw <br />■a� 0< <br />J V <br />xU <br />>w <br />■ <br />I <br />CS <br />CS <br />TYP. @ <br />c� SINGLE <br />r STORY <br />■ I <br />A I <br />S3 I <br />1 <br />(2) #5 VERTS Win <br />FILLED CELL <br />/ --- — — — — — — — — <br />V-8" <br />16'-0" <br />19'-4" <br />-3 <br />J <br />73 <br />■ <br />I <br />.J. — �—■ <br />3'-0" — — I <br />2'-6" x 2'-6" x <br />V-0" w/(3) I <br />rrrrirr#5's E.W. <br />irrlrfft f <br />rn I <br />1/2" K <br />S3 <br />1 iv <br />1 4 l <br />PROVIDE 1/2" X 9 I N 3-11' 1'-6 <br />1/2" RECESS FOR ■ <br />FRONT DOOR o -4" I <br />w' �I <br />TOP OF CONC./ OJ <br />PAVER TO BE 4" T <br />BELOW FIN. FLR. I ■ M — <br />4,-4„ 1, " <br />co <br />I � L <br />I S3 <br />■ TYP. @ <br />w ENTRY <br />a I <br />O <br />U <br />I <br />o <br />(2) #5 VERTS w/in <br />FILLED CELL J <br />■ <br />V-8" <br />5'-8" <br />2'-6" x 2'-6" x <br />1'4' w/ (3) <br />#5's E.W. <br />�t <br />14 <br />00 00 <br />00 <br />N <br />in <br />Ur) <br />0 <br />� 1 oQ <br />'It in <br />2'-6" x 2'-6" x <br />1'-0" w/ (3) <br />#5's E.W. <br />�f o <br />Uz <br />O <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 8 TERMITE NOTES. BORATE / BORACARE <br />TREATED LUMBER IS AN ALTERNATE TERMITE PROTECTION TO SOIL <br />POISONING <br />MONOLITHIC FOUNDATION — ELEV—A <br />SCALE. Ya"=1'-0" <br />M <br />N <br />0 <br />c <br />cc <br />— <br />� <br />m <br />a <br />O ✓ CJ <br />G .vmN <br />ax <br />N a, C7 r9 <br />C'V Y <br />�d <br />d Q :5 C <br />>E�� <br />u '3 eo <br />A <br />"e c <br />o <br />d U <br />,,,`,11�11l11!! <br />.••• <br />•' <br />• <br />,CGS" '�, <br />J <br />`� G <br />O[ <br />• <br />�hLC) <br />pi O�7 <br />To the best of the Engineers knowledge, information and belief, <br />the structural plane and specifications contained within these <br />drawings comply with the 2020 Florida Building Code - <br />Resident el 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 />W <br />Q <br />0 <br />N <br />C�M0� <br />M <br />d <br />2 <br />� U! <br />° <br />—gC,0 �0 <br />mN� <br />W <br />Z <br />ILLLW <br />� c�z d <br />Z <br />OU L) <br />Z, <br />Z <br />Z <br />a _ <br />$N <br />Cz- <br />O <br />� $ <br />_(D" <br />In <br />(n <br />C <br />� a <br />A <br />_W <br />o <br />N <br />w <br />2 <br />J <br />ti <br />ao <br />a4zo <br />�R <br />a <br />E U <br />~ <br />o0. <br />Z <br />C <br />NM <br />d i <br />dh <br />s0 <br />°�o <br />04 <br />ix� <br />u�gO <br />CnC <br />.8 <br />g� <br />iz <br />z <br />� J <br />b <br />�y <br />d <br />W LL <br />a <br />N W <br />W <br />ir <br />Wa <br />�o <br />p <br />J <br />>M <br />rn <br />B <br />m <br />c9 <br />co <br />0 <br />< <br />(n m <br />CON <br />� <br />= <br />LO <br />� <br />0 <br />-a <br />� <br />'n <br />C7 04 <br />0) <br />O <br />LO <br />N <br />Q <br />T <br />ui <br />M N <br />o <br />Z <br />O <br />y <br />m <br />a <br />U J <br />C <br />-� <br />JOB <br />NO: <br />22-12358 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />5 <br />