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00-1068-016 7 REVISIONS BY COLUMN SCHEDULE 21-4 j MARKS SIZE DESCRIPTION REINFORCING •3 TIES TYPE Gl as x 20 CONCRETE COLUMN 40(o as 01 C2 8' X 19' CONCRETE COLUMN 416 as O I rj — - - - - - - - - - - - - - - - - - -- - G3 ' X 12' CONCRETE COLUMN 4 "5 8' 1 ^\ /^ I I C1 I~ -Z ID Cl S O G4 8' x 26' CONCRETE COLUMN 6 "6 C5 8' x 24' CONCRETE COLUMN 4 01 8' T� O1 � - - - - — ! - - - - - � I I jj� C6 8' x IS' CONCRETE COLUMN 406 as Ol '1'E I I I a G1 CONCRETE COLUMN 401 8' OI i ;,k ELEV. _ + 11.0' NGVD I CS 6' x 16' CONC TE COLUMN 4 01 as Ol I�- - -�- - - - � \� I ! I • PI 4's x 1/4' TH. STEEL COL FILLED W/CONCRETE _ I 1 1 11 1 1 1 ! i 1 I I I m ��Ln - - - - - - / I i i co - - - � ! Illllllllli O N co _ \ -- ll/i' CLEAR TYP. I I cl u ;u� cl I i \\ // _.�:. __ I I - _ <o TO TIE • , TYPE (D ``L Q I I I I I I \TE FOOTING 5CHEDULE \ POOL (N.I.C.) T ' I I MARK DIMENSION REINFORCEMENT ($Y OTHERS) ) \ I • I � I • I � � I 6 I I w TE 8' x 8' 1 '5 CONTINUOUS THK EDGE 18 I I I ('% ,.L - TE \\ // i I I I ❑ o I 1 cn 9-1b 12' x 16 2 •5 CONTINUOUS I I j \\ I I i Q I c I I lLF-20 4 CONCRETE SLAB WITH 6' x 6' 10/10 I I t`C14• 1 I WELDED WIRE MESH ON VAPOR MEMBRANE I I 12' x 20' 2 "5 CCNTINUOUS I I ,- � I � AND WELL COMPACTED FILL TO 95% �o \ / I I i I p z D . 20 0 I STANDARD PROCTOR TEST(TYP.) llF-24 12' x 24' 3 '5 CONTINUOUS,"4 � 36' TRANSY. \ / I • I I F-30 3'-0' x 3' I \\ // I o _ F-36 " 3-6 x 3-6 x 12 6 5 TOP AND BOT. co F-40 4'-0' x 4'-0' x 12' l "5 TOP AND BOT.EACH WAY I 1 4' CONCRETE SLAB WITH 6' x b' 10/10 I I I \\ // I II I I � I i o CD 4 '5 TOP AND BOT.LONG- WAY WELDED WIRE MESH ON VAPOR MEMBRANE I 6,777 I i AND WELL COMPACTED FILL TO 95io • F-2050 2'-0' x 5'-0' x 12' 8 "5 TOP AND BOT.SHORT WAY 1 \\ STANDARD PROCTOR TEST (TYP.) vI � E 2 �� �� I_ _ �� I I I I I I � i I _EV. _ + 11.5 NGVD CONCRETE STRENGTH _ (F'c) = 4,000 BOTTOM REINFORCEMENT I I I I \ INDICATES DIRECTION OF OUTER LAYER MARKS DEPTH BOTTOM BARS TEMPERATURE I 1 �, ELEV. _ + 115' NGVD I \ \\tE TE/ i - I DEF m SPACING (in.) + SPACING (in.) i C2 — , \ \ \ ,>� ELEV. = + n.0' NGVD { i I -° I I 8 6 10 5 18 I ❑ I I \ 1 / I \ PROVIDE 1 "6 VERTICAL AT 32' O.C. 18 I r I BLOCK CELL FILLED W/GROUT(SLUMP 8' TO 10') I - TOP REINFORCEMENT r \ A O A I v SPACING DIMENSIONS PROVIDE I "6 VERTICAL AT 32' O.C. I I I I I MARLS QTY TYPE 1 I BLOCK CELL FILLED W/G-ROUT (SLUMP as TO 10') (in.) A B C 0 � J g I I I O �✓ 14 Q �'-l0" 6'-2' i ❑ 1/ Q i I G3 - - - - -- - i Pi I 1 Pl I \-- - -, - - - i Pl i - - - - -- - I I I I 14 I —' I o I I o i 1 I 3 3 3 s 4'-0' ( P.AT RNERS, I OO I o I L _ _ —J J 9 I I c3 10'-11+1/2' r'a� F-3� F-30 ® B 3 0 -2 I I 28'-0' , I 11-0 , III-01 10 111/2 201-41 I 1 I - - � I I � I � i, " BEAM c,� L I ❑ I w PROVIDE 2 4 x 4'-0* I I 1 � ��'" I I N cv 1 ',; 0 ELEV. _ + 110' NGyD SLABNGRETE o LONG AT 3' O.G.TOP MARKS SIZE TOP OF REINFORCING "3 TIES REMA I i I I I @ �n (TYPICAL AT ALL CORNERS)' W H BM.ELEV. BOTTOM TOP I I I I j = 31095 " " " 4 g 12' I I I I I I I FROM GT-2 Ti 8 12 9-4 2 5 2 5 DO NOTE - I I I j - - - - - - - BAL. a48 2 0 550T. o o U = 2,130 • I ��k IG3 �- - - - - � � � � - -- - - --1 I 1 2B-i 8' 34' 9'-4' 4 "5 2 "5 12' DO NOTE - 2,3 2 "5 BOT. o ® I I I FROM GT-I I °K I I OF.EN 1 1 OPEN 1 I OPEN / 1 L_ r' `� • 25-2 24' 8' 9'-4' 6 "5 AT 4' O.C.