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W.W.M. PLACED IN UPPER 1/3 OF SLAB 1/8" SAWCUT x 1/4 OR FIBERMESH SLAB THICKNESS REINF. SEE PLAN. WHERE SHOWN ON FOUNDATION PLAN w LU Na _ CONTROL JOINT DETAIL SCALE: 1 1/2"=V-0" #5 CONT REINF TYP. CORNER BAR - PLAN DETAIL SCALE:1 112"=V-0" SEE FND. FOR •'- QUANTITY .: " ".-. �" ",-:: •� ", CORNER BAR ONE �� - � � - � •; `� FOR EA. HORIZ. REBAR, TYP. •" ��,�"; •�_�.; : _� ,'ram U.N.O. ♦��. ,'.� .,', r:� „�2 .,',r �. 8'-8" 1'-8" 3'4" 4'-6" 3'-4" 3'-9" A TYP. AC PAD S3 U.N.O. )- — I — — — — — — — — — — — — — — — — — o I �ALT� I 2' 6"x2'-6"x1'- II II I / (3) #5 E.W AC PAD _ _ _ • N r N r I � r C.J. r T _ r I I I I I 1 3'-8 1 /2" "• 8 3/ 0? I I --- s 3„ I co o M T � S3 n CO II LO • -6I5/8' i iv C050 II I I II II • - u 0 1'-0 1/ " co N r 1/2" ih r r I I o � O r • o 00 T iv I • I 7'-8 1 /4" 3'-5 7/ " I o • I A I i9 S3 I TYP. I U.N.O. • I 0 I----------- — I .I o E .H. � o 10 BUILDER TO PROVIDE APPLIANCE PROTECTION V)/HEN REQUIRED PER FBC • I I In I I • I I (2) #5 VERTICALS W/IN FILLED CELL I I o I TRECCESS "SEE S-3 FOR OPT." HB— —— — — — — — — r lei 1'-4" 1 8'-0" 1 2'_0" 50--0" 18'-0" 13'-4" 18'-0" 4'-0" 5'-2" 4'-2" 11 L A TYP. S3 S3 U.N.O. • • o • • ■ • —I 0o F— ---- ------ HB N PROVIDE 1-1/2" RECESS ci I —i ■ FOR SGD DOOR. REFER w TO MASON'S SCOPE of • I I o 0„ I FOR WIDTH I I r I EO 4'-4" 4" 9'_8" 4'_0„ I co 1 M I I DOWN I' I • MIN. r • I rn ___ _ _____ • Ir C.J. I o ---- --- — ----- ------ I I I M L—� S3 I I • _ I I 9'-1 3/8" I L — = I (2) #5 VERTICALS W/IN FILLED CELL co 3 = ion I 3%2' MIN. 3000 PSI CONC. SLAB I 04 I I o ■ - I FOR HE NANDO COUNTY ONLY 3%" MIN. 250 PSI CONC. SLAB OVER 6 MIL VIS UEEN VAPOR BARRIER o II I LO C.J. I I _ i 0'-0" ELEV. �0 = FIN CONC. SLAB I IU o w z PROVIDE LINE o I-J O— ICE MAKER i io I = I I I _ _ -7 1 / " 7'-6 1/8" I M A S3 _ C.J. _ _ _ _ I _ _ INDICATES FILLED CELL I TYP. o W/3000 PSI CONC. GROUT I U.N.O. FROM FTR. TO BEAM W/ 1#5 REBAR VERT. ABOVE SLAB. TYPICAL 11 1/8" I @ ALL PLACES SHOWN r HOOKED FTG. DOWELS 17" EMBEDMENT W/ 25" r N EXT. ABOVE SLAB "GRADE 40 STEEL" nzo II II I II I III I CONDENSATE LINE ■ C.J. I — — — — — — — — — — — — — — — — — — — — — — — — — O r II I = co S Y I :2+STEP2'-8" 2'-10 9116" 118"DOWNI MIN. o K PROVIDE 1/2" x 9" S3 I RECESS FOR FRT DOOR Ld I �I 0 I F— � CC I I G 1=1 I• I r s3 s3 = I ' I — — = I r 19 N I N _4„ , TOP OF CONC.! ■ PAVER TO BE 4" I I r I BELOW FIN. FLR. I o CD I I • o �l I I ( ) #5 VERTICALS o I I I V1�/IN FILLED CELL '- I — — — I • • II I I I I A TYP. o _g S3 "SEE S-3 FOR i - L RECCESS OP'-." — — — — — — — — — — — — — — — —I I_ _ YS3U.N.O. - - -- - - - - - - 1 -0" 2'-0" 4'-1" T-0" 4'-4" 0. 29'-4" 5'-4" 15'-4" 50'-0" NOTE: • WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS 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 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 FOUNDATION PLAN SCALE: X"=1'-0" O CD V 7�MO o _ Z CO Z Q O a. O (/) tD Q) w M 'U — w O � o ZD CO Ln o (13 U M N C co Lil E N f`6 O N `oo — 8 RiF— = N O ="LLCO lcDfj 7 U)o-o Y i0) in O QCL O N C B-D C 'q- NFr. C g to N Z -�� O'r p �7 'J }odd QN Z 0 ate©FLO � N� Vim. _ Z zA'` 81C W 53 U m ❑ ❑ To the best of the Engineer's knowledge, informationand 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 O Z O av V) M O < M -0 d to •i � < LL U 00 a E� z� � WJ Olin J oZ W�00 mzGIx wW U F- oZ>.Za0 Z <UUX< =�zzWz U g p a W w o: J U 3 o�o �o ,--I UHO�wO z d �0W J o U) I 11 Li Q J J � J w ° az uo voROJ� o Q O J �00FZQ�m2 � (a z p�w1z- Z i- U�ZoOz to¢UP! w6> _ j OFQ- O9¢-JO O � UWOWz0< � j Q O � >•- Q N z O T) J Q Oz< J W aa�� z o LL Z u- w Z O z g LL SCALE : AS NOTED PLOT DATE : 12/7/2012 TECH: ERAND VERSION NO. 100 JOB NO: 16-6652 SHEET NO. 5 dR