Laserfiche WebLink
C <br />NOTE: <br />• WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS <br />PREVALENT AREAS, APPENDIX "F" OF THE FBC 6th EDITION (2017) <br />BUILDING IS TO BE IMPLEMENTED. CONCRETE STRENGTH IN THESE <br />AREAS TO BE A MINIMUM OF 3000 P.S.I. THEREFORE, ANY AND ALL <br />NOTES ON THESE PLANS THAT INDICATED 2500 P.S.I. SHALL BE <br />REPLACED WITH 3000 P.S.I. FOR THE CONCRETE 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 />LLI <br />N <br />CL <br />4'-0" T-10" 4'-8" k 4'-8- le 5'-2" It 5'-10" f <br />t I CONTROL JOINT DETAIL <br />................... ........... .............. i,7 .. 7.. ........ <br />AN <br />I . ........... .......... .............................. <br />3-1/2" MIN 2500 PSI CONC I <br />I• t I <br />SLAB OVER 6 MIL VISQUEEN <br />VAPOR BARRIER I <br />; ■ <br />o <br />(3000 PSI CONC. SLAB FOR <br />0'-0" HERNANDO COUNTY ONLY) <br />T <br />13 - CJ T-2" CJ 1 CJ <br />T11 -I <br />rf7 <br />CJ CJ <br />co <br />� <br />, <br />I I .■ <br />= <br />te <br />M <br />0 <br />&0.-0" <br />_....... <br />N <br />--------- —.:: <br />................................... <br />•..•••• <br />c <br />A <br />CJ TCJ CJ <br />IT <br />111 I�• °Q <br />11 K (2) #5 REBAR <br />S3 <br />i o VERTICALS w/ in <br />I I I I <br />t j 118" I: I FILLED CELL <br />III <br />23'-11 " 2'-10'. <br />s <br />I I I = <br />G <br />O K <br />� <br />in <br />12'-6���'-6"x1'-0" b" <br />I W/ 3-#5 E.W. S3 CJ __ _ s�NL<�r(DISP <br />�F---D.W-- I N <br />' 1 i <br />t AND I I I I CHASE TO <br />Ell <br />{ �l :III I J <br />■ LOW WALLS SKITCHEN <br />.I............ � •• IL=--� IISLAND <br />.I........... <br />L---_----_-- - _-_ <br />• ; <br />t I S3 <br />- EDGE OF SLAB2" <br />; — r — — III I _I <br />(— � <br />t t <br />•• •t BEYOND WALL <br />c� <br />oo <br />CJ I — — — — — CJ CJ <br />I <br />I _ CJ r- <br />I <br />N <br />in <br />4'-0" <br />C, <br />I S3 <br />:: <br />:: I' : <br />5'4" 3'-8" 7'-8" <br />OPT. D <br />41_.. I::-31/2" SLOP <br />I 1 37'-52" I <br />121'-2a" <br />F <br />32'-8j" <br />5 3 112" <br />(2) #5 REBAR <br />— • • VERTICALS w/ in I <br />I <br />= <br />� <br />' <br />'� <br />o <br />I L <br />I PROVIDE 1 Y2" RECESS `' <br />I HVAC CHASE I I <br />t\ \ ... FILLED CELL <br />BASED ON \ W H <br />LOCATION I. <br />I FOR SGD. REFER TO T <br />I <br />L TYP <br />MASON'S SLOPE FOR �-- <br />I WIDTH CJ <br />I I AJU---_------+—------- J <br />I: <br />— — — — — <br />: I INDICATES FILLED CELL w/ 3�0 <br />— — — .......... <br />CJ C L — ~ ■ ■ ■ ■ ■ ■ <br />N <br />AS <br />REQUIRED <br />0'-0" PSI CONC. GROUT FROM FT. TO <br />I �STEPS <br />I BEAM W/ (1) #5 REBAR VERT <br />I 2'-0" 4'.0" 2'-0" 6'-0" V-10" 5'-2" <br />I I io <br />01 <br />o <br />PER FIELD <br />CONDITIONS <br />I ABOVE SLAB TYP @ ALL <br />PLACES SHOWN HOOKED FTG. <br />r: TOP OF CONCJ PAVER TO BE 4' _ <br />31/2" SLOPE `t <br />= BELOW FIN. v <br />_ <br />CO <br />DOWELS 5" EMBED W/ 25" EXT. <br />"' PROVIDE Y2" x 9" N <br />"' <br />L — — — — — ABOVE SLAB "GRADE 40 STEEL" <br />— — — — — — — RECESS FOR FRT. DOOR ' <br />cv4 <br />................... .... I ........... i ................... <br />....... 111 p <br />q H.B.+ L <br />S3 S3 <br />T-O' TYP 2'-6" x 2'-6° " x T-0 <br />T-1 "L 5'-2p _ V-0" L 2'-9" L 5'-2" _ 5'-1" L 6'.4" _ 5'-0" j,-O„ W/ (3) #5'S E.W. <br />15'-0" <br />FOUNDATION PLAN MONO - ELEV-Al <br />SCALE: %4'=1'-0" <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 />-he reinf. bars shall be <br />:ont. around comer by cold <br />ending the bar w/ min. <br />bar lap of 25". <br />TYP. CORNER BAR DETAIL <br />SCALE: 3/4" = V-0" <br />ti � <br />• GEN <br />_ U <br />{J0. <br />O <br />-3t rid � <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 2017 <br />Florida Building Code - <br />Residential 6th Edition. Engineers signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineers signature and seal. <br />8 N to Cnp <br />O O N ik <br />5 <br />N N � t� tV LL <br />uj <br />aOr <br />r:N�_v UJ. LL a <br />M M W N <br />a <br />1033 <br />� U_ a <br />2 <br />Lim R ° o <br />J <br />W <br />�grnrn ¢ � <br />LO <br />N t)2 <br />O J <br />W <br />v ❑�❑ <br />Z <br />Z � <br />Q � <br />J <br />O4-J <br />LL <br />O <br />c <br />U <br />t <br />� <br />M <br />i <br />0 <br />W <br />zC7 <br />a� <br />�o <br />o <br />oz® <br />i <br />>� <br />42� <br />U <br />oa <br />UO <br />�U <br />°Z <br />O E <br />N <br />aF <br />o <br />� p <br />o <br />az <br />it <br />� w <br />Z <br />d r_ <br />(Q <br />C/) C <br />a <br />ZZ <br />° <br />zo <br />U <br />W <br />3o <br />NLL <br />O <br />w� <br />z1% <br />Ov 3 <br />.2N <br />� <br />c <br />M <br />00 <br />N <br />O <br />.-. <br />W <br />r <br />o <br />I oo <br />CD <br />r <br />T- <br />N <br />� <br />,- <br />' N <br />CO � <br />y <br />0 <br />z <br />E O <br />m <br />m <br />C <br />a <br />0 J <br />Q p <br />J <br />JOB <br />NO: <br />20-6580 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />6 <br />