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c <br />v <br />n <br />n <br />s <br />Q <br />a <br />A <br />H.B.YP @ 1 STORY <br />. S3 <br />U.N.O. <br />r <br />4 <br />I <br />* <br />\ <br />I 2'- _ <br />16'-0" � 6' 10".' <br />Cq <br />" <br />-31/2 <br />/DISP _ _ ( : I ; ; <br />----- <br />: I aQ <br />Ln <br />L <br />---—SINK <br />. <br />. F� ll o <br />\ ` I I D.W. I I I • • r <br />ili <br />III ih <br />A <br />S3 ro <br />o <br />L <br />_ " <br />L _ — = J _ _ — _ _ _ I CHASE TO ISLAND <br />I I <br />I I <br />I <br />TYP @ 1 <br />STORY U.N.O. <br />'- <br />■' <br />STEPS AS <br />REQUIRED <br />�. CJ L - - - - - - - - - - - - J CJ OPT.:: -I-PP CJ, <br />: PROVIDE 1 Yz RECESS \ \ <br />FOR SGD. REFER TO \ KITCHEN ISLAND REF. . , : ; ; • : • • • • • • • • • • • • • • • <br />CJ-I ■ <br />• • • • : ; : • ; ; 10'-10� <br />PER FIELD <br />I MASON'S SLOPE FOR \ LOW WALLS • • ' ' <br />a <br />c� <br />CONQITJONS <br />\ \ <br />WIDTH I\ \ I .:::.':.'.: I <br />`� <br />: ' ' : ' <br />o <br />,n <br />\ 16'-10" <br />I <br />12'-10" <br />\\ <br />INDICATES FILLED CELL w/ 3000 PSI `� \ <br />' <br />J... <br />._ <br />. . . . . . . . . . <br />I CONC. GROUT FROM FT. TO BEAM 1 `� \ HVAC CHASE I ....... :: : <br />W/ (1) #5 REBAR VERT ABOVE SLAB \ BASED ON SO.-O., TOP OF CONC./ PAVER T BE V <br />il\L <br />. . . <br />........ ■ <br />■ ■ ■ <br />■ 4'-0" <br />4-4- 4'-6" <br />TYP @ ALL PLACES SHOWN \ LOCATION BELOW FIN. FLR. <br />HOOKED FTG. DOWELS 5" EMBED <br />W/ 25" EXT. ABOVE SLAB "GRADE 40 `�` PROVIDE Y2' x 9" <br />SLOPE <br />STEEL" I \ \ I RECESS FOR FRT. OOR <br />L <br />v <br />o <br />\ \ 2'-6"x2'-6°XV-10 in <br />\ \ <br />I 4�� <br />S3 <br />" <br />25'-10g" \ 9'-51 8" W/ (3) #5 E.W. <br />F 16 5'-0" <br />I CJ CJ <br />\ K <br />co <br />TYP @ 1 STORY S3T <br />\ I CC <br />S <br />I <br />U.N.O. <br />S3 <br />(2) #5 REBAR <br />VERTICALS w/ in <br />T-6" x 2-6" x 1'-0" <br />: iv : <br />S-5" <br />FILLED CELL <br />7 4' <br />W/ (3) #5'S E.W. <br />I <br />21-6"x2'-6"X1'-0" G <br />I I <br />W/ (3) #5 E.W. <br />S3 I I OPT. D PT. I ; -3 1/2" I <br />� <br />SLOPE <br />m <br />.....I <br />O <br />................. <br />. <br />5'-3" 1'-10" T-6" I O s <br />I <br />n <br />II o <br />■ : — CJ ; ; CJ : — CJ <br />4 <br />Y <br />r I : <br />3-1/2" MIN 3000 PSI CONC. I I ' T-7j" 6-5" T-2" <br />ra <br />rn <br />SLAB FOR HERNANDO <br />I COUNTY ONLY <br />J <br />°Q <br />3-1/2" MIN 2500 PSI CONIC K <br />I SLAB OVER 6 MIL VISQUEEN <br />VAPOR BARRIER ''04 <br />35'-4" 20'-6" <br />■ , <br />I SO.-O., I <br />I :: I ' <br />BUILDER TO <br />PROVIDE <br />1 <br />(2) #5 REBAR <br />I <br />; ; <br />I <br />APPLIANCE <br />VERTICALS <br />4'-0" <br />12'-1" ; <br />O <br />PROTECTION <br />FILLED CELL <br />WH• <br />°P <br />I <br />WHEN REQUIRE <br />D <br />PER FBC <br />5'- <br />6' <br />A <br />S3 <br />TYP @ 1 STORY <br />U.N.O. <br />nN <br />5'nq <br />H.B. <br />T-1 j" <br />1'-4" 1 <br />T-1 <br />FOUNDATION PLAN <br />SCALE: 74'= V-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 />WWF PLACED IN r1/8" 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 />LW <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 comer 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 />Z � <br />Z <br />Z <br />Q <br />t1 <br />U) zClt^o, U <br />W <br />cn <br />♦•-J w <br />(D(10 <br />.O w <br />1120 <br />�— <br />mv� U <br />fM <br />N <br />�L� <br />U <br />o <br />Al I <br />BD. <br />N N <br />u) <br />au ° <br />toW <br />LLLU f <br />�� t <br />\>>��yR 0 0 <br />`FDSEIGG.CO ❑ ❑ <br />Q' �•t,S F ,Qo► <br />4;. <br />�d a'••. F L. •' <br />41 <br />Iv <br />t+ <br />r�%,,QRJr L ,a�O <br />x <br />To the best of the Engineers knowledge, Infonnadon and belief, <br />the structural plans and specifications contained within these <br />drawings comply with the 2017 Florida Building Code - <br />Residential 0th Edition. Engineers 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 />6 <br />s <br />CL <br />L <br />Z <br />0 <br />EIIL� <br />�® <br />z <br />a— <br />Q <br />� <br />z <br />W <br />0 <br />'O <br />d- <br />0 <br />LL <br />U <br />0*1 <br />Zo <br />0� <br />52 <br />� C <br />J <br />t <br />Q <br />a <br />Z <br />J <br />T—f <br />Ln <br />�-•� <br />W <br />t3 <br />�g <br />Z <br />O <br />Z <br />Z <br />yrj <br />2 <br />�LU <br />rn <br />SCALE : AS NOTED <br />DATE : 10/2/2018 <br />TECH: MJAMES <br />VERSION N0. 4v0 <br />SHEET NO. <br />6.0 <br />