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W.W.M. PLACED IN UPPER 1/3 OF SLAB 1/8" SAWCUT X 1/4 OR FIBERMESH REINF. SLAB THICKNESS SEE PLAN. WHERE SHOWN ON FOUNDATION PLAN 107'-4" 4. LU CONTROL JOINT DETAIL SCALE: 1112"=1'-0" F-1 i:V nl rsx r-'x r4° rsxrsx r�' wl (3) 45 EW. 4t xd(3) #5 E.W. 50 50 #5 CONT REINF. '•` SEE FND. FOR °P FE O0 QUANTITY T 1 r #5 X 25" X 25" o CORNER BAR ONE "1 • FOR EA. HORIZ. " M ` REBAR, TYP. U.N.O.J. ., • " q A e o 1 o� 3. r TYP. CORNER BAR PLAN DETAIL SCALE: 11r'"=1'-T 0 T O 1 ih 60 GENERAL NOTES: r T 1 PROVIDE MIN. 6 MIL. APPROVED VAPOR BARRIER. ALL JOINTS TO BE LAPPED MIN. 6" AND SEALED 2 4"2500 PSI CONC. SLAB W/ FIBERMESH /FIBERMIX ADDED TO THE j� F CONCRETE. IN ACCORDANCE W/ MANUF'S INSTRUCTIONS AND j� n NER-284 FOR FIBERMESH OR NER-414 FOR FIBERMIX, OVER 6 MIL VISQUEEN VAPOR BARRIER $ TREATED FOR TERMITES 3 ■ INDICATES FILLED CELL W/3000 PSI CONC. FROM FTR. TO N BEAM W/ 1#5 REBAR TYPICAL ABOVE SLAB. HOOKED FTG. DOWELS n 17" EMBEDMENT W/ 30" EXT. ABOVE SLAB (5'-4" O.C. MAX U.N.O.) ox (REFER TO NOTES) r O INDICATES FILLED CELL W/3000 PSI CONC. W/(1) #5 REBAR TYPICAL BELOW SLAB. HOOKED FTG. DOWELS 17" EMBEDMENT W/ - EXT. TO TOP COURSE BELOW SLAB (5'-4" O.C. MAX U.N.O.) (REFER o TO NOTES) ih M 4 CONSULT W/ MAN. SPECIFICATIONS PRIOR TO POURING OR RECESSING DOOR SILLS. 5 EXTERIOR SLABS SHALL SLOPE 111Y PER FOOT AWAY FROM HOUSE. 6 CONTROL JOINTS (IF SHOWN) ARE NOT REQUIRED BY CODE BUT ARE LO LO SUGGESTED (ESPECIALLY WHEN USING FIBER REINF. CONC.) CONTROL JOINTS TO BE SAW CUT A DEPTH OF 1/4 OF THE THICKNESS OF THE SLAB. FILL CUT W/APPROVED JOINT MATERIAL OR USE ALTERNATE APPROVED METHOD. 7 NO WOOD STAKES PERMITTED IN FOUNDATION _ e p O T H. r i� co "m =7 1 M M NIM O EO Fi rn FOUNDATION PLAN — SCALE: 3/16"=1'-0" Cd cr) 26'-8" 2T-0" 2T-0" 26'-8"E— I' I� 13'-0" 13'-8" 13' 0" 14' 0" 14'-0" 13'-0" 13'-8" 13'-0" 3'-8" T-0" 3'-0" 3'-8" T-0" 3'-4" 3'-4" T-0" 3'-8" 3'-0" T-0" 3'-8" N L A A L N L S3 S3 S3 S3 S3 S3 QS3 TYP. AT TYP. Al S3 + t LANAI ■ II wl(3)A5E.W. p vV(3)ASEW. II — 1 (�AevERncus�T (z)asvERncas I I� Y � � WAN FILLED CELL I ■ I // I \\\ I ■ I WANFlLLEDCELL ■ I I I I (WAN FILLED CELPROVIDE 1V RECESS MR L DOOR REFER TO MASONS a WAN FILLED CELL I I I I N II PVCA/CCHASE SCOPEFORWIDTH � PVCpCCHASE II I (2) MSVERTICALS WAN FILLED CELL 2'-6" 8'-8' -8" 2'-6° WANFlLLEDCELI Z LP) —\ . . OL OL 71 jk 11 L 12'-8" 8'-8" 1'-8" � 8'-8" 2'-8") 1@' I — Imo_ _C.J � — — — ■ J � % I I \\\ L a 1rr ■ ■ II op � r co II ■ ■ ■� ------ II r- I I 3 I // I I I \\ i 3 I I T II ---- �■ 0'-0" ELEV. L-1 I I S3 // \\ FIN CONC. SLAB ■ I ' �� III `► \�\ I I I . II I I I I PVCA/CCHl�SE M PVCAICCHASE10'_0° ELEV. a I \\ I I I I FIN LONG SLAB ■ I I II _ // I \\ I / II I ■ 0 0'-0" ELEV. tD ~ I \\\ M FIN cOlvc. S B I I \° ) I I I \\ I I ( o o'-o" ELEV. ■ I I I �p I FIN CONC. SLAB // (� I I I \\ I CQ I I I ■ ■ I II __ _ I I I ��\ I I \\\ I I -- -- II �� II — J ■ ■ W. I I I C.J. ■ YLLOPE=1Al' I I I — — — — — — — I I I ENfRYSLOPE-1 G.C. CORD. PER1'-0� �RLESS 4,_g„ I T/ sLAB � — \\ I 4'_g" r 1f2' G.C. CORD. ( `' \\ G.C. CORD. �"� I I I