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c c d -8" N M no 3'-1 3'-20" 2' A i3 TYP @ 1 STORY U.N.O. ■ ■ ■ ■ ■ ■" "■ ■ IF ■ I 9 ■ ■ LO 17'-28 2'-9" 2'-8" -11s co e ' IIIt jJI 10._0„ I ■ ' II L- -�j I I \ \\ o II tIi ■ HVAC CHASE BASED ON I LOCATION II j I N i. Ce) \t t I in ih r ■; I �\ ........ ......... I ::. ■ o CJ CJ N CJ CJ : I 2'-6"x2-6"x1'-O"31F co (3) #5'S E.W. 17'-5$" 1 TW/ 36'-6j" I T TYP @ 1 ■: I — — :: .... o._o„ I• :. I r STORY U.N.O. A .............. °° S3 r............ TS :.: .................. 3 I : ■ 3-1/2" MIN 3000 PSI CONC. SLAB FOR TOP OF CONCJ PAVER TO BE 4• . HERNANDO COUNTY ONLY BELOW FIN. FLR. OWNS■ r — —--- _71 I 7'-15" n I 3-1/2" MIN 2500 PSI CONC SLAB OVER 6 a 4-8 2-6"x2-6 „ PROVIDE Yy" x 9" N L -31/2" MIL VISQUEEN VAPOR BARRIER I 16'-111 V-6j" S E. RECESS FOR FRT. DOOR W/ (3) #5'S E.W. I ( S3 v iv c° -31/2" SLOPE 4 o I — J -- -- ■ in L I I--- . ---- ..... .. ..... / \I I CJ I I PROVIDE 1 y" RECESS 11 D W I — — .3 I 11 IN FOR SGD. REFER TO I I IL_ _ _ Lp ■ my I �W.H.�/ K CC ■ CC I S3 AS MASON'S SLOPE FOR I I I I I �r — ��la ' ' WIDTH "' I II II rVI S3 I S3 rZ-T x 2'-6" x 1'-O"STEPS #5'S E.W. REQUIRED II L J Jil - I -1. ,-W/ (3) '-0" PER FIELD i I I I II F I;; 7-5" L7'-1" 5'4" CONDDV91SIS I I I L Jplcn 20'-6' 6'-8" INDICATES FILLED CELL w/ 3000 PSI CONC. GROUT FROM FT. TO BEAM W/ (1) #5 REBAR VERT ABOVE SLAB LL_ --- J I i� TYP @ ALL PLACES SHOWN I I KITCHEN ISLAND ; ; LOW WALLS K BUILDER TO PROVIDE APPLIANCE PROTECTION I ih HOOKED FTG. DOWELS 5" EMBED to I I S3 S3 W/ 25" EXT. ABOVE SLAB "GRADE 40 jb) ■ : I STEEL" I I CHASE TO I I �— ISLAND- WHEN REQUIRED PER FBC o — — — — ---I` — is = CJ t CJ I I : co in TYP @ 1 STORY_115 U.N.O. I I SLOPE I 01_0-S a . ; I IOIST�11 / I OPT. D I; II II -31/2" ■: I I Le J I 20'-112" L----J 4'-6$' I ' CV A S3 TYP @ 1 STORY U.N.O. 6'-0" 6'-0" 6'-0" 6'-0" 2-6" x 2'-6" x 1'-0" W/ (3) #5'S E.W. - 1 H.B. 7'-1 r FOUNDATION PLAN NOTE: • WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS PREVALENT AREAS, APPENDIX "E" 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 W.W.M. PLACED IN SAWCUT x 1/4 SLAB UPPER 1/3 OF SLAB THICKNESS WHERE OR FIBERMESH rl/8" SHOWN ON REINF. SEE PLAN. FOUNDATION PLAN �... LLJ Na CONTROL JOINT DETAIL SCALE:11/2"44' #5 CONT REINF. SEE FND. FOR QUANTITY ' �•' ' #5 X 25" X 25" CORNER '•_: �. ; .• �, ;.• ; , ,. BAR ONE FOR EA. HORIZ. REBAR, TYP. •" -•, U.N.O. • •, • • **Alternate: The reinf. bars shall be • •, • • • •• •, •� •. • •• •, • - •, cunt. around comer by cold bending the bar w/ min. bar lap of 2511. TYP. CORNER BAR DTL. SCALE: 1 1/2"=V-0" Z MgoZ Q Z13 a z U)V) Q w 0 O LU E `— U CD g � w who~ tM � i� �� O o c _ t LL_ MI�Ek Q Imd u� g AlN BDe C fi D•C eR f�rrf �c N. srt" F c & d 15.E V All"' U,0, Nx 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. O Z fV 0 1 M C M a�j 0Ln a tn•�„� Qa)LL Ln cal U 00 Q � � W Z J � d' J �z w� za Z J �?8.0 gEzi � �g�w Z O 12 �C, S8�® Q JJQ Q O O :z O RRKuJ K F J N G ja� Q o� a�Q Z ZILL] di u a� U _j Llix z Lu� r•I Q Z m N DO Z Z bj- LU O rn = W SCALE : AS NOTED DATE : 3/30/2018 TECH: MJAMES VERSION NO. 10 SHEET NO. 6.0