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50' 0" •OTWHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS PREVALENT AREAS, APPENDIX "E" OF THE FBC 5th EDITION (2014) 19'-0" 12'-8" 18'-4" BUILDING IS TO BE IMPLEMENTED. CONCRETE STRENGTH IN THESE AREAS TO BE A MINIMUM OF 3000 P.S.I. THEREFORE, ANY AND ALL - T-O" 6'-10" 3'-10" 1 -4" '-0" 3'-10" 4'-4" 4'-4" 3'-10" 1'-O' NOTES ON THESE PLANS THAT INDICATED 2500 P.S.I. SHALL BE REPLACED WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH =' ` •' `, • `- #5 CONT REINF. . SEE SHEET SN FOR SOIL & TERMITE NOTES. BORATE / BORACARE SEE FND. FOR TREATED LUMBER IS AN ALTERNATE TERMITE PROTECTION TO SOIL '' ''' "•- QUANTITY POISONING W.W.M. PLACED IN UPPER 1/3 OF SLAB 1/8" SAWCUT x 1/4 ,';: - #5 X 25" X 25" TYP. A U.N.O. S3 L OR FIBERMESH SLAB THICKNESS �" �" _•`" - ', ' �" CORNER BAR ONE S3 REINF. SEE PLAN. WHERE SHOWN ON - - , - FOR EA. HORIZ. TYP. FOUNDATION PLAN _•"�•��.• '`. _�-•='"•' `;: �::�.:•: REBAR,TYP. • • • • _ - - - - - - - - - - - • • • • • • • .- U.N.O. - �/ p 1� / 0 1 fo I 0 1 1 x zo I o I -' TYP. CORNER BAR �� I • • 3'-4" 9'-4" CONTROL JOINT DETAIL PLAN DETAIL I CI----- --� - - - I-� I � (2) #5 VERTICALS I „- , SCALE:1 112 0 , „ SCALE: 1112 „- -1 0 82 -1 G 3'-3" 2 -9 1 \ \ W/IN FILLED CELL 1 • S3 I \ 4 STEP 1 1 I I COF. C.J. \ DOWN MIN. I C J \ - - - - -I N D 1 C-ATES FTEEED- E Lt iv \ W/3000 PSI CONC. GROUT - �o I I--- -- -- ---- J FROM FTR. TO BEA M S3I M I W/ 1#5 REBAR VERT. 1 ABOVE SLAB. TYPICAL 1 PROVIDE 1-1/2" RECESS S3 @ ALL PLACES SHOWN • I I FOR SGD DOOR. REFER HOOKED FTG. DOWELS 17" I TO MASON'S SCOPE EMBEDMENT W/ 25" I I I N FOR WIDTH ABOVE SLAB "GRADE 40 I q o IEXT. STEEL" S3 co I I I TYP. _ • I Igo 1 I I U.N.O. oo 12'-6" I co iv 1 3%2" MIN. 3000 PSI CONC. SLAB 1 FOR HERNANDO COUNTY ONLY J 3/26 2500 PSI NC. SLAB OVER • n 1 MIIL VISQUEENOVAPOR BARRIER • - C•J- b i I r�✓�� I 0'-0" ELEV. I III FIN CONC. SLAB 00 1 I II�J�III I I • I I I LL- JJ I Cti o II GG r N 1 - -; U 1 • LO o r I S3 I U C) c7 I E 2'-0' T-11" 2,_8, o b I • -_ _ - - - - - - PROVIDE LINE - CID - / + FOR ICE MAKER 8, 3„ ° �) 0 0 ___ III III III �J I III 12'-6" 8'-2" co _ �,�,—�— \\ ;• \ o 80 CID co coo 1 I co 1 J 2'-O" x 2'-O" X 1'-O" — — Cl) \ \\\ 1 /I co • W/(3)#5sE.W. I I _' I--� j� I• I_'1� - - —�-- - - C - - .J. - - - -------- - _ — ., A 1 I I I I• T s319 I I zo TYP. GG a' I o U.N.O. I I S3 1 I i_ 1 I I• • I _ 1 - I I K 80 I o I - I S3 r q -I I I = 1 LC> coCD —1---- -- -----------------� - � • „ I � I C � STEP S3 I DOWN I PROVIDE 1l2" x 9" C A 1 - • @ FOUNDATION MIN, RECESS FOR FRT. DOOR S3 1 I TYP. I I ONLY @FOUNDATIO ----------_-- -- U.N.O_-- T -_ J ONLY o I i • • • • • w • I w 0 2'" 4'-0" 6'-10" 52" 3'-8" - I Cn � o - - - - C.J. 1 in -I- - 1 2'-6" x 2'-6" x 1'-0" 2'-6" x 2'-6" x 1'-0" 1 W/ (3) #5's E.W. 1 W/ (3) #5's E.W. N s3 z i• — — — — — — --- I ---- — — — TOP OF CONC./ PAVER TO BE 4" BELOW FIN. FLR. L 1 I • 1 I I S3 1 1 TYP. (2) #5 VERTICALS 1 • W/IN FILLED CELL J 1 80 o S3 S-3 FOR 8„ YS3f'SEE 1 OPT." "SEE S-3 FOR 7 7 - - - JECESS _ � _ + i RECESS OPT. „ --------- - - - - - - - - 1 .. • 2'-0" 15'-4" 1 _4 8'-0" 1 v_4" 9'-8" 1 4" 9'_8" 1 4" FOUNDATION PLAN- 11 11 50'-01111 SCALE: 14"=1'-0" lir 0 (D z to Z CO z� Q J z O t1•) 0 Q) cn w U — w O Ct = F- y Mm� �� o0 U w L �M C� (c Cl) N co — 8 O oa rEL00 U(D L" (0ao d < 0 La 0 T o`ri ¢ o A1 B ® N�C�E�D�C ' ® :5 CO U') N�r°'< Z•� fx E W M1Q 6, u 1U,a��r c '"u Q C� 7,4�yt- Z � , K� � C) y IN WLL }° + 'm ❑❑ To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code 5th Edition (2014) Residential. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 0 z� O� H O z M QU-)-gypLn v) 0 Ln Q " LL a \� U n. C)o z� � WLU oZ WLLo W Z F— LU m Z Z G U 1-- 0 Z Z Z>- QOUf Q 22:«"ZZFZ 0 zZ p : w W K _3 Sv 3. O N O � O 0 U�apZO = W �J O Ln (V N Ln ZcZ �o�a �C2U D Z UjrZ' Z� &o��g- LL Z 6P >JO0 LU �oa �— UWo wwOu_zQ a&g 00 N Q a�LLo Q �} Q V J W ¢�~� z o N Z LL .. L-) LU > ~O g O z J a LL SCALE : AS NOTED PLOT DATE: 12/7/2012 TECH: FFLORES VERSION NO, 3,06 JOB NO: 16-6650 SHEET NO. 5