I T/ SLAB I I �I(( I ^� I I T/ SLAB I I PROVIDEIS4'RECESSFOR I �� ♦ PROVIDE 1 SS' RECESS FOR r l DOOR REFER TO MASONS ♦ A,� DOOR. REFER TO MASONS / \ I I I SCOPE FOR WIDTH 1 / SCOPEFORWIDTH\M g'\\\ ' ` I \ ♦ / I I I I I // I 9 2 \\ I I I I \ ■/ I I I 6' 2, I 8'-24" g _2" I I I■ G.C. CORD \\ ■ I G III S3 T/SLAB \\ I I S3 II G I ■ ss I I r�� /y r�'xr�'xP-0' zsx2$xt'-0' A wl(3)EW. — — — — — — — — — _ rA(3)ASE.W. 7'-0" Gj�' � 1 � 1 1 � � � 1 � � 1 1 � � 1 � 1 � � \\\ G r� T L_ 7�_On Iillll II11111`III11111111111 111111 I r S3 // ( I TT)_V' � � I \\ S3 T I �� I 1 (— s,T — I 1,173,E— I II 3'-0" 4 9'-2' I I O 9'-2" a 3'-0" II 1'-1041'I 10'-10"a 10'-10" �J 11'-104" ■ 3 o'x3 o'x1'�' I I I 15'-104" 15'-104" I I 3 o'x3� x1'd• ■ I wl (4) � EW. I — \ I wl (4) A5 E.W. I J C.J. ' 31Ir C — — — — O 312' — ■ 31rr.H.W W.H. d K 31/! / K r K �, I I■ S3 I I S3 I I I I S3 I I S3 PROVIDE t is' RECESS FOR I I PROVIDEIJ�'RECESSFOR I I I I I DOOR. REFER TO MASONS " DOOR. REFER TO MASON'S I SCOPEFORWIDTH SCOPEFORWIDTH ■ I 15'-94" I 11'-24" 10'-6'11'-24„ I 15'-94„ I ■ ■ II ■ l i l I MAX I III I 1f1' N N ■ I I � I I I � -- -- I ----- J I I I � I I■ III I I III N K S3 T-0" 2'-0" T-0" 2'-4" L III 153 53 K ■ I ss 4'-0" _ 11' 4" 11'-4" 4'-0" I I ■ II I I II --------- J. .�---------1 S3 S3 S3 S3 (2)A5VERTICAL$ (2JASVERTICALS (2)ASVERTICALS 121tl5VERTICALS 4'-6" T-0" 4'-6" WAN FILLEDCELL WAN FLLED CELL WAN FILLED CELL WAN FlL1. LED CELL 4'-6" T-0" 4'-6" 16'-0" 4--21 8'-0" 3'-4" 8'-0" 1'-10" 30'-8" 1'-10" 8'-0" 3'-4" 8'-0" -2' 16'-0" 107'-4" N i N � a) E Co'LL co oil ) CO to ;D o�m O to ai HMO p tNit 0 �N o U a a aOOo rnQp to 0 N•C •6 •D •C A boo 0 B D® Z � J To the best of the engi lfLn l � ow edge and understanding, the structural plans and specifications comply with the 2007 Florida Building Code, Residential with 2009 revisions signed and sealed for the structural portion of this drawing. 0 .--I M N M 0 :3 O r ov- z z In > -i � M O LL �N N i � Z � J W J�� V ri a Z � W Mii Z: ��00 rZ zQU M Z}�°�fQ V-9.0 to 4 ��ZZ~z O �o��Lu 1 � a j p o r-I car p3�o (y' 8�Oa, rjWN apZ® o W rl NO Ln Z � �03 O z VY d LL � � V � � O QaQ� Z � za�o �LLI am zo Uj i Z � la-WOav'� c� Z $�pJWac� z O op�Za 1 = r a 0 LL � LL L Z O z0 g I� SCALE AS NOTED PLOT DATE : 07 / 08 / 2011 VERSION N0. 1000 JOB NO: 11-0958-0961 SHEET N0. 11 N i N � a) E Co'LL co oil ) CO to ;D o�m O to ai HMO p tNit 0 �N o U a a aOOo rnQp to 0 N•C •6 •D •C A boo 0 B D® Z � J To the best of the engi lfLn l � ow edge and understanding, the structural plans and specifications comply with the 2007 Florida Building Code, Residential with 2009 revisions signed and sealed for the structural portion of this drawing. 0 .--I M N M 0 :3 O r ov- z z In > -i � M O LL �N N i � Z � J W J�� V ri a Z � W Mii Z: ��00 rZ zQU M Z}�°�fQ V-9.0 to 4 ��ZZ~z O �o��Lu 1 � a j p o r-I car p3�o (y' 8�Oa, rjWN apZ® o W rl NO Ln Z � �03 O z VY d LL � � V � � O QaQ� Z � za�o �LLI am zo Uj i Z � la-WOav'� c� Z $�pJWac� z O op�Za 1 = r a 0 LL � LL L Z O z0 g I� SCALE AS NOTED PLOT DATE : 07 / 08 / 2011 VERSION N0. 1000 JOB NO: 11-0958-0961 SHEET N0. 11