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4'-0" 1, T-10" 1. 4'-8" <br />3'-11 <br />0�, <br />1 A <br />H.B� S3 <br />4 <br />T-1 <br />. in <br />H.B. <br />L <br />S3 <br />TYP <br />2'-6" x 2'-6" x 1'-0" <br />W/ (3) #5'S E.W. <br />15'-0" <br />FOUNDATION PLAN MONO - ELEV-B1 <br />SCALE: %4'=1'-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 />POISONING <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 />w <br />El - <br />CONTROL JOINT DETAIL <br />SCALE: 3/4" = V-0" <br />.It <br />�.. <br />:., <br />45 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 />SCALE: 3/4" = V-0" <br />o w t �F <br />``' <br />�- o <br />:A�z• <br />Cam• <br />Bag <br />y R <br />tC.eF <br />e4 <br />`� <br />S <br />g'•�. ga <br />� <br />®g.g <br />i€{/f€tdlttLE <br />To the best of the Engineer's knowledge, information and belief, <br />the structural plans and specifications <br />contained within these <br />drawings comply with the 2020 Florida <br />Building <br />Code - <br />Residential 7th Edition. Engineer's <br />signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineer's signature and seal. <br />0 <br />W <br />QO <br />0 <br />a E <br />M 8 Nr'-o <br />N <br />J <br />0 <br />7�ap N <br />f! <br />r�- ° <br />M y <br />J W a <br />LL <br />Q <br />J LL <br />0- � g <br />z <br />s�� <br />0 <br />ow0 <br />0o <br />p/ <br />W <br />w o _ <br />='@ � CO <br />O0 W <br />m O J <br />W <br />Z <br />IL <br />co 0¢aQ <br />N MZ <br />a <br />ofrn O <br />U�vvi <br />Z <br />OU <br />W <br />❑00 <br />Z N M <br />o <br />Z N <br />z o � <br />¢ Q <br />- N <br />M <br />V) <br />K� LL <br />a <br />OLjj <br />_ <br />o <br />N <br />�Ln <br />.) <br />f>3 <br />c <br />tll J <br />r-- — E <br />L <br />z <br />ca o <br />Q N <br />�� <br />CD <br />o <br />co <br />J <br />w <br />M <br />z2 <br />o <br />z <br />Q E� <br />o <br />E <br />a� <br />�z <br />a� <br />ze <br />oa <br />ct <br />F <br />Qo <br />X U <br />O ¢ <br />0 0 <br />j 0 <br />� <br />o E <br />CD <br />ao <br />¢0 <br />aZ <br />�W <br />CA <br /><z <br />OY <br />m0 <br />°, <br />Z <br />y O <br />Q W <br />t�i��z <br />C <br />oa <br />g° <br />555 <br />ao <br />a <br />W <br />� <br />o <br />w� <br />}° <br />� <br />z¢ <br />a <br />°U 'S <br />c 0 <br />` <br />L.n <br />J <br />0 <br />0 <br />rn <br />m <br />m <br />C� <br />L <br />N <br />c <br />0) <br />> <br />co <br />J <br />M <br />N <br />a <br />0 <br />p^I <br />m <br />4- <br />0- <br />co <br />= N <br />r <br />c0 O <br />N <br />LO <br />r <br />0� <br />n N <br />r <br />E <br />_ M <br />M N <br />o <br />cc <br />Z <br />M <br />E 10 <br />vi <br />r <br />Z <br />E <br />E <br />U -j <br />q p <br />-j <br />JOB <br />NO : <br />21-1073 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />6 <br />