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0 <br />W.W.M. PLACED IN <br />UPPER 1/3 OF SLAB 1/8" SAWCUT x 1/4 <br />OR FIBERMESH SLAB THICKNESS <br />REINF. SEE PLAN. WHERE SHOWN ON <br />FOUNDATION PLAN <br />Uj <br />Uj <br />CONTROL JOINT DETAIL <br />SCALE:1 1/7=14" <br />•" <br />#5 CONT REINF. <br />SEE FND. FOR <br />QUANTITY <br />#5 X 25" X 25" <br />'. ". '. . • <br />",- <br />CORNER BAR ONE <br />_.: <br />•. • <br />�:= <br />FOR EA. HORIZ. <br />REBAR,TYP. <br />_•"":,17 ,�.;:.I <br />'.:, <br />U.N.O. <br />TYP. CORNER BAR <br />PLAN DETAIL <br />SCALE:1 1/7=14" <br />1'-8" T-9" j 1 4'_6" <br />A TYP. AC PAD <br />S3 U.N.O. <br />50'-0" <br />18'-0" 13'4" <br />3'-4" T-9" 1'-8" 18'-0" 4'-0" 5'-2" <br />11 <br />L A TYP. <br />S3 S3 U.N.O. <br />• • • b — — — — — — — — — — • • • • <br />• _ <br />--------� ---- -------I <br />j HB N <br />PROVIDE 1-1/2" RECESS M • <br />FOR SGD DOOR. REFER w <br />I TO MASON'S SCOPE o ■ o <br />- <br />r 2' 6"x2'-6"x1'-0" -4 <br />o0 FOR WIDTH <br />( co 4,„ 4„ 9-84-0co'" '" I <br />I ALT� I / (3) #5 E.W. <br />I <br />II II I I ' <br />AC PAD I • I N I N MOWN ■ 00 I ■ <br />LO <br />°' <br />r C.J. r • C.J. 0 <br />0?I � T I in <br />---- --- — ----- ------ <br />M I <br />I <br />8 3/ '� 13'-8 1 /2" - I I 9'-1 3/8" <br />L (2) #5 VERTICALS <br />00 <br />W/IN FILLED CELL n - <br />G = II I <br />----�— —_-- S3 II _ i I III An\ I • <br />■ — — = I 3/2 MIN. 3000 PSI CONC. SLAB I �, o , <br />= I FOR HE RNANDO COUNTY ONLY I ( I <br />-3" I r I = I 31/2" MIN. 250 PSI CONC. SLAB OVER o <br />9 I I co K I I = I 6 MIL VIS UEEN VAPOR BARRIER d I I o <br />s3 n I = I N I "' <br />_ I <br />II 19 II <br />r C.J. I _ <br />-615/8' P 0'-0" ELEV. J� I_ - <br />I N I I I FIN CONC. SLAB I IV <br />q M = I W z PROVIDE LINE o <br />co T I = I 1177! O — ICE MAKER i 10 <br />LI I II I = I <br />• I1 j <br />ill � II I = I I �"� I I■ <br />- 1 <br />a ---- <br />� k ' 7 1 / " 7-6 1/8" 1 <br />n. <br />• <br />• I <br />T-8 1 /4" <br />3-5 7 B" L E'-11 1/8" <br />CP <br />CU <br />I <br />■ <br />A I <br />co S3 <br />M TYP. <br />U.N.O. <br />• <br />00 <br />I r- <br />K <br />• I .H. � S3 <br />o I <br />10 BUILDER TO PROVIDE <br />APPLIANCE PROTECTION <br />VYHEN REQUIRED PER FBC <br />• I <br />0 <br />F- <br />C-3i <br />C.J. <br />I <br />I <br />I • <br />I <br />A <br />I <br />S3 <br />INDICATES FILLED CELL <br />TYP. <br />W/3000 PSI CONC. GROUT I <br />o <br />U.N.O. r <br />FROM FTR. TO BEAM <br />W/ 1 #5 REBAR VERT. <br />ABOVE SLAB. TYPICAL <br />@ ALL PLACES SHOWN <br />;- HOOKED FTG. DOWELS <br />' <br />EMBEDMENT W/ 25" <br />co17" <br />N EXT. ABOVE SLAB <br />d <br />"GRADE 40 STEEL" <br />I <br />I <br />I <br />I <br />I <br />CO <br />CONDENSATE LINE <br />I I • <br />I I <br />— — — — — — — — — — — — — — — — — — — — — — — — - — <br />co <br />I I <br />2'_8" 2'-10 9/16" 2'- D 1/8" <br />I I <br /><0 _ <br />rK <br />S3 PROVIDE 1/2" x 9" <br />RECESS FOR FRT DOOR <br />LU <br />o F- -� <br />CC I I G 1= 1 <br />i I L-- ---I =-I <br />I <br />• I ( TOP OF CONCJ • F, <br />(2) #5 VERTICALS PAVER TO BE 4" I a_ I I r <br />W/IN FILLED CELL BELOW FIN. FLR. I o <br />I � I I <br />() #5 VERTICALS o I <br />J IN