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2W x 7-6" x V-0" wl (3) #5 E.W. CV 5" SLAB W/ #3 BARS @ 48" O.C. E.W. a . a. • a a a ° • - - -- - - i) U ° a.a (2) #5's CONT. @ BASE & (1) #5 CONT. i @ TOP W/ #3 TIES 8" 1'-4" 8" @ 48" O.C. SECTION @ INT. GRADE BEAM c SCALE: 1 /4"=1'-0" -� 1 26'-8" 27'-0" 27'-0" 26'-8" 13'-0" 1314" _ ._ 13'-0" 14'-0" 14'-0" 13'-0" 13'-8" 13'-0" T-8" 7,-0" 3'_0„ 3,-8" 7.O„ 3,4„ 3'_4„ 7_0„ T-8" _ 3, 0„ 7,_0„ 3,_8„ 14 N L AE:11 A L N L TYP. AT S3 S3 S3 S3 53 S3 L TYP.AT 53 LANAI t + S3 LANAI - -- ■ --� 7.6" x 2'-6" x 1'-0" wl (3) #5 E.W. — / \ / — 7-6" x 2'-0" x 1'-0' p wl (3) #5 E.W. ■ ■ I /// A � N (2) #5 VERTICALS WIIN FILLED CELL o // ■ � (2) #5 VERTICALS WIIN FILLED CELL IN (2)#5VERTICALST � PROVIDE 1 VRECESS FOR (2)#5VRTICALS ■ (2)#5VERTICALS ■ I PVC WCCHASE WIIN FILLED CELL \ \ , // // \ 'S \ SCOPE FOR WIDTH DOOR. REFER TO MASON _ WIIN FILLED CELL '-8" ■ PVC AIC CHASE W (2) #5VERTICALS WIIN FILLED CELL c 2'-6" 8'-8' Y� -2' / -2" 2'`6" _ WIIN FILLED CELL 8'-8" V-8"2-8" 2-8"� 3112" I�I C.J_ --------- C.J. 31 I2„ ■ ■------------60 _ / \ --n - ■ ■ ■ fi fi ' --IIII------T-- r- T ---- 3 \I --- T T-T----- -- W ■ // s /' gk 0'-0" ELEV. \\ L-1 53 TYP. @ I ( #3 BAR 48"O.C' // FIN CONC. SLAB \\11 C C ■ GRADE II // E.W. ON Y" TALL // riiv N \\ VA 11 II 1t ■ BEAM I I CHAIRS O WIRE MESH P. U.N.O. PVC CHASE o M \ Pvca CHASE #3 BAR @ 48" O.C. E.W. ON 1 Y2" TALL TYP. @ GRADE BEAM I I a-o° ELEV. I I TYP. @ GRADE BEAM I #3 BAR @ 48" 0. / o )\ 0 CHAIRS NO WIRE FIN CONC. SLAB i / I E.W. ON 1 Y2" TA L I ^� / MESH TYP. U.N.O. #3 BAR @ 48" O.C. 1 CHAIRS NO WIR II l co' / o Cl)o A \ m p \ E.W. ON 1 z" TALL ■ MESH TYP. U.N.Q. I T ) N / 4 \\ N I I o ��/ I CHAIRS NO WIRE ■ MESH TYP. U.N.O. 0'-O" ELEV. I o - iO A FIN CONC. S B I , a ) \\ 1 TYP. @ i/ i0 TYP. @ TYP. @ \\ 1 5" MIN, 2500 PSI CONC. o / I I a T-114' I I 1 1 '-8 " I ` = ,_ „ GRADE * 0'-0" ELEV. // BEAM FIN CONC. SLAB // GRAD GRADE \\ BEAM \\ SLAB OVER 6 MIL I VISQUEEN VAPOR ■ J 11„ 6'-3 s = I 12'-$ s' T-11 " II II � BARRIER * -------- 1------------- ------ - - T 5,_8„ 15_a„ M gl 5' 8„ 15,�, u II t ■ 1 — I I ---r>- - - - -------- A-- ------\\ -�A --- ----- �- + �- �— ■ ■ I I C.J.�------- L J/ — I — I — - — — C.J. - ■ ■ 3'-6" NTYSLOPE=118" I I rtl BUILDER NOTE: I � ��I W — �y------- G.C. CORD. ---- ------- ___ I I � \\ ____- - + + W � �� ILL-, I�BUILD R NOTE: ALL R INF. TO BE 3'-6" ENTRY SLOPE-1/ P R 1'•0"ORLESS 1 r ALL REINF. TO B I 4'-9" // T/ SLAg - o0 \\ 4'-9" �, CON INOUS THROUGH r PER 1'•0"0 ill„MAX d CONTINOUS THR UGH I INTERSECTION P.) I C. CORD. / BUILDER NOTE: I I/�\ / o \r \\ \\ / / \I G.C. Co D. I INTE SECTION (TYP.) ) v /2"MAX I I T/SLAB I \\ ALL REINF. TO BE \ CONTINOUS THROUGH / o \\ // / /� T/SLAB I PROVIDE 1 %(RECES`i FOR DOOR. REFER TO MASON'S Q; `--PROIDE1 RECESS FOR \ INTERSECTION (TYP.) c� \ lj/ I SCOPE FOR D00 . REFEd TO II MASON'S /� / \ \\ WIDTH j / SCO EFORWIDTH I I is 5" MIN. 