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NOTE: • WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS 50'-0" PREVALENT AREAS, APPENDIX "E" OF THE FBC 5th EDITION (2014) BUILDING IS TO BE IMPLEMENTED. CONCRETE STRENGTH IN THESE AREAS TO BE A MINIMUM OF 3000 P.S.I. THEREFORE, ANY AND ALL 18'-8" 18'-0" 13'4" NOTES ON THESE PLANS THAT INDICATED 2500 P.S.I. SHALL BE REPLACED WITH 3000 P.S,I. FOR THE CONCRETE STRENGTH 1 -8 3 -9 4 -6 T-4" 3 -9 1 -8 18 -0 4 -0' 5 -2" 4 -2 • SEE SHEET SN FOR SOIL & TERMITE NOTES. BORATE / BORACARE TREATED LUMBER IS AN ALTERNATE TERMITE PROTECTION TO SOIL POISONING A TYP.L AC PAD A W.W.M. PLACED INTYP. UPPER 1/3 OF SLAB 1/8" SAWCUT x 1/4 S3 U.N. S3 S3 U.N.O. OR FIBERMESH SLAB THICKNESS • • • • • • o _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ • • • • REINF. SEE PLAN. WHERE SHOWN ON FOUNDATION PLAN • 1 C? � IHB PROVIDE 1-1/2" RECESS ci I • w ¢ _ I FOR SGD DOOR. REFER ° 1 TO MASON'S SCOPE ao • I I o r — — — 2' 6"x2'-6"x1'-0" 1 00 FOR WIDTH I zo r FALT� I / (3) #5 E.W. i 4'-4" 4� g�_8- 4'_0 I i c� II II AC PAD I 1 i 1 • DOWN 100 CONTROL JOINT DETAIL r MIN • r I� -_- SCALE:1 112"=1'-0" f _ _ C.J. T _ _ _ _ _ • I C.J. o r _ — — — — — — — — — — — — — — — — — — — � I I :;r I I L— 3 � • '� 3'-8 1/2" 1 8 3/ - i I 9'-1 3/8" L (2) #5 VERTICALS W/IN FILLED CELL — I r — — — c, II — 77 • I = 3%2" M11N. 3000 PSI CONC. SLAB N I I • I—. 1 1 o = FOR HE RNANDO COUNTY ONLY -3" - 3%2 MIN. 250 PSI CONC. SLAB OVERE 9 I 1 K I - 6 MIL VIS UEEN VAPOR BARRIER 0 11 In II — 11 — LO C.J. _= r — tf • 2-6 5/ i s „ i I� I = I 0 -0 ELEV. I j I c" a> o I I - FIN CONC. SLAB I IU I _ co T I = w Z PROVIDE LINE I I-' O— o `' I I ``' 1 1 I = 1 i ICE MAKER i 10 • 1 I I II � II I _ I I I = I I I �"� I• - — — 1 o ' -7 1 / ' T-6 1/8" I N -00 I o 44 U I 0 I I s3 _ _ _ C.J. _ _ _ _ _ 00 • � INDICATES FILLED CELL TYP. o I W/3000 PSI CONC. GROUT U.N.O. o Q FROM TO BEAM 50 I W/ 1#5 REBAR VERT.cv I I ABOVE SLAB. TYPICAL • I I @ ALL PLACES SHOWN I 7-8 1/4" 3'-5 7 -11 1/8" r HOOKED FTG. DOWELS 17" EMBEDMENT W/ 25" o T `' EXT. ABOVE SLAB N I T " "GRADE 40 STEEL" co _ I I - I • II zo ifl S3 I I 1 1 TYP. U.N.O. • III I CONDENSATE LINE • I I — C.J. 80 ------------ -------------�— — -- — co---------- � I 4" I 2'-8" 2'-10 9/16" 2'-I 1/8" • q S3 STEP 1 .H. DOWN co 1 O I 8 MIN. m --- --- I--- --- " o i 1 K PROVIDE 1/2" x 9" I S3 r � BUILDER TO PROVIDE 1 RECESS FOR FRT DOOR o APPLIANCE PROTECTION VYHEN REQUIRED PER FBC 1 a of I F- • I - cc I I G= 1 I• 7� S3 S3 = 1 —4- co o I �, -4" I ='•• �•=•.; •- • #5 CONT REINF. N I N d I •' " • : ' `;; SEE FND. FOR • I I TOP OF CONC.I iI • ' '' '• QUANTITY (2) #5 VERTICALS -T PAVER TO BE 4" I I I 1 I ,; #5 X 25" X 25" I W/IN FILLED CELL BELOW FIN. FLR. I o of 1 • ;.:.,� _ CORNER BAR ONE I I :, •. • FOR EA. HORIZ. - 00 VERTICALS (/IN •'":,�'.,�..� .,_ •: �:= REBAR,TYP. ,• �:', ' ' J— o — — FILLED T ..':' , : , �:. : , U. N.O. S3 "SEE S-3 FOR • • I ;• :.';' :'. ;:'. :'.:.':' l •' r•I ,I • • , • • r RECCESS OPT." I I 1 A _8�� S3 I L I S3 TYP. "SEE S-3 FOR _ U.N.O. - o — — — — — — — I RECCESS OF, . , I S3 • I -- — ---- —--------- 1 — -- — — — — — — — — — — — TYP. CORNER BAR • PLAN DETAIL 1'-4" 8'-0" 2'-0" 1 -0" 2'-0" 4'-1" 7'-0" 4'-4" SCALE:1 112"=14" 29'4" 5'-4" 154" 50'-0 FOUNDATION PLAN_ SCALE: Y4'=1'-0" 10 M 0 O — o � cfl Z Q J s2 O Q 'U — 0 w C o Mo `/ i O U w ( CO Cl) c m co — U m O (M cli O 00 LL00 U C Q o L O 10 Qm O do A1 B D0 N C B D C V. e` yN.�- • N ��IgP'� -jam• E go 00 Z C L r,. z � .,� z Ft�l��SiteBG 00 U ❑ ❑ 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 zCD O O 4-J M C:)O (n M Q 0 Ln a toz Z5 U- ce U Cl00 z W J C:) J oz WLL0 w m z l— 4 w � U8xza00 zraQ�aQ S�ZwPZ (7 z p j- a W �O agUj e 0o 0�0�0�0 ��a0z M UJI O N Lr)N Q J LU LLJ wno0� O Q O J ��Zmo - z O OO=w LU z a� z IF �ELL z NSo>9oQ �a w O LL z Q O ¢w2O Qoo >- "o � o "'�ow Q Q a Y w a< O O LL Z g LL > II--- z O z OJ g LL SCALE : AS NOTED PLOT DATE: 12/7/2012 TECH: MJAM ES VERSION NO. 100 JOB NO: 17-5174 SHEET NO. 5