FILLED CELL r • — — — • <br />S3 "SEE S-3 FOR <br />n <br />II <br />II <br />II <br />II I <br />— C.J. <br />I I <br />I L --J <br />u <br />4" <br />STEP <br />DOWN <br />MIN. <br />I <br />I <br />I <br />I <br />I <br />I • <br />I <br />I <br />RECCESS OPT. -8„ S3 I I L I I S3 I o <br />SEES_ 3 F R TYP. <br />---------- —� �- RECCESSOP ." I `r <br />• -- — — — — — — II <br />I <br />1'4" 8'-0" 2'-0" 1 -0" 2'-0" <br />29'-4" <br />50'-0" <br />5'-4" <br />■ <br />4'-1" <br />T-O" <br />15'-4" <br />U.N.O. <br />4'-4" <br />NOTE: <br />• WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS <br />PREVALENT AREAS, APPENDIX "E" OF THE FBC 5th EDITION (2014) <br />BUILDING IS TO BE IMPLEMENTED. CONCRETE STRENGTH IN THESE <br />AREAS TO BE A MINIMUM OF 3000 P.S.I. THEREFORE, ANY AND ALL <br />NOTES ON THESE PLANS THAT INDICATED 2500 P.S.I. SHALL BE <br />REPLACED WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH <br />• SEE SHEET SN FOR SOIL & TERMITE NOTES. BORATE / BORACARE <br />TREATED LUMBER IS AN ALTERNATE TERMITE PROTECTION TO SOIL <br />POISONING <br />FOUNDATION PLAN <br />SCALE: Y4"=V-0" <br />C� <br />zmO <br />0 <br />Z m <br />Z <br />Q <br />J <br />Cl <br />z <br />(/) (� <br />C <br />w <br />OLIJ <br />E <br />Cn <br />o <br />o 0 <br />U <br />a)M <br />LLI <br />E <br />— <br />C M ccoo <br />2 a M <br />O o0 <br />_ °' <br />U- 00 <br />v� <br />��o <br />Y <br />Q OI <br />u7 00. :�t, <br />rn Q O <br />At <br />B D® <br />N C B D C <br />^1A� 0 <br />0 <br />J <br />0 �; rn <br />5i c LL <br />c3 <br />Z°e <br />c N °C�. <br />LL z 6 h y� <br />0*- <br />Ir <br />W Q `N ¢. 1. a <br />'b; t��Yl1i�5 <br />�4P <br />v O <br />❑❑ <br />To the best of the Engineer's knowledge, information, and <br />belief, the structural plans and specifications contained <br />within these drawings comply with the Florida Building <br />Code 5th Edition (2014) Residential. Engineer's signature <br />and seal is only for the structural engineering portions of <br />the drawing pages bearing Engineer's signature and seal. <br />0 <br />CD <br />Z N <br />O1-4 �I� <br />> (/) M O <br />M <br />Q V '(D Lr) <br />a V) L <br />Q � LL <br />Q <br />z <br />U fu <br />Q ,-) <br />OC) <br />Q <br />z <br />� E <br />Z � <br />WJ <br />C:) <br />oZ <br />wLLo <br />Z <br />w U, ~ d <br />a LZU <br />O Z} O a O <br />Z Q Q U Q 2: <br />=wz <br />U Z p a W <br />LU <br />U <br />OULn <br />o <br />0�0 ,' Cl <br />U <br />50 <br />a <br />ZLLJ OO <br />w <br />J <br />O <br />Lf) <br />N <br />Lf) <br />zW <br />LU <br />ce <br />U <br />Q <br />w000� <br />.O <br />Q <br />O J <br />�8Vm o <br />~°Ww <br />°` <br />� <br />z <br />O <br />°zap°�Z <br />LU Z, 80 <br />QQJ�U� <br />LU <br />J <br />N <br />Op~4aw¢c� <br />US <br />cI <br />>�Z¢ <br />�o <br />�-1 <br />i on <br />/�- <br />"D <br />Li) Q <br />a 2: -Z z< <br />N a <br />Ld- <br />Y W <br />a�Se <br />ooLLz <br />Q <br />w <br />LU > <br />z O <br />g <br />z <br />LL <br />SCALE : AS NOTED <br />PLOT DATE : 12/7/2012 <br />TECH: MJAM ES <br />VERSION NO. <br />100 <br />JOB NO: 17-5178 <br />SHEET NO. <br />5 <br />- -- - - - <br />-u 1 __.L 1f h�ili. 411�s 11l.is-�11JIL , i!w:a.i ....r.�A ' I I 1 11 1 <br />