Laserfiche WebLink
L0 <br />LO <br />19 <br />j� <br />LO <br />L0 <br />Cr <br />C14 <br />K) <br />C> <br />C.0 <br />to <br />Lo <br />LO <br />P <br />0 <br />C-11 <br />tR <br />rL <br />E <br />E <br />0 <br />-41 <br />W <br />LZ <br />E2 <br />E <br />t2 <br />r <br />C-4 <br />cm <br />z <br />CL. <br />C�. <br />59-4- <br />VERIFY METER <br />LOCATION WITH <br />BUILDER <br />........... ........... ...... ........ ............ <br />............. .......................... ................... <br />Ma <br />Z-61 x Z-6" x 1'- 11 <br />Tv <br />-ji I <br />VVI (3) #5'S E.W. <br />3-1/2" MIN 2500 PSI CONC <br />F- <br />SLAB OVER 6 MIL VISQUEEN <br />VAPOR BARRIER <br />(3000 PSI CONC. SLAB FOR <br />HERNANDO COUNTY ONLY) <br />r�zlco <br />. . . . . . . . . . . . . . . . . . <br />. . . . . . . <br />C, , ) <br />13 ��Tcj T-2' CJ --CJ <br />Ci ci <br />LO <br />C? <br />Ce) <br />. . . . . . . . . . . . . . . . . . <br />. . . . . . . . . . . . . . . . . <br />L 01-01, <br />60 <br />C� <br />4-- <br />Ci ci ci <br />-7 'M <br />I i <br />o? <br />1 7 <br />i <br />(2) #5 REBAR <br />I <br />VERTICALS W/ in <br />118 <br />ur? <br />ill FILLED CELL <br />23'-11 2'-10" <br />KITCHEN ISLAND L. 2--6" 01 <br />G LOW VVALL� <br />S3 5AIK w/ al -�RP <br />2'-6"x2'-6"x1'-lO" CJ-- :F- F-- <br />W/ 345 E.W. ::I OPTREF. I ID W <br />I I I I r) ICJASETO <br />L -i L -il <br />V-L= <br />11' F- EDG E 0 F SLAB 2" to -j**N <br />\Z3 <br />C, <br />........ LL-1 ISLAND <br />I r <br />BEYOND WALL <br />t <br />— — — — — — -ED <br />9 <br />ci Ci Cj <br />P Cj <br />I IF I I - - - - <br />�2 <br />CN <br />4'-0" <br />&PT! OPT, D <br />'M 5' -4" T-87 T-8" <br />SLOPE <br />4--10" 1 -3 1/2' <br />1 1 3T-521" <br />'00 <br />21'-23" <br />4 <br />32'-843" <br />4'-85 <br />8 <br />5�3 1/2"' <br />OP <br />1� <br />PROVIDE 1 Y2" RECESS I <br />FOR SGD. REFER TO <br />MASON'S SLOPE FOR <br />I HVAC CHASE I . ......... (2) #5 REBAR <br />BASED ON VERTICA LS w/ in <br />H.\ <br />\Z3 <br />WIDTH <br />LOCATION <br />L TYP <br />-4- Ci <br />Al <br />I ilu <br />f <br />-4 - - - - - - - <br />INDICATES FILLED CELL w/ 3000 <br />........... <br />-3 L- --J - -0 M M M M I p M <br />Ci J. . . 0 . <br />I <br />n, <br />STEPSAS�--1111111: <br />REQUIRED <br />I--- <br />PSI CONC. GROUT FROM FT. TO <br />&0141 1 BEAM W/ (1) #5 REBAR VERT <br />2-- 6" <br />3'-8" 4" 6'-0" 4'-6- <br />0 <br />PER FIELD <br />CONDITIONS <br />ABOVE SLAB TYP @ ALL <br />PLACES SHOWN HOOKED FTG. <br />TOP 011011,/ PAVER TO BE 4' <br />BELOW FIN. FLR. & -3 112" <br />DOWELS 5" EMBED W/ 25" EXT, <br />"GRADE <br />- SLOPE <br />U') PROVIDE Y2" x 9 Y2"' (2) #5-S <br />LO <br />ABOVE SLAB 40 STEEL" <br />L — — — — — --4— <br />RECESS FOR FRT. DOOR <br />M <br />........ .... ..... .................... <br />... * , , * , , ....................... <br />-?J4 - AW <br />M <br />I jil <br />M. M <br />j M r <br />no <br />H.B� <br />T-1 <br />H-ro��ImEPA "I <br />-�ffi <br />6 <br />TYP <br />.5 <br />2'-6!'x 2-6" x V-O" <br />W1 (3) #5'S E.W. <br />400116 <br />FOUNDATION PLAN - ELEV-B1 <br />SCALE: Y4"=1'-0" <br />NOTE: <br />• WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS <br />PREVALENT AREAS, APPENDIX 'T" 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 I BORACARE <br />TREATED LUMBER IS AN ALTERNATE TERMITE PROTECTION TO SOIL <br />POISONING <br />VVWF PLACED IN —1/8" SAWCUT x 1/4 SLAS <br />UPPER 1/3 OF SLAB THICKNESS WHERE <br />OR FIBERMESH SHOWN ON <br />REINF. SEE PLAN. FOUNDATION PLAN <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. 0. <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 />C, <br />LLJ <br />C2-C= <br />cc C-) <br />M <br />L6 cl- <br />cc = Z <br />-= C-4 = <br />'A C= cc <br />C�4 <br />CD <br />C3 <br />QW, -12. <br />= C= <br />2 <br />tj <br />NNN <br />IAN- <br />e, s NJ <br />A <br />To the best of the Engineees 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, Engineees signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineers signature and seat. <br />E <br />8 <br />U <br />'N CD <br />a, -W Cc: <br />0 <br />— �; .5 . <br />N 0 <br />c:: <br />z <br />CIL <br />CU U- <br />uj <br />C <br />'Cu <br />:5 co <br />0 <br />W <br />z <br />LL <br />(0 <br />0 'C� C! <br />LO 0 Z <br />a <br />N < g 0 <br />do <br />z <br />W <br />W <br />0 <br />QD cq <br />V) <br />4--J <br />0 <br />LL, <br />U) <br />U <br />L—,u <br />E <br />> <br />ID <br />(0 <br />Cl) <br />E <br />E <br />F, 20 <br />< R <br />z <br />—2) <br />10 <br />00 <br />z <br />CD E <br />C14 <br />v <br />, C: <br />C: <br />0 <br />0, <br />Z <br />z <br />0 <br />01 <br />z <br />n <br />U) <br />o W <br />z Z <br />00 <br />z <br />W <br />x <br />6. <br />z <br />Mj <br />C:) <br />(0 <br />l, � <br />0 <br />[.0- <br />L , <br />z < <br />> (0 <br />L0 <br />LO <br />03 <br />F— <br />0 <br />CID 00 <br />CN <br />:3 <br />cr <br />CY) <br />C:) <br />CN <br />M <br />U) <br />< <br />0 <br />V) <br />4- <br />C14 <br />M C) <br />0 <br />-0 <br />LL !��! <br />0) <br />-0 <br />T— (d <br />0 <br />LO <br />< <br />co <br />0 <br />M <br />z <br />E <br />LD <br />E <br />0 0 <br />0 <br />-0 <br />< <br />JOB <br />NO: <br />22-12364 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />6 <br />