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- ---- - - I If 'l - r NOTE: • WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS PREVALENT AREAS, APPENDIX "E" OF THE FBC 5th EDITION (2014) 18'-4" 12'-8" 19'-0" BUILDING IS TO BE IMPLEMENTED. CONCRETE STRENGTH IN THESE AREAS TO BE A MINIMUM OF 3000 P.S.I. THEREFORE, ANY AND ALL '-0" 3'-10" 11 4'-4" 4'-4" 3'-10" 1'-0" 3'-10" 6-10" 7'-0" NOTES ON THESE PLANS THAT INDICATED 2500 P.S.I. SHALL BE REPLACED WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH 0 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 '•'' A TYP. UPPER 1J3 OF SLAB 1/8" SAWCUT x 1/4 , . �• ' �r #5 X 25" X 25" L S3 U.N.O. OR FIBERMESH SLAB THICKNESS ; ; ; - CORNER BAR ONE S3 TYP REINF. SEE PLAN. WHERE SHOWN ON FOR EA. HORIZ. FOUNDATION PLAN • • ;r REBAR, TYP. t- .':':..':: U.N.O. — ---- ----- T • — wz r------------le -------�--- --- -- --- --� LU INDICATES FILLED o0 1 CELL W/3000 PSI I I `� a q 1 CONC. GROUT FROM I oJi `'' I tO X I I q n TYP. CORNER BAR REBAR VERT. ABOVE I • 9'-4" 3'-4" • I �/ \\I I SLAB. TYPICAL @ ALL I I — 14 CONTROL JOINT DETAIL PLAN DETAIL 1 PLACES SHOWN I (2) #5 VERTICALS I HOOKED FTG. DOWELS I I W/IN FILLED CELL / i G SCALE:1 112"=1'-0" SCALE;11/2"=1'•(1" - / 2'4" 3'-3" '-1"• 17" EMBEDMENT W/ 25" I 4" STEP EXT. ABOVE SLAB C J i DOWN MIN. // C J M rr RADE 40-STEEL"— N I L— I -_- I I GG i m M I 33 1 S3 PROVIDE 1-1/2" RECESS 1 FOR SGD DOOR. REFER TO MASON'S SCOPE 1 1 • 1 FOR WIDTH N I I o 1 I 1 0 I T 1 I 1 M °° j I 1 rr j I• to I 12'-6" 1 i I 3)/2" MIN. 3000 PSI CONC. SLAB I I N FOR HERNANDO COUNTY ONLY • I W/" MIN. 2500 PSI CONC. SLAB OVER I n I 6 MIL VISQUEEN VAPOR BARRIER A — — — — — I — C.J. — — — • s3 i;o TYP. I n L`JN i i M U.N.O. I 1 1 11 LL,jJ I 1 1• • 1 M ? I 0'-0" ELEV. U I 1 S3 1 --- -- I o FIN CONC. SLAB I I �� Q� 1 1 1 1 Fo I 2'-8" 2'-11rr 3r-Orr I co PROVIDE LINE I I C = —_ _ — — — —�_ • (� o 81_3" rl FOR ICE MAKER + / \� __ 50 •1 1� (� �� I I III III — — — 710 0 8'-2" 12'-s° III III r — o�` 1 1 fh r- n n r n 1\I \�II -- 2 0 x2-0r x1-0 -A. a1 �� / / \ 1 I I W/ (3) #5's E.W. I — — — — — — — — C.J.— • 1 I I I I A ( I I S3 - M I TYP. 1 0 1 LI S3 1 1 U.N.O. • I I T I - N i _ i i • 0 10 oo @ FOUNDATION iII1 I I1II --K ONLY S3 -YAn I •• o W.H. rr _� STEP O— A DOWN PROVIDE x 1 S S3 TYP RECESS FOR FRT. DOOR MIN. — S3 @ FOUNDATION � ————————— — — — —— rM- FOUNDATION ONLY 1 • • • • • i ONLY I o I o r A rr 1 -Y i 3' 5' n 6'-10rr 41-0rr 21 " 0? I w - 1 50 2'-6" x 2'-6" x 1'-O" o ;n I UJ 2' 6" x 2'-6" x 1'-0" W/ (3) #5's E.W. � /— - I N S3— — — — — — — — — — — 4. 60 V-4" 9'-8" W/ (3) #5's E.W. TOP OF CONCJ I �; PAVER TO BE 4" S3 BELOW FIN. FLR. TYP. I 1 • i (2) #5 IJERTICALS J W/IN FILLED CELL "SEE S-3 FORT S3 _8 d RECESS OPT'. S3 L----- ---- "SEE S-3FOR RECESS OPT." 1'-4" 9'-8" 1'_4" 8'-0" 1'_4" 15'-411 � 1 1 50'-0" M❑ as 2'-0" Zo 1 FOUNDATION PLAN SCALE: A"=V-O" 8 `r Z o — o Z J Cl- z 4-J Iw U — O LU Of � E o Cl) t� ~ o mN U W pp — U W W ~ E dM C M l4 fM •O O N o 0 U y t.. LL aD o o0 o0 o Qrn `o � �idoo A' EDO N C 8 D C aYt� IPP� a �Na o Z z ' o J rn N J 1ul .0 !` 4 - �iCr-zuzl C9 . O vaW ate` 1= L,, o, TUZJ — LL :`' 4 � \\ ��` W Fo{�fPiflttt�t.� 4 o I-] E] 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 Sth 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. O ON Z Ors >Lf)MO M QU-) aLn CL in ZQ�L� M V a Q 00 z CD IT WJ 0 f Ce0z W Q z v) wmZlI-- a U8 LR, 0 Z. �ZyZQU Z> Q x Q zw[zz ¢Wz 5W4r 4�J > o,_ Kou7 3U0 0 o0z0 •�•I = W J O n Ln N LA Z J °QC03 00U�' UW�J Z < ~ () W zr. �oo�=j0 W Z ��WQB J O � 1 O � Z Q a o w/ N z �o J Q W Q Q E v W aI-LL z0 CD N z > g O Z a LL SCALE : AS NOTED PLOT DATE: 12/7/2012 TECH: MJAM ES VERSION NO. 106 JOB NO: 17-5179 SHEET NO. 5