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, <br />, <br />I <br />VWUF PLACED IN 1/8" SAWCUT x 1/4 SLAB ;1 ; it a •r #5 CONTINUOUS <br />'�; �," .: • :+ '; ' _ REINF. SEE FND. FOR <br />UPPER 1/3 OF SLAB THICKNESS WHERE QUANTITY <br />OR FIBERMESH SHOWN ON ; . #5 X 25" X 25" CORNER <br />REINF. SEE PLAN. FOUNDATION PLAN ; '=:•'; I , ;" <br />BAR ONE FOR EA. <br />%.Y .;. <br />HORIZ. REBAR, TYP. <br />w �.ri;r U.N.O. <br />ED <br />`n a .. r ' Itern ft <br />The e'n . bars shall be <br />• cont. around corner by cold <br />bending the bar w/ min. <br />bar lap of 25". <br />CONTROL JOINT DETAIL <br />SCALE: 3/4" =1'-0" <br />TYP. CORNER BAR DETAIL <br />SCALE: 3/4" = 1'-0" <br />PLUMBING t <br />SECOND FL <br />25'-0" <br />16-8" <br />6141 <br />18'-8" <br />26-0" <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 />-DISONING <br />FOUNDATION PLAN -A <br />SCALE: Y4'=1'-0" <br />V2 <br />C%a <br />co <br />-o <br />1� <br />as v <br />j i W <br />t <br />cc <br />p <br />ci o�. e� Co <br />C 10 C..)N <br />'! <br />_WC co sc <br />LA.. G <br />y <br /><0 P <br />w <br />a� E ., <br />d«a <br />m m d � <br />a •e v m <br />N G <br />t <br />w E <br />C <br />� o <br />d U <br />R0Aftv <br />E <br />•,•^ <br />F L V� <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 />Residentlel 7th Edition. Engineer's signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineers signature and seal. <br />W <br />E <br />W <br />y r, <br />N M V N LL <br />LL <br />� <br />� <br />0 0 <br />J <br />�tiLL a <br />R., <br />Z <br />0: <br />T <br />t14 �� <br />W_ <br />m w <br />ZN <br />Ci M Z d J <br />O U <br />rvi� <br />W <br />❑❑ <br />v, <br />(D <br />Z <br />Z � <br />Q � <br />rz � <br />Wul <br />N <br />Z M <br />V <br />•V <br />W <br />f� <br />Ow <br />Ul <br />c <br />w <br />c � <br />Q, <br />r• <br />o <br />M <br />E <br />Q <br />0 <br />I— t0 <br />�z <br />06 <br />o <br />U <br />$ <br />ca E <br />Q�� <br />S i <br />z <br />L <br />ro <br />c <br />S <br />�; <br />o& <br />. <br />v� <br />?� <br />z <br />m J <br />�m <br />8 � <br />o� <br />w <br />3�� <br />aZ <br />�w <br />LLI <br />o <br />w <br />Mill <br />cw� <br />§gT°i <br />c Q <br />2 <br />� <br />J <br />O <br />d' <br />N <br />3 <br />co Lr) <br />M <br />aLO <br />a�N8 <br />N <br />m <br />N <br />4-a <br />0 <br />LO <br />(0 <br />cc <br />N <br />N <br />0) <br />Lo <br />T <br />Q <br />M N <br />r <br />m <br />L• <br />(fl <br />o <br />Z <br />z <br />E M <br />:? <br />v <br />c <br />JOB <br />NO : <br />23-00513 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />5 <br />