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5,4„ 1,_9j„ 3,_2a„ 5'-0" 5'-0" 5'-10" T-0" A H.B. TYP @ 1 STORY S3 I U.N.O. -10" 1. 2-104„ . 5'-11N" on 4„ ■" "■ ■ ■" "■ ■ ■ ■ ■ ■ ■..: ■ ■................. ■ ■ ..... ...... ...... I I I •■ 0. I II -3 1/2" SINK DISP00 D.W. I I I aoco III S3 cv LO L, a L — — I \ I L- — — _ — _ CHASE TO ISLAND — - — — — — — ----- __— �_____ II o { I II TYP @ 1 STORY U.N.O. ■ — — — ` — } —a— I — — — — — — — — — �— — — — — — STEPS AS REQUIRED C PROVIDE 1 Y" RECESS L — — — — — — — _ — — — — CJ OPT' T �4 C I ; FOR SGD. REFER TO KITCHEN ISLAND REF. ::: '.: '. '. '. '. '. '. '. '. '. '. '. '. '. '. '.: CJ yl I : ■ ::.' 10'-101" PER FIELD .' .' . MASON'S SLOPE FOR LOW WALLS I Q CONQIT,JONS WIDTH \I` o En 16-10" 12'-10" , INDICATES FILLED CELL w/ 3000 PSI \ » .......:.......... CONC. GROUT FROM FT. TO BEAM HVAC CHASE I ................... r W/ (1) #5 REBAR VERT ABOVE SLAB BASED ON 0'-0" TOP OF CONC./ PAVER TO BE 4" :..:::: ■ :.... . ■ ■ TYP @ ALL PLACES SHOWN LOCATION BELOW FIN. FLR. HOOKED FTG. DOWELS! EMBED `� o 4'-0" 4'4" 4'-6" W/ 25" EXT. ABOVE SLAB "GRADE 40 PROVIDE Y2" x 9" SLOPE' �Q STEEL" RECESS FOR FRT. POOR M -v o 2'-6"x2'-6"X1'-O" FTG 10 I -4" S3 ; 25-10-1%" ` 9'-5t 8" W/ (3) #5 E.W. 5.0 • I in I �� —------- 4 CJ CJ I T_ \ r v TYP @ 1 STORY 83 I S3 CC :T A I °0 U.N.O. e S3 (2) #5 REBAR 2'-6" x 2'-6" x 1'-0" I clams AHU I I VERTICALS w/ in : cv . I FILLED CELL 7, 1„ W/ (3) #5'S E.W. 2'-6"x2'-6"X1'-0" �. b Cl)I C , G I W/ (3) #5 E.W. S3 I OPT. D PT. -3 1 /2" I. SLOPE _ 5-3"1'-10" T-6" 0 o an ■ : — CJ cJ — CJ 4 I ::. 3-1/2" MIN 3000 PSI CONC. : 2, 72„ 4 6-5" T-2" I SLAB FOR HERNANDO COUNTY ONLY 0o I 3-1/2" MIN 2500 PSI CONC `N K J SLAB OVER 6 MIL VISQUEEN I M� I S3 I S3 VAPOR BARRIER I ' iv 35•-4" 20'-6" ■ I :: • • I BUILDER TO : I PROVIDE (2) #5 REBAR I 0'-0., I APPLIANCE VERTICALS w/ in 4'-0" 12'-1" ' O PROTECTION FILLED CELL °Q I H. WHEN REQUIRED PER FBC ----------+— . .:. .:. --- .:. — -- --------�' . ..... . . . .. . . . . . . .. . . . . . . . .• . . . . . . . . . . . .. . . . . . . . . . � — -- — i--- -------J ■ ■ ■ ■ ■ A S3 TYP @ 1 STORY V-6" 5-78„ 6-4j" U.N.O. 6,_0„ U O N E R. 02 N W C. no DEG H.B,T FOUNDATION PLAN. NOTE: • WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS PREVALENT AREAS, APPENDIX "F" OF THE FBC 6th EDITION (2017) BUILDING IS TO BE IMPLEMENTED. CONCRETE STRENGTH IN THESE AREAS TO BE A MINIMUM OF 3000 P.S.I. THEREFORE, ANY AND ALL NOTES ON THESE PLANS THAT INDICATED 2500 P.S.I. SHALL BE REPLACED WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH • SEE SHEET SN FOR SOIL & TERMITE NOTES. BORATE / BORACARE TREATED LUMBER IS AN ALTERNATE TERMITE PROTECTION TO SOIL POISONING WWF PLACED IN r1/8" SAWCUT x 1/4 SLAB UPPER 1/3 OF SLAB THICKNESS WHERE OR FIBERMESH SHOWN ON REINF. SEE PLAN. FOUNDATION PLAN w w CONTROL JOINT DETAIL SCALE: 3/4" = V-0" .• • • .� #5 CONTINUOUS ,�: ; •' '�_ REINF. SEE FND. FOR QUANTITY #5 X 25" X 25" CORNER '�.',; • '� '� j' '� ;; '• '• ; ; :' BAR ONE FOR EA. ' ' ••• HORIZ. REBAR, TYP. " �• U.N.O. �� • •, �; ""Alternate: • : • ,; •- • The reinf. bars shall be ��,: •'fir,; • : f,: • fir. �r cont. around corner by cold r'. bending the bar w/ min. bar lap of 25". TYP. CORNER BAR DETAIL SCALE: 3/4" = V-0" CD v z M z z U, z Ln 0 CZ N 4—) w Ca o O w - LU ce Npp 'G N U �? N L LOL ODD � aO C3 U, ai ¢ d B D. aO N W N F in Z 0 �� o LL�� w• t �o " r E: ci a f1 ��AA To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. LENNAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LerinarTampa.com is f� a: �z Z Q U O z w QC z J Q O U F� � 0 cl� N3 0 O LL a U =maVyy �1 00 O J C c � Z Q Z J �—{ L1J Z LLJ Z a z V gig O z H m ' ° g w T �FU ° a SCALE : AS NOTED DATE : 7/31 /2018 TECH: MJAM ES VERSION NO. 4n0 SHEET NO. 6.0