2500 PSI CONC. / 9,_21, g_ 5" MIN. 2500 PSI CONt. SLAB OVER 6 MIL \ 5" MIN. 2500 PSI�ONC. I I I I I I SLAB OVER 6 MIL \\ I VISQUEEN VAPOR ■ I I SLAB OVER 6 MIL VISQUEEN VAPOR I I 6'-2" ". VISQUEEN VAPOR 8'-2a // BARRIER v i G.C. CORD. 6,_2„ 1 BARRIER ■ ■ BARRIER G // G � � G � Tl SLAB VA G I ■ G S3 II � S3 r'I �I �' / S3 /� 2'-6" x 2'-6" x 1'-0" ( S3 \ / 2'-6" x 2'-6" x oQ 1'-0" \ N S3 �� II G S3 T-0° 1 I II �l 11 — N Div mow/ (3) #5 E.W. T — I — wl (3) #5 --- ---- E.W. \ G S3 �`iv rIxl n 1 II I 7'-0" o } L N N I III T W, W T F 1 — I I I„ 1, S„ 3'- ' 2'-1 a 9,-21, �� P 1 I 1' I 1 1 -2 1, I7a" !11„ 0„ 15'-51„1 1'-1041'I ISIM. @ 1m'-10'1 1 N IJ 10'-10" SIM. @ 1'-104' 15'-5� ■ 3'11"xT-0"xi'�" wl(4)#5E.W. I I 1FOUNDATION !ONLY i 1 1 15'-103, M ( l e \_ 15'-10q" 1 1 1FOUNDATION 1 �� ONLY — — — — — — 3'-o"x3'-o"xi'd" ■ L ---- wI(4)#5E.W.— LO •J 1 � J ail" 1 � � I I 1I2 /, —I d I - ■ s„ 7'-11- T-9 1„ J,/2" ( I I H.V1 10,_S, I I 1 I 5'-8" 5'-8" _' r 10,_6„ 1 I1 \ W.H. X J 31rz• I - 7-92 „ ■ 7 ,14 o C S3 S3 o 11 1 1 5'-5 " 5'-9 " PROVIDE 1 Y" RECESS FOR SIM. @ 1 0 0 11 11 PROVIDE 1 %" RECESS FOR DOOR. REFER TO MASON'S SIM. @ 1„ 1„ 6 -O4 5 -2 11 I TYP. @ I I DOOR. REFER TO MASON'S I I FOUNDATION SCOPE N I TM TYP. @ TYP. 1 @ I TWO. SCOPE FOR WIDTH FOUNDATION I I I I TYP. @ I I ■ 15,_941, GRADE 11,_2 „ a ONLY 1 '4' — I� GRADE GRADE I I GRADE T ONLY 1 10'- " 111 2 " a GRADE 15'-9 " ■ BEAM BEAM BE MBEAM N o i MAX / ill C w 00 11 LO TYP. @ � n TYP. @ 1, - ■ ■ N L � �— J 1 L —� GRADE N TYP. @ I I BEAME TYP. @ GRADE ■ ■ ■ ■ ■ ■ ■ ■ GRADE o BEAM 6„ 0„ L 2'-4" 7'-0" 2'-0" 2'-0" 7'-0" 2'-4" L V-10" 5'-6 BEAM 1 C S3 SIM. @ 1 � S3 4 1 4 s3 , , L-1 S3 ■ DATION L-1 4'-0" 1 V-4" 11'-4" 4'-0" FOUNDAITION ■ ONLY oo 00 ONLY I I I I I I I I co iin I I I I I I ■ ■ ■ ■ -9 J.1 J.1 + J.1 J.1 ■ ■ ■ ■ S3 S3 S3 S3 4'-6" 7'-0" 4'-6" (2) #5 VERTICALS WIIN FILLED CELL (2) #5 VERTICALS W/W FILLED CELL (2) #5VERTICALS WIIN FILLED CELL (2) #5VERTICALS MIN FILLED CELL 4'-6" 7'-0" 4'-6" 16-0" '-2" 8'-0" 3'-4" 8'-0" 1'-10" _ 30'4" 1'-101. 8'-0" 3'4" 1, 8'-0" '-2" 16'-0" 1 107'-4" SCALE: 3/16"=1'-0" x2'6"x1-W ^ w/ (3) #5 E.W. O 60 A S3 � TYP. s U) L C.1 � 0 Vi C a- I- N ch o a v N 0�00 O a) VN, oM0 0 m fg U C;) 0) N i Ora L) O 0- 0 0 0- 0- 00D0 �QI; O A 0 C P � L �„�-�•q oo �T-� S� F np�, m "`� •c s q �_ q N n -AL Qrn Z O Z �(0 qII �®e,{ R 2Y ® A. qN � N U U m r To the best of the engineer's knowledge 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. O N M Z �' M O N M O > r-I cL L u Q .O > LL N Q .N Z J LJJ W �C� Ln u � V W i--I Q Z W � w W�Co m az G Of 00 t-0z uj U) 0 z<0 rl Z >- U 2: Lu - z O^ �gLu OU'aOJ J U= O::) w N TI �a0z °`~_LU O J rl � Q J J � LLJ W O Q a ui U ~ m O Q w Z w w d 0 0 O O ZO � e- -¢j e( w Q U 2 2> 9 W O w z Q W O/j� w �QQ On La / cn Cy of 0 d X `L z r-I 1 Q ce Y uw Q L<2: � z LL Z > 3 0 Z O a LL SCALE : AS NOTED PLOT DATE : 03 / 31 / 2011 VERSION NO. 1000 JOB NO: 11-0441-0444 SHEET NO.