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- I I I_ I , 1" 1 I M14fi ' I it l j i 1 I I _ 11 W.W.M. PLACED IN 118" SAWCUT x 1/4 UPPER 1/3 OF SLAB SLAB THICKNESS OR FIBERMESH WHERE SHOWN ON REINF. SEE PLAN. FOUNDATION PLAN LU . Uj Z W CONTROL JOINT DETAIL SCALE:1 1/2"=1'-0" '• •r �. • #5 CONT REINF. SEE FND, FOR •' QUANTITY #5 X 25" X 25" ; ": _ CORNER BAR ONE "� ' FOR EA. HORIZ. REBAR, TYP. U.N.O. ' ' TYP. CORNER BAR PLAN DETAIL SCALE:1 1/7=1A" SEE FLOOR PLAN FOR BRG. WALL II JF. SEE PLAN `" ---- (3) #5 REBAR STEP DOWN BRG. 2 STY. SCALE: N.T.S. REF: EXTERIOR REINF. SEE SLAB PLAN . a 5 cli 04 20" (3) #5 REBAR 24" CONT. 2-STORY FTG . 2 SCALE: 1/2" = V-0" 1. I 00 N 0 f_ A 48'-8" 8'-8" V-4" 11'-6" 11'-6" 14'-4" 4'-7" 5'-2" 4'-7" 2-6" x 2'-6" x V-0" L 2'-6" x 2'-6" x V-0" TYP. @ J W/ (3) #5's E.W. S3 W/ (3) #51s E.W. 2 STORY S6 TYP. HB t U.N.O. N-- - - - - - - - - - - - - - - - - - - - - - - • • • • 13- 0 (2) #5 VERTICALS I _ I M PROVIDE 1-1/2" RECESS I I o I0 W/IN FILLED CELL m S3 FOR SGD DOOR. REFER I i` I 7 -0 6 -10 8 -10 3 -0 I TO MASON'S SCOPE I 2 T-0" x T-O" x V-0" 4" STEP FOR WIDTH I I W/ (4) #5's E.W. DOWN C? MIN. r C.J. - r - - - - - - - - - - - - - - - - - - - - - T-0"x3 0"xV-0" q INDICATES FILLED CELL W/30 0 PSI PROVIDE 1-1/2" RECESS M T-0" x T-0" x V-0" FD 2'-6" x 2'-6" x 1'-0" I CO CONC. GROUT FROM FTR. TO EAM FOR SGD DOOR. REFER S3 W/ (4) #5's E.W. fl W/ (3) #5's E. W/ 1#5 REBAR VERT. ABOVE SLAB. TO MASON'S SCOPE I I I IIr�� TYPICAL @ ALL PLACES SHOWN FOR WIDTH HOOKED FTG. DOWELS 17" I I I III (7 II I EMBEDMENT W/ 25' EXT. I I I ILL= -I • ABOVE SLAB "GRADE 40 STEEL" 8'_10" I I I I I 0'-0" ELEV. i i LjL 00 FIN CONC. SLAB I I C J I I I I • I I 3-1/2" MIN. 3000 PSI CONC. SLAB 6'-11" I FOR HERNANDO COUNTY ONLY ICEMAKER LINE: GG o I I GG 3-1/2" MIN. 2500 PSI CONC. SLAB OVER S3 6 MIL VISQUEEN VAPOR BARRIER - - - L----------�—-------- I I --- I F_----------1 _ •----------- 1 7'-0" I I 3'-6" 10'-0" I Fh I i 1 r � I • I I� I I I I I J YYSI S6IIIM in io I r 2 STORY T TYP. @ I I I N S3 Z Cr M 2 STORY I _ I I -� I I GG i. U.N.O. o (n U.N.O. I -��', I I I Ii N _ C.J. 1-STORY FOOTING I I I I 1 I I o I SIM. @ I I • I FOUNDATION G I I L-- — I ss I Ij I I I n4'-4 ONLY 16'-4" T-2" I _ I L- 20'-6" I o r I I 3'-O" x T-0" x V-0" L �J ------ --- ----- -- I W/ (4) #5's E.W. I I • • i • O f I T STEP T-O" x T-O" x V-0" 1 , 1 I I DOWN 4' TOP OF CONCJ PAVER TO BE W/ (4) #5's E.W. I " 1 9 I 3'-8" � MIN. I � 4 BELOWFIN.FLR. I o PROVIDE 1/2" x 9" BUILDER TO PROVIDE RECESS FOR FRT. DOOR APPLIANCE PROTECTION I - - - - - - - - - - - - - - - WHEN REQUIRED PER FBC Im ;;t I TYP. @ SINGLE I I STORY A S3 I (2) #5 VERTICALS W/IN FILLED CELL r I J I I "SEE S-3 FOR S3 HitH RECESS OPT." • 4'-0" x 4'-0" x V-0" W/ (5) #5's E.W. 8'-0" -4n I I -1 C.J. C7 -1 '-0= [ � 4'-0" I 5'-0" 7-0" 3,-0„ N O U) I a L N OL N o S3 YP. 1 z14 o ---- 0 1- OU) I -�� 2'-6" x 2'-6" x V-0" L W/ (3) #5's E.W. (2) #5 V RTICALS 2'-6" x 2'-6" x I W/IN FILED CELL W/ (3) #51s E. V. J S3 A "SEE S-3 FOR -8" S3 RECESS OPT." - — — — — — — — — — — — — — — — — 00 (V 61 _ '-6" x 2'-6" x V-0" W/ (3) #5's E.W. 2'-O" 1 16-0" 1 V-4" I 6-2" 11'-4" 1 12'-6" 48'-8" 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 10 a co FOUNDATION PLAN AB SCALE: Y4'=1'-0" 000 Z o Z Q J a. z cn/), c� W � W 'U O w — N oCO 0 flu C) Fa`— ~ co L U — U a� c M cM TN O 00 y d) O CO Ua�i _xLo ono O Q M CL Q O A' OD" N C a D C r' > o 0 ci r- g�o z q o* Z u- z Nan �'....cv,c� O- w ♦i Q L IL 0 , 0 y t- ..•\ CA .. W .a Cl) .. �.o� 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. O Z NO O r� >�co M Q 0 Ln L U_ Ln r Q .ro CY U a 00 a �� z� WJ � C:) ko oz DOLL0 z wmzz5CL v�2<:L, 0 a U zyz Z}<U�< ��ZW�Z 15 ¢g gL1Jd'J a N .8 o 840 2 O S W N O rn F LL0z u0 LAW J O Ln itV fV Lf) Z J w 0 3 CNcY�OC < w0o02 O Q J u 0u Z w zp,fzZ L Uj L.L. Z wwpZ�O a�gQU6¢ O 2 >- 9' 82 _ �— Wwou_za o :�QS N a 2 LL o O CDT� Q j LU J cL a Q� � o M Z L� LLJ z:5 F_ Z O LL SCALE : AS NOTED PLOT DATE: 12/7/2012 TECH: MJAMES VERSION NO, 1525 JOB NO: 17-5172 SHEET NO. 8