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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 1/8" SAWCUT x 1/4 SLAB UPPER 1/3 OF SLAB THICKNESS WHERE OR FIBERMESH SHOWN ON REINF. SEE PLAN. -]FOUNDATION PLAN IT W z w ¢� U° 54'-0„ A H,Bt S3 TYP @ 1 STORY r U.N.O. ■ ■ IN ■ ■ ■ ■ ■ ■ ■ 1 Iry ■ ■ ------------F——+f�—t—�-- -- —-----+------++---,' T --- ' I 10 17'-2$' 2'-g 2 _g-11$,dl jl -----------l�l °' N I rn r 11 I Jill \ \ ■ I \\\\� II LJI11 1 I ®0'-0" II I ,°° I ■ I I HVAC CHASE IL Cl) BASED ON I I 1 10'-10810 LOCATION ■ 1` 1 o I I- - - - CJ - HU —CJ N CJ I ■ 2'-6"x2-6"x1'-0" M I W/ (3) #5'S E.W. 1T-58„ 1 36'-68" 1 I TYP @ 1 IN 1 1 ^� I STORY U.N.O. I — 0,_0„ ' CP 00 S3 10 CP io G I ■J ■ ■ I S3 I ■ 4-4 3-1/2" MIN 3000 PSI CONC. SLAB FO TOP OF CONC./ PAVER TO BE 4" ■ I HERNANDO COUNTY ONLY BELOW FIN. FLR. r — — - �„ 7 1s 4'-8" 1 3-1/2" MIN 2500 PSI CONC SLAB OVER 6 2-6 x2-6 xi -0 PROVIDE %2' x 9" �' L iv I MIL VISQUEEN VAPOR BARRIER I W/ (3) #5'S E.W. RECESS FOR FRT. DOOR S3 `t o0 -3 1/2" ( 16-11$" 8'-64" -3 1/2" SLOPE LO J — — — - - - - IN'- S3 CJ I Ill III I I I D.W. III I ��-� t b l ■ I ^� 1 I I I I III I I--__--P I I l rr ,W.H.� / K CC 1 I CC i - vC S3 STEPS AS REQUIRED I l ��ICL PROVIDE 1 Y2" RECESS `" I I II �� II►`�' I L JIII� S3 S3 - o Ld '- W PER FIELD FOR SGD. REFER TO I II __ I II II 3 1 r Iz I 1 7'-42' 1„ I 7'-12 x ih CONDITIONS I MASON'S SLOPE FOR WIDTH I I II II io 10 4, 0„ 25'-6" 111 LL =JJI�n 20'-6' 7,_O„ 0„ x I I EDGE OF SLAB 2" (2) #5 VERTICAL I I I I BEYOND WALL I BARS M I 1 KITCHEN ISLAND K BUILDER TO PROVIDE 1 J I I LOW WALLS S3 APPLIANCE PROTECTION IN, S3 1 I CHASE TO I WHEN REQUIRED PER FBC ■ _ _ _ INDICATES FILLED CELL 3000 PSI - ISLAND _ _ `o I w/ �- CJ I -t- CJ I in A CONIC. GROUT FROM FT. TO BEAM S3 W/ (1) 45 REBAR VERT ABOVE SLAB i t TYP @ ALL PLACES SHOWN 1 I I in TYP @ 1 STORY U.N.O. I HOOKED FTG. DOWELS 5" EMBED W/ 25" EXT. ABOVE SLAB "GRADE 40 T - - - - - - - - - - - - - - - SLOPE I -3 1/2" 1 STEEL" i CFP- W i OPT. D ■ I o'-o'er I L--J I I 20'-1 „ L - - - - J 4'_711n I I (2) #5 VERTICAL 1s 16 1 BARS Ile I N I I - L_-----------+-- ----------� --- ------1— -----) in ■ ■ ■ IN l <V ■ ■ I A H.B.+ S3 TYP @ 1 STORY U.N.O. 2'-6" x 2'-6" x 1'-0" W/ (3) #5'S E.W. T-8" 3,_58„ 2,_68 , 6 -0„ 6 -0„ 6 -O„ 6 -0„ 5,_2$„ 7,_18 , I in c CONTROL JOINT DETAIL SCALE: 3/4" = V-0" #5 CONTINUOUS REINF. SEE FND. FOR QUANTITY #5 X 25" X 25" CORNER BAR ONE FOR EA. HORIZ. REBAR, TYP. U.N.O. *Alternate: Fhe reinf. bars shall be :ont. around corner by cold lending the bar w/ min. bar lap of 25". TYP. CORNER BAR DETAIL SCALE: 3/4" = V-0" FOUNDATION PLAN MONO - ELEV-Al SCALE: %4'=1'-0" } v N/ ♦r� p•'n�• � .•RA� SS1Q�" g t��1,�, To the best of the Engineer's 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. H/ �E 0 i N N ik OIDN 8p0 p7 co J 5 "L-0'��#a M w mg Q 0Z 0 W uj maLu >W n od 00�o ��, c a o m 0.0 m 1- W LL m 0 2 E T _, 02 Z "t z Q0 N 7 Q M Z Q U ❑I]❑ W Ur M r z N O _ � O � oWdAl N z o 0 T V VJ Y W p o O t� �V) r.L c o 2 ws ® r- o _U 0° m ~08 z� U o as c u) d �® o M r w M z o Z Z � wo RO >ZON ¢N 14fl. O Z �_ M o E z °< o oo oz N �o Wz ¢w M U) C pY U mO Z Oz Cn N to J ym a" QW �z u3 O r $ o W 3 U < 8 �o LL w w F = r= tiz a ¢ _ �Ij o OilCD o c.p v m r w z� m_ r °3 0 0 CO = E > (yi ^L W os ` O l^ ' O m M 1 ` 1 O N T� 4- O Ln J ;6 L.n T N N �— w Q C, r CM o z E Ocy) z c c a U ai JOB NO: 20-2750 SCALE : AS NOTED SHEET N0. 6