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S c 6'-0" 6'-0" TYP @ 1 STORY A U.N.O. S3 2'-6" x 2'-6" x 1'-( W/ (3) #5'S E.W. T-1 H.B. ' I 3' ......................... I4 I N in 23'-6t' T I • I I I �: OPT. D I APT. V�1 TYP @ 1 STORY I -_ _-_---_-_ —� _ ~I: -31/2" SLR I i•� ' U.N.O. _ II 10 S3 I II I: - - - CJ - t� -}- CJ - - I 9 m 60 ■ INDICATES FILLED CELL w/ 3000 PSI CONC. GROUT FROM FT. TO BEAM I- CHASE TO ISLAND :::: i i BUILDER TO PROVIDE J W/ (1) #5 REBAR VERT ABOVE SLAB I TYP @ ALL PLACES SHOWN KITCHEN ISLAND j j LOW WALLS K S3 APPLIANCE PROTECTION WHEN REQUIRED PER FBC S3 I HOOKED FTG. DOWELS 5 EMBED - W/ 25 EXT. ABOVE SLAB GRADE 40 " " I:. 4'-0" I STEEL' 25'-6" I I I I 20'-6' 6-8" 1'41 : I I r �Illo STEPS AS REQUIRED u , I I II L JIII 3 7-5" T_1" 5'-8" j'-0" PER FIELD CONDITIONS _ I II Nlx r,�lZ ; I PROVIDE 1 y" RECESS r,00 I I I II � =JI11(n I • ' K CC I CC �_ n '_ n ,_ n o 2 6 x2 6 x1 0 W/ 3 #5'S E.W. r ( ) ■ , FOR SGD. REFER TO I I __ _ J - MASON'S SLOPE FOR N I III I I (: ' W.H. III / S3 S3 IYom r- — S3 WIDTH D.W. III L CJ I ._� - - - - - - �- — -- in 0 4 4 c 1A S3 I -— 16'-11$" I 8'-6j" — — — — — — — — — SLOPE ( - b 31/2" -31/2" 71t" 4'-8" I 3-1/2" MIN 3000 PSI CONC. SLAB FOR 2'-6"x2-6"x1'-0" I W/ (3) #5'S E.W. PROVIDE)/2" x 9" N L o0 t_-Nn HERNANDO COUNTY ONLY RECESS FOR FRT. DOOR S3 v ■ : 3-112" MIN 2500 PSI CONC SLAB OVER 6 TOP OF CONC./ PAVER TO BE 4" I I MIL VISQUEEN VAPOR BARRIER BELOW FIN. FLR. 3'-8" 41-4" +f G I s3 I .. ■ ■ ■ 0'-0" I:: ■ : I.9,, S3 LO 17 36'-6g" . .... ... .. .... ; 2'-6"x2-6"x1'-0" I I STORY U.N.O. o I W/ (3) #5'S E.W.aL I ■: ' ' 04 ........ I o I HVAC CHASE0,3 BASED ON% Ir 1 } LOCATION ' I II 1 I � I , , I, I,} . ■ 0'-0" 17-2j" 2--9" 2'-8" 2'-1 lt'll I ' W. io I L J I }} � 10 • ••••• ••••• •.•.••. •.....••• .... •�'ITT{T ..-•••••• •••• • • .♦,w♦ —�--- ••4--i••♦♦•♦• N ............. •••. ••••••• ■.. :. :. ■ ■» »■. ■ ■ ■ I ■ ■ TYP @ 1 STORY H B S3 U.N.O. . . 6'-0" 3'-10" L 4'-2" FOUNDATION PLAN. SCALE: Yn•'=1.0• NOTE: • WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS PREVALENT AREAS, APPENDIX "E" OF THE FBC 6th EDITION (2017) BUILDING IS TO BE IMPLEMENTED. CONCRETE STRENGTH IN THESE AREAS TO BE A MINIMUM OF 3000 P.S.I. THEREFORE, ANY AND ALL NOTES ON THESE PLANS THAT INDICATED 2500 P.S.I. SHALL BE REPLACED WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH • SEE SHEET SN FOR SOIL & TERMITE NOTES. BORATE / BORACARE TREATED LUMBER IS AN ALTERNATE TERMITE PROTECTION TO SOIL POISONING W.W.M. PLACED IN 1/8" SAWCUT x 1/4 SLAB UPPER 1/3 OF SLAB THICKNESS WHERE OR FIBERMESH SHOWN ON REINF. SEE PLAN. FOUNDATION PLAN CONTROL JOINT DETAIL SCALE: 1 1/2"=14" '--#5 CONT REINF. SEE FND. FOR QUANTITY •., ire.• #5 X 25" X 25" CORNER ' • ,• '� BAR ONE FOR EA. HORIZ. REBAR, TYP. • U.N.O. • "Alternate: The reinf. bars shall be • • • cont. around corner by cold ••, ��• •,,,, •••rr bending the bar w/ min. bar lap of 25". TYP. CORNER BAR DTL. SCALE: 1 1/2"=V-0" (9 r- Z Z Z a Z V) 0 cn O L.0 EE o w F— C ttl M C N CD _ " °a$ B D. N U, !• P-1 t Y� Toth best of th ine rrs'�+owled�e (wfq belief, the structure and sp�taNleat�o`rfs con ' L withinthese drawings o�y the 20}7� Buildin Code -Residential !� �Ii.F(;hthl�er's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. O Z N � � n MO M QV'pIn a cNn•Ln a(1)U Q . �' 000 W Z J�~ �t• c za 0 L cu T-eal CL oC Ln O a L Q V 0 0 J r<. LL gxgx O N Z h $g W,-I J L.n rl Lli N M Q Z Z co O 00 Z rn T--1 a cn SCALE : AS NOTED DATE : 4/12/2018 TECH: M]AMES VERSION NO' 10 SHEET NO. 6.0