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00-0445-080 If A (PROPERTY 4" THICK CONIC. SLAB ,LINE 4 SEE PLAN 4> a a _ _ _ _ -_---------•------------------- - '" � - FOOTING SCHEDULE _----------_ ____ _— — ASCE 7 93 WIND LOADS ON COMPONENTS & CLADDING WIND VELOCITY = 110 MPH III=III=III=III III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III - IMPORTANCE FACTOR 1.05 III= EXPOSURE CATEGORY "C" BOT REINF. TOP REINF. =ICI III=III=III =III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III III=III ZONE ZONE ZONE MARK ELEV SIZE DEPTH REMARKS L.W. S.W. III- III- �' S 4 5 L.W. S.W. I s i t - 10 20 50 100 200 500 �TE-8 -0'-4" 8" x CONT. 8" 2 - #5 CF-2 ZONE WF-24 -1'-4" 24" x CONT. 12" 3 - #5 SEE SCHED. WF-24A -1'-4" 24" x CONT. 12" 3 - #5 3 - #5 *EXT. 6'-0" INTO ADJ. WF-24 1 -42 -41 -38 -37 -37 -37 a = 3.5' SECTION_ WF-36 -1'-4" 36" x CONT. 12" 5 - #5 #4 ® 24" 5 - #5 #4 ® 24" - TYPICAL WALL ELEVATION THOMAS T. COOPK A.I.A. AR44M SCALE: 1�2• - 2 -89 -82 -71 --61 --61 -61 2 WF-42 -1'-4" 42" x CONT. 12" 6 - #5 #4 ® 24" 6 - #5 #4 ® 24" WF-52 -1'-4" 52" x CONT. 12" 8 - #5 #4 ® 24" 8 - #5 #4 ® 24" �. ) 3 -89 -82 -71 0 a F3.0 -P-4" 3'-0" x 3'-0" 12" 3 - #5 3 - #5 1 4 -48 -45 -42 -41 -40 -37 X'4 F4.5 -1'-4" 4'-6" x 4'-6" 12" 5 - #5 5 - #5 2c"1 J 20'-8" 30'-10" 3" 11" F5.0 -1'-4" 5'-0" x 5'-0" 14" 5 - #5 5 - #5 5 -fit -57 -52 -48 -42 -37 � ' " '- '- '- " #5 ® 12" #5 ® 12" #5 ® 12" #5 ® 12" 2 NOTE: 1 _p F10 x 12 -4 0 10 0 x 12 0 16 !' 1'-0 W-4" 9'-4" 12'-8" 4'-11" 13'-3" w co AT NORTH AND WEST FACES. IJ 4 & 5 45 43 41 39 36 34 cn PROPERTY LINE IS TO © CF-1 -1-4 3-0 x WIDE 16 2 �� " " #5 ® 8" #5 ® 12" #5 ® 8" #5 ® 12" c� ® O S. lw CF-2 -1'-4" 4'-6" x WIDE 20" #7 ® 6" #5 ® 12" #706 #5012 �y V •o s I o.' r e ° Q. � DC ° C3) 3 °' O O 1 WF-24 �� WF-24 I .- - io PROPERTY n I++ ____ -- -- _ -- LINE ---- -- ---- -_- . .. CON Z) Ln O CREPE COLUMN SCHEDULE ® �, o L-__J �__� _ I N o SEE PLAN M O F3.0 F3.Qr I �! V 20'-8" `� ; 3 tO VERTICAL TIES � " " .. J MARK SIZE (in.) REINFORCING (#3 U.O.N.) REMARKS j x u, MATT FOUNDATION © 1 O 03 28" THICK " 1 I w/ #5 ® 8 E.W. EXISTING 1 NO SLAB 1 8 x 12 (MIN.) 4 - #5 ® 8" O.C. TYPE "A" ad � U. _ o TOP & BOTTOM PIER ® STARBUCKS I " V cal ' 1 2 12 x 20 (MIN.) 8 - #6 ® 12 O.C. (2/SET) TYPE "B" �. i C3) 24 x 24 8 - #6 ® 12" O.C. (2/SET) TYPE "C" °� I" W S.2 1 I I w " " ua 0. C4) 8 x 16 (MIN.) 6'— #6 1 ® 8 O.0 TYPE D Y� v>t -C o O 5 12 x 27 x 27 8 — 5 ® 12" O.C. (3/SET) TYPE "E" Z 6 16 x 16 8 - 6 0 12" O.C. (2/SET) TYPE "C" �o u N 1 I I WF- 4 1 I 1 I TB-1 I 1 1 Jj 13 ^ ~ J I , BENEATH 1 �0� I COLUMN TYPES; ­ • I I..ST.AIR....... o :I I �. . . . .1 � � �'. F3. I ' F3.0 00 N en 1 M I 1 1 N I 3 i `STEP FTG 1 �1 i.1 �n I 1 SEE DETAIL 3, , , I NEW SLAB 0 I "1 1 1 I I I TO ABUT • • F-uj 2 �--2"I 8" 14'-0" 4'-0' �V` 2 .� EXISTING TYPE "A" TYPE "B" TYPE "C" TYPE "D" N 2" I N , I .. gr.. I F3.0'*-, STEP FTC N i " TYPE "E" I 1 I I N SEE DETAIL t,.. 