Laserfiche WebLink
c <br />c <br />v <br />ME& <br />H.B. t <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 z <br />43'-0„ U g <br />@2 fRY <br />■. ............... ...... ......... .......... . ............. ..... .............................. <br />AC PAD AC PAD�� <br />r <br />3 <br />5'-4" v 16'-3° <br />TYP @ 2 STORY <br />o0S <br />T <br />I HVAC CHASE <br />.. <br />_ BASED ON — <br />i ; <br />S6 <br />■ ; LOCATION <br />INDICATES FILLED CELL w/ 3000 <br />PSI CONIC. GROUT FROM FT. TO <br />I BEAM W/ (1) #5 REBAR VERT <br />r <br />ABOVE SLAB TYP @ ALL PLACES I <br />N <br />5�L • • • • • • • r t SHOWN HOOKED FTG. DOWELS 5" <br />19i 0- �_— I -�s 1 I EMBED W/ 25" EXT. ABOVE SLAB <br />Q <br />r } Ci "GRADE 40 STEEL" <br />N <br />;n <br />CJ <br />�� <br />'�� II <br />GG ��� I : <br />S3 '�''� PLUMBING LINE <br />Co <br />, <br />I I I I I STUB UP TO I TO SECOND I <br />'-0" ' FLOOR 7a„ <br />�' <br />A.■ <br />r <br />2ND FLOOR -9" <br />FOR A/C ..... ■ <br />.. <br />— <br />2'-6" x 2'-6" x 1'-0" <br />t <br />I I : ■ <br />3TOP <br />W/ (3) #5'S E.W. <br />M <br />1T-h4" I I <br />I <br />(2) #SS <br />OF CONC./ PAVER TO BE V <br />■ . 0'-0" <br />L <br />S3 4 <br />BELOW FIN. FLR. <br />I I PROVIDE Y2' x 9" <br />1/8":1--0" I <br />SL PO E <br />2'-6" x 2'-6" x 1'-0" <br />J <br />TYP @2STORY S6 <br />I RECESS FOR FRT. DOOR <br />r--------- — ------ <br />-4 <br />W/ (3) #5'S E.W. <br />r <br />1 (2) #5 REBAR <br />( _ / BUILDER TO PROVIDE CC VERTICALS w/ in I <br />3-1/2" MIN 3000 PSI CONIC. I APPLIANCE PROTECTION S3 <br />N <br />N <br />(2) #5'S iv <br />�„ <br />FILLED CELL <br />0 <br />`1/ <br />`� <br />PROVIDE 1 Y2° SLAB FOR HERNANDO WHEN REQUIRED PER FBC <br />I I I I 2 STORY <br />0 <br />SLOPE <br />RECESS FOR COUNTY ONLY <br />I I I <br />&o <br />in <br />SGD. REFER TO 3-1/2" MIN 2500 PSI CONIC I <br />L <br />I MASON'S SLOPE SLAB OVER 6 MIL <br />S3 <br />L- <br />FOR WIDTH VISQUEEN VAPOR <br />I <br />— — <br />I BARRIER I I <br />I <br />■ ; I EDGE OF SLAB 2" <br />�? <br />STEPS AS <br />REQUIRED PER <br />FIELD <br />CONDITIONS <br />: I CHASE I BEYOND WALL <br />TO <br />KITCHEN ISI ISLAND <br />: I LOW WALLS ND I I I E <br />'n <br />4'-0" <br />SL <br />-- ------- - — — — — — — <br />F <br />I <br />ru =— — I— <br />o <br />ZD <br />1 I o I I +CJ <br />■ I <br />iJ <br />illrai, L 41 <br />I I J <br />o <br />_ <br />b <br />1r 1— — — — -------� <br />IILill S3 <br />ILL <br />JJ I —3 1/z" <br />_ <br />• <br />■, I o <br />I b. (2) #5 REBAR <br />I CC <br />r VERTICALS w/ in <br />S3 <br />in FILLED CELL <br />o <br />L� I12 STORY <br />6,-4„ <br />J <br />S6 TYP @ 2 STORY <br />4' <br />FOUNDATION PLAN <br />SCALE: %4'=V-0" <br />CONTROL JOINT DETAIL <br />SCALE: 3/4" = V-0" <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 />SCALE: 3/4" = V-0" <br />r ai <br />�n <br />17, <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 <br />Florida Building Code - <br />Residential 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 />rs <br />W <br />co <br />F <br />Q <br />v r� <br />o :WM <br />04 J <br />� <br />ci <br />c <br />� C � •J LL <br />co a <br />of <br />rn r` t: J W <br />No LL a <br />y•': <br />J LL LL a w <br />p <br />Z <br />_ <br />L f0 0 <br />M <br />W@ <br />N o O <br />cp <br />Z <br />IL <br />co, 0 <br />N Cl) Z x O <br />U U <br />Z <br />J' W <br />O <br />❑❑❑ <br />N !•J <br />Z � <br />Z <br />J <br />�In <br />-J <br />U <br />w <br />C� <br />U <br />O <br />N <br />,,. <br />c v <br />.) <br />� <br />C <br />Y <br />N 0 <br />w <br />M <br />$o� <br />z <br />f <br />Q <br />E <br />a. E <br />E U <br />_® <br />oa <br />F— N <br />R0 <br />U0 <br />CL <br />o E <br />&o <br />&z <br />az <br />N n7 <br />a <br />¢ <br />Zc/ <br />in c <br />v <br />J <br />N'<w <br />a <br />g <br />Z <br />W <br />C <br />o <br />�k <br />EE <br />=2 <br />ao <br />cQ�D <br />c <br />ila <br />° 3 <br />�� <br />> (o <br />J <br />ai <br />rn <br />m <br />m <br />L <br />� <br />c <br />M <br />c.1 <br />M <br />Q <br />110 <br />U <br />C0 <br />Lo <br />co <br />N <br />= M <br />oo <br />r <br />c°'o <br />N <br />.. <br />E <br />c <br />o <br />M <br />Z <br />Eco <br />c <br />a <br />U <br />Q p <br />c <br />42 <br />JOB <br />NO: <br />21-1068 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />6.0 <br />