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W.W,M. PLACED IN 1/8" SAWCUT x 114 UPPER 1/3 OF SLAB SLAB THICKNESS OR FIBERMESH WHERE SHOWN ON REINF. SEE PLAN. FOUNDATION PLAN LU v LU Cn CONTROL JOINT DETAIL SCALE: 1 112"=V-0" SEE FLOOR PLAN FOR BRG. WALL It #5 CONT REINF. SEE FND. FOR QUANTITY #5 X 25" X 25" CORNER BAR 0 FOR EA. HORIZ. REBAR, TYP. U.t ---------- TYP. CORNER BAR PLAN DETAIL SCALE: 1 11/2"=V-0" NE .0. 14'-4" 4'-7 5'-2" 4'-7 J )TYP. @ 2STORY HB U.N.O. + % C? F- — — — — — — PROVIDE 1-1/2" RECESS FOR SGD DOOR. REFER TO MASON'S SCOPE 3'-0" FOR WIDTH C.i. 3 -0" x 3'-0" x V-10" W/ (4) #5'1 s E.W. L M-*-1 11 1-6" 1-41 11 �-6'1 �M:Y�2'-6" x Z-16" x V-13" W/ (3) #5's E.W. TY — — — — — — — — — — — 0 (2) #5 VERTICALS —\ 1 1 W/IN FILLED CELL 6 V) 8'-10" 6'- 10" 7'-0" 4" STEP 3'-0" x 3'-0" x V-10"' DOWN (4) #5's E.W. MIN. '-4" --------------- I X-O" x 3'-011 x V-01' m PROVIDE 1-1/2" RECESS INDIGATES FILLED CELL w/3000 PSI C? --2'-6" x 2'-6" x V-10" I I IAI/ (3) #5's E.W. W/ (4) #5's E.W. FOR SGD DOOR. REFER CON�. GROUT FROM FTR. TO BEAM Fr- TO MASON'S SCOPE w/ 1#5 REBAR VERT. ABOVE SLAB IIL —i I FOR WIDTH TYPI DAL @ ALL PLACES SHOWN HOO <ED FTG. DOWELS 17" EM BEDM ENT W/ 25" EXT. ABO E SLAB "GRADE 40 STEEL" 4F. SEE PLAN L -1 zo OP 8--10" H 01-011 ELEV. FIN CONC. SLAB . .......................... . . . . . 6-11" 3 1 /2" MIN. 3000 PSI CONC. SLAB df,Ilf -- 2r, ---- (3) #5 REBAR STEP DOWN BRG. (2 STY.) SCALE: N.T.S. b c14 REF: EXTERIOR SLAB ---\ REINF. SEE PLAN (3) #5 REBAR CONT. 2-STORY FTG. r2 SCALE: 1/2" = 1'-0" N I M 2'-6" x 2'-6" x 1 1-01, W/ (3) #5's E.W. I 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 G EMAKER LINE FOR HERNANDO COUNTY ONLY 9 S3 3-1/2" MIN. 2500 PSI CONC. SLAB OVER rG G'�N 6 MIL VISQUEEN VAPOR BARRIER S3 CY) I iiiiiiiiii lillill-,T7r,71 I I L- — — — — — — — — — — — — — — — — — — — — — F e,Y,1777 I I I 1 1.11 1,1 101-01, L 3'-6" 7'-0" — — — — — — — — — — — - 14--0" co F d 7. 0 v- YGG _ YS3 TYP. @ C? rG-G""\ OP 2STORY S3 TYP. @ -1 C9 U.N.O. 12� z 2STORY 0 LO IV 0 LO C? U.N.O. % [o q- 0 L C.j. L9 :T— Y co 7. FOOTING -1 JI v— 0 N LO Sim, @ LI FOUNDATION ONLY S3 20'-6" __j 91 3'-2" 16'-4" 3' 9 1-1 11 ;t 3'-0" x 3'-0" x V-0 / W/ (4) #5's E.W. IL — — — — — Ld — — — — -- — — — — — — % ....... -- — — — — — — — — —1 — — — — — — — — — — — 4" STEP 9 H. TOP OF CONC.1 PAVER TO BE 4" DOWN 3'-0" x 3'-0" X l'-O" I 4" BELOW FIN. FLR. 0 7: W/ (4) #5's E.W. 9 9 MIN. 'k 0 -'IF F- (0 3'-8" PROVIDE 1/2" x 9" RECESS FOR FRT, DOOR 7: I I . . I BUILDER TO PROVIDE APPLIANCE PROTECTION 'k WHEN REQUIRED PER FBC 0? 3'-0" 7'-0" 5'-0" 4'-0" (5 C.i. op 0 j=1 0 LLJ 10 C/) 0 L a_ 0 0 N U- TYP C? TYP. @ z 0 1.- 1 SINGLE I- C) Z-13" x 2'-6" x V-011 U) 0 STORY W/ (3) #5's E.W. U- Z-6" x 2'-6" x V-01� (2) #5 VERT I CALS (2) #5 VERTICALS W/ (3) #5's E.W. Jk W/IN FIL ED CELL W/IN FILLED CELL 80 9 KA F, --6 -8" "SEE S-3 FOR S3 ,SEE S-3 FOR RECESS OPT." RECESS OPT." tB op- — — — — — — — — Z-6" x 2'-6" x 1 1-011-�j 0C W/ (3) #5's E.W. 0\-41-0f' x 4'-0" x 1 1-011 W/ (5) #5's E.W. 12'-6" 1-4" 6'-2" V-4" 16'-0" 2'-0" 8'-0" V-4" 48'-8" FOUNDATION PLAN &B it SCALE: Y4"=V-101" (D!P Z — z z V) U 0 Ul)01 F- E 0 co U) CY) 0 C) E 0 ccoll 0) M C M 0� m 0 N .20 -r a) U) LL CO -� - CO 0 W iz, (D 0 .�e -'14 CL CD 0 < 0 0) CL ch < 6 AN-C 8 D. 5-D C *,c CN U'> ow z Iry I- C4 c LU CL W U:., C'D z 0;2 r z 1A Z; j 111L13 (n M,ca C14 Q 1-" CP 8.111, W a C, LO 1 49 To the best ofthe 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. z r4 0 a) N P-11 4-J c) z > (y) C) < ur) fu Ln CL V) V) -2 Ln z LL e--, , fy) M q ct� 3- CL 00 < E z z C:) WLLJ -j C:) z LU LL 0 ILJ z LL, Z Z U LLun 0 0 E90 >- zo 1 0 z >- <Z U 2: 0<� 5' Z. ZZ Luj .8 0 CM C:) F @ , 0 zz 01) LU LU C:) Lr) r14 C1.4 U) z 0 < 4� Uj Lo z UP IJ22W F - LZn M 2 5 0, wo -a fu Z z 0 7-- �Z- Z8 ��= OZ LU 0 LLI Z !� q -j U 'F�'- �j > 0 0 LU > 0 F- 0 LL Z 2U2 Lu x 0 < r*4 < 0 D V) Cyx LL -8z� 0 C�l C) -'Jl LU d ro Z < z . . .. Z) LU > z 0 z 0 LL F--4 —j I SCALE : AS NOTED PLOT DATE 12/7/2012 TECH: ERAND VERSION NO. 1525 JOB NO: 16-6651 SHEET NO. 8