1 5 CHAMFER �I 2 TYPICAL PROPERTY LINE o o A ® CORNER ONLY LUMN I 1 ••••• ` '' • 5'-8" + FOOTING DETAIL SCALE: 3/4" = 1'—O" ALL SPLICES TO BE CLASS "C" U.O.N. ( ) DENOTES 1 - #5 1� 'F3 0,00 1' -10" " 1' 0" " 1' 1'-101 SEE ROOF PLAN n2 IN GROUT FILLED i I 1 - " W-9 4 -r',n 5'-8 5'-8 it-IQ" 5'-8 I BLOCK CELL (TYP.) 1 d. I 8 8" 3,_p. 1 V-3'� 0 2 2 _ 0 ,�_ MATCH FOOTING 1 I STEEL r rn � i i i 1 -- ___j TE- L_�-j T - L-------, 24" 3 i I -24 F3.0 F3.0 CF-1 o 2'-8" 0 A� j I ,� �------Ir- STEP FTG I I 't w I N 1 F10 x 12 1 1 SEE DETAI 1 1i © N (N.T.S.) 3 : I 13 O41 i 1 .,; 5 i.... = 8" x 16" 1 4 5.2 I I '� I 1 00 DENOTES 1 -- 5 in I N 1 l O I I CONCRETE BLOCK # 41 I i i t 1 i I 1 ;n AS SHOWN CONCRETE FILLED . SLAB BY ,Nn " " ;, STARBUCKS 1 3 2'-4" Od BLOCK CELL 4 -4 8 a PA I I I I 4 1 CF-2 I I w N 0 3 r� 1.10 S.1 �.. rr -y------------J ... i O4 3'-0" NOTE• ....,i.. ..i. ..... .i. . . .i. ...... ... I STAGGER COURSES TO /� �\ INSURE INTERLOCK OF j L% 4 ] I i 4 O I I 6......�.s..�...`..................... II........ El.a • —'\J 1 � �- MASONRY I F4.0 0 1 a O [� 21 8" 18'-8" 8'� 1 15'-8" 15'-3" 1 8,* " 1 w 00 P� > � V t� N c0 11 :'j I I N 1..... I M O �' � �• ' •'•,� ��. 2 � '� �' � SECTION � � -i � W �, 3 1 _ , 3 �,� © TYPICAL STEP FOOTING DETAIL - , , �- W LI O -- _24_,0 0 3 CALE: 3/4 — 1-0 0 u. 4 I I r__ ___-CF_2 1 1 4 w NO SCALE ...... r L 0 0 ------� I O ® uj O' O 8 -8 6 3 �...I... ........ ......................... 1 1 1 cn s O I 14 ©4.1 1 F4.0 V1 N � 100 I d-I f� �I I I ■ j j W s . (D 1 11 N �- IO 4 C SLAB I 1 ao COLUMN 4 BEYOND 0 1i- 11 I �.I F_243J 1,�. RETF. w�6 x 6 - Wt4 x W14 W.WF , 1 O O = V I 3 I I 3 I 1 N OVER 6 MIL VAPOR BARBER ON }N r. 1 _ ___i COMPACTED FILL ( SEE SOILS REPORT ) I �t �I _ _ -— - — - — - - — - — - — - --- _ -— - n a 0 i D1 ( i 41 1 i i 3 i I3 © of FIRST FLOOR _ "� O o �NTE-8 I I w _ III III III III III II III III III - y j 1 1 WF-24 I 11n - TE8� 1 TE-8 _______� i 4 ---------------------==v _ 0o n _ 1 :r _- -- ------ --------:---------- �r—nr--nr--nr— I I I I IN x--24 , 4 WF-24 III=III=III=III III=III=III=III -- �' w, I I I Iw :I{� O O I = __ _ __ ELEVATOR PIT WALL -_ _ -_ _ III III III III III: I I III III III - ____ __ - ® --III III III " --III III III T _8 ..................................... = =III°III 8 CONCRETE WALL III=III=_I��=��� III III III II III III III III _I �j5 ® ,? VERTICAL =III=I I I 5 ® 8" N •••••• 4" Cam' SLAB I & ##5 0 12 HORIZONTAL - i 1 N REI F. w 6 x 6 - Wt4 x Wt4 W.WF _ — (TYP. ALL AROUND) — - III 111 ir 90WELS OUT 10'-0" 8'-0" OVER 6'/Ivt_ VAPOR BARKER ON III=III= • • • . ' ' .c OF WF-24 I L'2'-4* COMPACTED FILL =III= SEE ARCHITECTURAL FOR ( I I=III MEMBER R WATERPROOFING — - �w I I III - III=11 19'-0" 28'-2" =I((— =I I(_ #7 0 6 O.C. LU • • 2" 2" 51'-7" ' 1" 3" CLEAR 3" CLEAR COVER 0 T, TYP. ALL AROUND N '''=III=III II=III=III=III=III=III=III=1�1- DAM 10.24.2000 F10 x 12 BLOCK OUT FOR SUMP PUMP FIRST FLOOR / FOUNDATION PLAN SEE SCHEDULE COORDINATE w/ ELEVATOR NO' MANUFACTURER � SECTION SCALE: 1/8" = 1'-0 SECTION THRU CF-2 DVVN BY: CALE: 3/4" = 1'-0�� �rr 0* eY: M&rk* Mill SEE ARCHITECTURAL FOR DIMENSIONS NOT SHOWN '� ` REY13iOt� l� ARIC COLVIILE P.E. 1; j i 7531 SW 63RD COURT 09.18.00 r,� , <� x �O TH MIAMI, FLORIDA 33143 2 SECTION �+ 3 ) .667-6505 FAX 786 268-7089 10.26.00 _ o ( ) CALE: 1 2 - 1'-0 `�.9 F-RIC COLVILLE #40,924 STRUCTURAL © 12.19.00 J,111T!`111'111 1,7­-