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d <br />00 <br />7 <br />If 59'-4" <br />7'-2" 5'-2" 6'-0" 6'-0" 3'-0" 3'-10" 4'-0" 3'-10" 4'-8" 4'-8" 5-2" 5'-10" <br />H.B.+ <br />04 <br />It <br />v <br />_ <br />{ j <br />3-1/2" MIN 2500 PSI CONC I <br />. • • • • • I 1 I <br />" <br />SLAB OVER 6 MIL VISQUEEN I <br />VAPOR BARRIER <br />I ; ■ <br />(3000 PSI CONC. SLAB FOR 0'-01, <br />HERNANDO COUNTY ONLY) <br />ciao <br />•- <br />■ 13'-54" CJ 7'-2" CJ 4L1 C° CJ <br />— I tV <br />CJ CJ LO <br />iio <br />, <br />� 1 <br />° , I o0 <br />I , <br />............... .. <br />................ . <br />0'-0" <br />al <br />r _: <br />--_ <br />CJ CJ CJ <br />1 I 00 <br />(2) #5 REBARoVERTICALS <br />tn <br />w/$FILLED <br />= <br />CELLI <br />lII <br />23'-11" 2'-10" 4'-1" ��,'� <br />1 { I: <br />2'-6" <br />I <br />G I : I IN <br />o <br />i I: <br />O I I <br />= <br />b <br />' <br />M <br />I S3 JIIRK / DISP --- <br />1 -2' E.W.O„ CJ I r—�D--_ I— --i i t <br />W/ <br />' LOW WALKITCHEN L SLAND I I I C C I CHASE TO <br />■' �0 <br />�............ — — — I ISLAND <br />11 K <br />1 1 I S3 I <br />1� L ;III J <br />» I I S3 <br />v <br />= r <br />—'----I III I <br />�— <br />I _ <br />in <br />o� T <br />4 <br />CJ I — — — — — —J CJ CJ <br />:: CJ T <br />N <br />' IG <br />I <br />I S3 <br />:: OPT. W : -3 1/2" SLOPE <br />I 137'-q" I <br />121'-2i" <br />I 5�31/2" <br />— —� VEERTICALS w/ in <br />"' <br />L <br />S3 <br />I PROVIDE 1 YZ' RECESS �: <br />FILLED CELL <br />HVAC CHASE I' ' W.H. <br />FOR SGD. REFER TO rn <br />I <br />I •- <br />BASED ON <br />TYP <br />L TY <br />MASON'S SLOPE FOR <br />I WIDTH I <br />I LOCATION AHU----------+—------J <br />I: ' <br />= <br />— — — — — — <br />: CJ INDICATES FILLED CELL w/ 3000 <br />14 <br />— — — —. <br />........... -:-A - - <br />CJ C L_ — ~ ■ ■ ■ ■ ■ ■ <br />N <br />STEPS AS <br />REQUIRED <br />I �0'-0" PSI CONC, GROUT FROM FT. TO <br />I 2 4'-0 2'-0' 6 1-10 5'-2" <br />PER FIELD <br />I BEAM W/ (1) #5 REBAR VERT <br />I I = -0 -0 <br />_ <br />= <br />CONDITIONS <br />ABOVE SLAB TYP @ ALL <br />PLACES SHOWN HOOKED FTG. <br />r: TOP OF CONC./ PAVER TO BE 4" <br />-3 1/2" SLOPE <br />BELOW FIN. FLR. <br />'t' <br />: ( DOWELS 5" EMBED W/ 25" EXT. <br />U') PROVIDE %2' x 9" <br />+ — ABOVE SLAB GRADE 40 STEEL <br />— — — — RECESS FOR FRT. DOOR�N' <br />...... <br />�t — o <br />7'- <br />L <br />S3 <br />TYP <br />2'-6" x 2'-6" x 1'-0" <br />W/ (3) #5'S E.W. <br />FOUNDATION PLAN <br />SCALE: ,V4'=1'-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 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 />CONTROL JOINT DETAIL <br />SCALE: 3/4" = V-0" <br />-#5 CONTINUOUS <br />REINF. SEE FIND. 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 c <br />Z <br />Z <br />¢ <br />a <br />Q) +_J w <br />•V o <br />Ow <br />YZ U <br />W <br />E <br />m N <br />M <br />= 8 <br />�3 <br />a M <br />� O N <br />U <br />U. <br />d <br />—6. <br />_ N <br />Z `Z Fi <br />Lu <br />�Ul <br />= d a o <br />z00in <br />LL Z H� � <br />tti8 // A <br />IW ,���1> <br />��` / , . 4� u <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 />Residental 8th 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 2001 Tampa, FL 33607 <br />www.LennarTampa.com <br />w <br />za <br />ZQ <br />J <br />gEdU <br />U <br />w <br />J <br />FF <br />Z <br />Ce <br />/"1 <br />IO <br />a <br />0) <br />O <br />V <br />O <br />Z <br />W <br />Oro <br />_ <br />Z <br />Z <br />J <br />'"I <br />Ln <br />W <br />0 !j <br />z <br />W <br />E <br />Z8 <br />� <br />N <br />Z <br />ZQ <br />t <br />lu,, <br />O <br />00 <br />Q <br />J G <br />1-'4 <br />SCALE : AS NOTED <br />DATE : 10/29/2018 <br />TECH: MJAMES <br />VERSION NO. 4nO <br />SHEET NO. <br />6.0 <br />