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W.W.M. PLACED IN 1/8" SAWCUT x 1/4 UPPER 1/3 OF SLAB SLAB THICKNESS OR FIBERMESH WHERE SHOWN ON REINF. SEE PLAN. FOUNDATION PLAN LU 10 CONTROL JOINT DETAIL SCALE: 11/2"=1'-V =' •- ' f •-; " • #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:11/2'=1'-0' SEE FLOOR PLAN FOR BRG. WALL It JF. SEE PLAN --- (3) #5 REBAR STEP DOWN BRIG. 2 STY. 1 SCALE: N.T.S. REF: EXTERIOR U REINF. SEE 80 SLAB PLAN �; F.F. N ; 20' (3) #5 REBAR 24= CONT. do 7 Of 2-STORY FTG . 2 SCALE: 1/2" = V-0" OP to N to c0 M 8'-8" 1-4" 11'-6" 1'-4" 48'-8" 11'-6" 1 '�" 4-1711 5-214-1 " 7 2'-6" x 2'-6" x 1'-0" IVTY 2'-6"x 2'-6" x 1'-011TYP. @ J W/ (3) #5's E.W. W/ (3) #5's E.W. 2STORY S6P HB t U.N.O. S3 • I Uj 0 (2) #5 VERTICALS 1 M PROVIDE 1-1/2" RECESS I I� W/IN FILLED CELL io S3 FOR SGD DOOR. REFER I 7'-0" 6'-10"1 1. / 8'-10" 3'-011 I TO MASON'S SCOPE I I 2 3'-0" x T-0" x V-0" 4" STEP FOR WIDTH jI W/ (4) #5's E.W. DOWN I MIN. `� C.J. T I ------ - - - - - - - ----- - T-0"x3 0"xV-0" W/ (4)1#5's E.W. I INDICATES FILLED CELL w/300 PSI PROVIDE 1-1/2" RECESS M T-O" x 3'-0" x 1'-0" � 2'-6" x 2'-6" x 1'-0" CONC. GROUT FROM FTR. TO REAM FOR SGD DOOR. REFER S3 W/ (4) #5's E.W. n w/ 1#5 REBAR VERT. ABOVE LAB. TO MASON'S SCOPE I I �� W/ (3) #5's E.I�Tp TYPICAL @ ALL PLACES SH WN FOR WIDTH�-J 11 HOOKED FTG. DOWELS 17" EMBEDMENT W/ 25" EXT. 1 I ��-CL• I ABOVE SLAB "GRADE 40 S1 EEL" 1 I 8•_10n 1 1 e za x I I 0'-0" ELEV. i i �jL - I I FIN CONC. SLAB I I C.J.11 I 1 • I 1 3-1/2" MIN. 3000 PSI CONC. SLAB 6-11' i • = FOR HERNANDO COUNTY ONLY ICEMAKER LINE GG 1 GG 3-1/2" MIN. 2500 PSI CONC. SLAB OVER S3 co YS3 6 MIL VISQUEEN VAPOR BARRIER�------- ----f------------ I I F- • • -- -- ---- --� r-----------r - "-- - - - - - - - - - 71-0" I 1 3'-6" 10'-0" 1 t 14-0" I • CM '1 F • I 1? I I I I J I I C. S6 I II ) I GG I I M TYP. @ Z O 2 STORY I e N I O N (~n U.N.O. • I I I I _ I I 1 s3 1• C.J. - ST RY - - - --t— I FOOTING I I I I 1 I FOU DI� ATION C 1 I I-- — I I • S3 I I ONLY 16'-4° 3,-2" 20'-6' 4'-4 174' UH I 1 3'-0" x T-0" x 1'-0" - - - - - - - - - ----- ---I I W/ (4) #5's E.W. 411 1 1 " 1 3'-0" x 3'-0" x 1'-0" \ .H.Wj Cn -1 STEP 1 *- DOWN 411 TOP OF CONCJ PAVER TO BE W/ (4) #5's E.W. 3'_8" o MIN.- i 4" BELOW FIN. FLR. `¢ PROVIDE 1/2" x 9' BUILDER TO PROVIDE I I i RECESS FOR FRT. DOOR 1 APPLIANCE PROTECTION I ------------ --------J • WHEN REQUIRED PER FBC • • • • • • • TYP. @ SINGLE STORY • A S3 [RE (2) #5 VERTICALS WAN FILLED CELL HIt EE S-3 FORESS OPT." • 4'-0" x 4'-0" x 1'-011 W/ (5) #5's E.W. V-4" 81-0" I 1 C.J. C7 '-0 4l_0" I 51_011 = O U) L N O 1 a N N S< 1 zo -- 1= °o Cl) I `� 1 (2) #5 V RTICALS �2'-6" x 2'-6" x -0" W/IN FILED CELL W/ (3) #5's E. • J in S3 A "SEE S-3 FOR -8" S. RECESS OPT." e <V • -6" x 2'-6" x V-0" W/ (3) #5's E.W. 2'-0" 1 16-0" 1 V-4" 1 6'-2" 48'-81' V-411 7'-0" 2'-6" x 2'-6" x V-0" W/ (3) #5's E.W. 12'-6" 3'-0" 0 F- 0 in Cl) J S6 iv in 2 STORY o0 U.N.O. a, LO _ cr) 4 0 ,It 80 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 A,13 SCALE: YV=V-0" W a t- Z Z Z Q J a z T w OUj E U �M -8 EmLa- 080 _ u ALL A. QLO o A I N•C •BrD•C � O �N � N � �j V. S o W ~ ..ww Qg Z u "'69 1y1111 � Zpp ' .'< a •- LL -: $ O tt 1 •4 om •• � pCl To the best of th�Ineer'sUmWledge,1&orjnatlon, and belief, the structural Olops andspfeilltefonscoMained within these drawings cowy wo a klgr4da Building Code Sth Edition (2014) Residentia : Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. O Z N 0 vN M O � M Q L LL �1 a z !- a�M E C W Z J� d' s Wz�`a P$ Q8 a i Ofill, O LO $� z0 CD r-i Ln N Ln Z113 Igg 0 < Z 4< LL flm� g9�o1 ' L- W �.m Z W W 17 8 Q P: icec R o N Q M Z Igo oz� Z .. .. � O Z I� 0 J SCALE : AS NOTED PLOT DATE : 12/7/2012 TECH: MJAMES VERSION NO. 15m25 JOB NO: 17-3664 SHEET NO. 8