Laserfiche WebLink
4„ <br />H.B. <br />TYP <br />L <br />S3 <br />2'-6" x 2'-6" x V-0" <br />W/ (3) #5'S E.W. <br />% <br />N <br />0 E E &A <br />r INDICATES FILLED CELL w/ 3000 <br />PROVIDE %2' x 9" `" (2) #5'S <br />c <br />PSI CONC. GROUT FROM FT. TO <br />BEAM W/ (1) #5 REBAR VERT <br />RECESS FOR FRT. DOOR <br />31/2" SLOPEI <br />10 TOP OF CONC./ PAVER TO BE 4" <br />q <br />rn <br />io <br />;n <br />STEPS AS <br />REQUIRED <br />I ABOVE SLAB TYP @ ALL <br />0' 0" PLACES SHOWN HOOKED FTG. <br />BELOW FIN. FLR. 2'4" 4'-0" L 2'-0" 1. 6'-0" 4'-6" 2'-6" <br />I is <br />PER FIELD <br />CONDITIONS <br />I DOWELS 5" EMBED W/ 25" EXT, <br />CJ ABOVE SLAB "GRADE 40 STEEL" <br />— — — — — <br />CJ C <br />— — — _•-----:-:.�.—. :■ Sao■ ■ ■ ■ ■ <br />TYP <br />I PROVIDE 1 Y" RECESS I <br />FOR SGD. REFER TO - <br />I HVAC CHASE AHU <br />;0i <br />o <br />r <br />L <br />S3 <br />I <br />I MASON'S SLOPE FOR <br />WIDTH S <br />I <br />BASED ON I <br />LOCATION I W H <br />i I• <br />"' <br />I I i {_ • • I (2) #5 REBAR <br />�3 112" <br />I 32-84" <br />`� 4'-8$" VERTICALS w/ in <br />FILLED CELL <br />L <br />I <br />— — <br />37'-N" 21'-24„ <br />3'-8" I -8" I <br />I SLOPE5,4. <br />� ? <br />4'-0" <br />I G <br />; ; OPT. D I: ; <br />_ <br />rn <br />I S3 <br />I CJ I — — — — — —, I CJ------_ _ CJ I <br />t.............IT I —�'' ---- <br />• r i7 II L - - -_ _ - _ _ _ _ _ I - -7"F <br />— — — — — — — — <br />}. y <br />b <br />o <br />04 <br />KITCHEN ISLAN I i _ _ _ i <br />i CHSE <br />LOW WALLS � <br />II I I <br />� I . I' ' S3 <br />o <br />D.WljJ <br />I W/ 3-#5 E.W. CJ LL`=— <br />l 1 I K <br />G ; SINK w/ DISP <br />M <br />I S3 it <br />I I 2'-6" I <br />1} O S3 I <br />j ; I <br />o <br />o <br />I <br />• 23'-11" 2'-10" 4'-14" <br />j (2) #5 REBAR <br />i�l <br />I CJ Li �Cj <br />° K VERTICALS w/ in <br />FILLED CELL <br />I <br />}0 <br />°° <br />1 I ; <br />/ <br />Ci Ci <br />ci +CJ <br />/ <br />I <br />3-1/2" MIN 2500 PSI CONC 0'-0" <br />q <br />SLAB OVER 6 MIL VISQUEEN <br />VAPOR BARRIER I : ■ <br />PSI CONC. SLAB FOR I <br />(3000 <br />^ <br />I } 1 <br />HERNANDO COUNTY ONLY) <br />I <br />1 <br />' 11 <br />L------�—---- ---- — ----I-- <br />I • <br />— —.--- -------- —I--------- <br />v <br />:r. . ■ . .: . .... . . . . . . . . . . . . .� . .�. .:.: <br />.. .. . . . . _ . �.,. �. . :. .. . :. �. . ■ <br />H.B. A <br />S-O" S3 <br />7'-2" 5'-2" 6'-0" 6--0" <br />X-O" L X-10" L 4'-0" L 3'-10" L 4'-8" L 4'-8" I. 7'-8" I_ 3'-4" <br />c <br />FOUNDATION PLAN <br />SCALE: 1/4"=1 r-0" <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 />VVWF PLACED IN <br />1/8" SAWCUT x 1/4 SLAB <br />UPPER 1/3 OF SLAB <br />THICKNESS WHERE <br />OR FIBERMESH <br />SHOWN ON <br />REINF. SEE PLAN. <br />FOUNDATION PLAN <br />< w <br />W <br />co <br />CONTROL JOINT DETAIL <br />SCALE. 3/4 = 1-0 <br />•�� <br />;may• , <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 />0 <br />U � <br />Z M <br />— o <br />Z <br />Q <br />a <br />Z <br />N U <br />cn <br />w <br />O"' <br />cn <br />s <br />U <br />�p <br />m N <br />W <br />~ <br />N M <br />C 'a <br />_ <br />04 <br />O <br />UU- <br />� <br />�Q d <br />B D. <br />N C " <br />T <br />N N <br />8Q o <br />1Z Z � � a <br />U) <br />LU & V R4 a <br />110 W V ¢�� <br />�-N <br />L is C,- <br />W <br />1 'r�'' n <br />N � r <br />_J <br />4U�.^�...`Oy <br />�/��r�ttirll�i�E��� <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 Florida Building Code - <br />Residential 6th Edition. Engineer's signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineer's signature and seal. <br />LENNAR <br />4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 <br />www.LennarTampa.com <br />a <br />aim <br />¢aa� <br />Z <br />�Z�U <br />!3 H <br />^J <br />8 <br />Z <br />0 <br />L O <br />"pp Li® <br />L <br />� <br />Q <br />Lu <br />2Z <br />O <br />� V <br />i Z <br />> <br />A <br />Z <br />a <br />C <br />I <br />CU <br />O <br />O <br />;d <br />("' <br />�- <br />�LU <br />U <br />0 <br />0 <br />oz <br />a8 <br />J <br />�0 <br />LU <br />Z <br />Z <br />'"'I <br />BOLL <br />0 <br />-J <br />Ln <br />C <br />Q <br />W <br />Z <br />— <br />8 <br />,� p <br />�z <br />fV <br />to In <br />Z Z <br />U <br />o <br />M <br />W <br />C' <br />g <br />LJJ <br />aW <br />o <br />o <br />SCALE : AS NOTED <br />DATE : 08/07/2019 <br />TECH: FM <br />VERSION NO. 4v0 <br />SHEET NO. <br />6.0 <br />