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2' H.B,t A TYP @ 1 S3 STORY 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 w 56'-6„ . -�,-� w 1-STORY � 2-STORY FOOTING FOOTING 29'-0" 11 2-6" x 2-6" x 1'-0" W/ (3) #5's E.W. 6'-0" J TYP @2 S6 STORY CONTROL JOINT DETAIL SCALE: 11/7=1'-0" 0 0 HVAC CHASE BASED ON :: ; ; . • .r #5 CONT REINF. SEE LOCATION ` __ , , _ � I I ; ; ( . ■ ,: ; : _: " '•_ FND. FOR QUANTITY #5 X 25" X 25" CORNER yy 3-1/2" MIN 3000 PSI CONC. SLAB FOR BAR ONE FOR EA. ' HORIZ. REBAR, TYP. - o I HERNANDO COUNTY ONLY - 3-1/2" MIN 2500 PSI CONC SLAB OVER 6 .� ; ; I " , . , U.N.O. M HVAC CHASE I MIL VISQUEEN VAPOR BARRIER I �� -_-- - - - BASED ON I r- - - , I er :: so, r :•.: = :r.•: = •::'s "`Alternate: t LOCATION I III II ; ; N ■: I I I11 D.W.I 1 ..... ■ ' , • The reinf. bars shall be iv I I I II I ' • ' • cunt. around corner by cold I IL_--! •v'.j r•r,r ,;• r,,, •,=v •, ,. r•vr: ,fir rr, 4 �" - - - - 1 - - - - I I - r —� bending the bar w/ min. I II bar lap of 25". CJ CJ I I I �� CJ -L CJ STEPS E I I i I 1z � ` , STUB UP TO i TYP. CORNER BAR DTL. REQUIRED PER I I I - � _ AHU FIELD I I I I I 1 CHASE TO : 2ND FLOOR _ ■ CONDITIONS I I I ISLAND , ~ - - `1 ; '. /� FOR A/C N SCALE: 1 1/2"=1'-0" �I - ■ PROVIDE 1 Y2" RECESS I I I - - - - - :.. • ■ N FOR SGD. REFER TO KITCHEN L �__�_�________ ______�.� - y " MASON'S SLOPE FOR s/� ISLAND LOW TOP OF CONC,/ PAVER TO BE 4" ' WIDTH I V0'-0" I WALLS 10'-42" 2'_31" 3.�e BELOW FIN. FLRg•_ . ■ SLOPE 4 o I -3 1/2 1 27'-24 T-7j" 4.19'-22' I 2'-6" -3 1 /2" q Y 1.to i7� S3 I I 2'-6" x 2'-6" x V-0" — — — ( W/ (3) #5's E.W. PROVIDE Yz" x 9" I L RECESS FOR FRT. DOOR) S3 T CJ —CJ _ --- -- ---------L iv o I G I S3 I S3 (2) #5 REBAR - VERTICALS w/ in I I S3 I I • FILLED CELL 2 S CRY INDICATES FILLED CELL w/ 3000 PSI ' ' ' • • • • I (:: CONC. GROUT FROM FT. TO BEAM W/it (1) #5 REBAR VERT ABOVE SLAB TYP } I (OPT. I @ ALL PLACES SHOWN HOOKED FTG.1 0 W DOWELS 5" EMBED W/ 25" EXT. } I oQ A ABOVE SLAB "GRADE 40 STEEL" N { I ;n S3 1 I L _ _ _ J � � -3 1 /2" SLOE I TYP @ 1 I I I f O� OPT. DI STORY N I —CJ ; ; o—CJro ; : G I : N cJ 15'-6j„ 1 4�_n:: 5�_ I. 33 I ; 60 K I I T 'n I s3 o cc I 1 G I :: 2 STORY 21'_22' 15'-7j" 6'_32" .. �� I I so.-O., I 1 I ' } I : ; (2) #5 REBAR I I I I O I VERTICALS w/ in if � O . ' W.H. — — FILLED CELL I -------- — --' ----4 — ......................... A TYP @ 1 S3 STORY 27' 6'-0" 2'-6" x 2'-6" x V-0" W/ (3) #5's E.W. 1'-4" L 4'-8" 1-STORY 12 -STORY FOOTING 7 FOOTING 6-0" J TYP @ 2 H.B. S6 STORY FOUNDATION PLAN SCALE: 14"=1'-0" C9 .- z c Z Z Q a V) z t /') U w p �U — w c E f— o N M w aim~ $ o _"� 1° U 0 0 All B D. .feltVF W Lb e- ;milz WLa �r awl; '•and To the best of the E er3 ow rm belief, the structural �1669,ajri specifications edrk tried within these drawings corhp(y 444�j0ly`Plorids Building Code - Residential 6th Editi!t�hll Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. O Z r4 0 0) n z r> V)toG M Q '� Ln (V Ln Q LL Q 0000 E Z fp WJ C:) d" �Q �aa a 0*1 Z O L MW W N C) 40 Ln L V fu z OV o>* r 0 N � z Z J T-4 Ln di In a f w z tu U Q fiz m 00 g Uj SCALE : AS NOTED DATE : 1 /4/2018 TECH: ERAN D VERSION NO. 10 SHEET NO. 6.0