(T 4 8) N/A I I J C I / \ I I U = 3fo95 " C3 as II 1 - - - — — - - - - - - - - - - - - - - - - - - - - - - - - - - F — FROM GT-2 O .; 2E•3 12' 8' 9'-4' 405 (TOP AND BOT) `" I I ! ! It ! Ig. - - - -- - - - - - — - - - — — I � 1 — — — DET�41L0� 2L�41' r�s - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - NOTES: 1. ADD 2 "5 x 5'-0' LONG BENT 30' FROM CORNER WITH I I I C8 j C8 SS cs W-20 cs C8 CS CS , I PROVIDE 2 "d x 4'-0' I I u- 4 "3 TIES AT 12' O.C.(TYPICAL AT CORNERS) 5OTTOM 5ARS I ( I L - - -j O O O O \ \ \ L - - J 30 (TYPICAL AT ALL CORNERS) 2. ADD 1 •5 a 12' O.C.EACH FACE AT ALL BEAMS I m I -36 6'_2' 10-1111/2 10'-1111/2' 10'-1111/2' 61_ . -�� LONG AT 3 O.C.TOP G3 ' OR DEEPER 1 1 = TAILS RS BA I I I PROVIDE 2114 x 4'-0' All lLr--20- - - -J LONG AT3' O.C.TOP r — - - - - - - I 77741 I I (TYPICAL AT ALL CORNERS) I • III ! Ilil ! II ! II�II ! ! IIIIttlli !p U = 2,130 " I - - - -- - - - I ° ' U�-Z J� F-36 RCM GT-1 r � I 8', 20'-0' 8', I • LLF-24 r — — — — — -� I I c3 Ti I I F- - - - - - - - - - - - - - - - -- - - - � - 1 1 11 � I©Itllllllliil iilllilillllll�I ! Illllltl ! III� ' I II , II Dltll ! I k<1 I I I ::; tllilpflil III• III I ! II1 III• .� i 4 CONCRETE SLAB WITH6 x6 10/10 ❑ ❑I ❑ I I ❑ 11 1 1 11 ❑ ❑ >_ WELDED WIRE MESH ON VAPOR MEMBRANE G3 I _ �LEy. = + 11.5 NGVD I I 4 AND WELL COMPACTED FILL TO 95% 'v I , I 1 f' 4 CONCRETE I I 1 D I G3 I 1 I 1 I 1 I 1 \ STANDARD PROCTOR TEST (Ti(TYPJ SLAB m L c�11 24 I I I e I 6.IO i i i i i i i I I I �I _1 I I f Qi C-4 A. 2 / I IB I 1 1 I 1 1 I 1 I m • � I I 1 LLF %,; yIIILI ! � I ! i�IIIII Illi ! 1 ! I 1 ELEY. = + 115' NGYD 1 °� 0 i I , �, ❑ ' 3 C1 ❑ I L -2® - - J I -- - G - -� - - - - - - - - - - - -� � C - i - - - - -�- � I `A 0 I I (' SLOPE 1 I i S-4 12 �_l a i I I I ! or—— d1 I ! 1 I I I �� � \ � 2� I I � - � I -- -- --I I �-- -- 2$-2 L � I c4 All l I I I I m � 1 I I s-4 I I I 1 12'-2' '-0' 6'-10' I I 2nd FLOOR I L - - ,- _ LR _ — ' —— — — — — — — — — — — — — — — - - - - - - - - - - - -- - - -- - - - - - - -- - - - - 8-0' I I Q ELEY. +20,83' NGYD C3 I I :ili ! II ! II_r! O �! I11ltllllli� � li , i ! i ! ill ( IIIIII ! IIIIDIIO !'%, �I '�! IllllilllllllrI ! ! II ! 11111 � 0 �lil ! III ! II ! i0 � IIIIII IIII ! ip Dllljlllll�llll� �IIIII ! III111• 1 (j% C-4 1 a Is I - - -- - - -- - - - - - - - - - - — -- - -� - - - - - - - - -� - - - - - -- - - - - - - - -- -- -- - - - - - - - - - - - - - - - - - J O LL a0 I 13 i I C3 U -2� C3 I \ � U --2m • I C3 U,--20 Lu I c� • ELEV. _ + 11.0'NGVD o N PROVIDE I "b VERTICAL AT 32' O.G. - ELEV. = + 10.42' NGVD 2' SLOPE ELEY. _ + 105' NGVD I I ®I I I f Z � BLOCK CELL FILLED W/GROUT (SLUMP 8' TO 10') I I ' LU -4� I I N I I 13'-8' I I@ in Q t— e 2'-10' '-0',, 6'-0' M.O. -0' 2'-10' I NOTE ct� L rr; I I I I - - , - - -- - - - I CONTRACTOR TO VERIFY ALL WINDOW E DOOR Lu C5 e 0 If I Cg 6' CONCRETE SLAB WITH 6' x 6' 10/10 c� I I I - - -- - - OPENINGS PRIOR TO COMMENCING JOB. • l1 ! 1 ! 111111 H WELDED WIRE MESH ON VAPOR MEMBRANE I I _ 5-I I AND WELL COMPACTED FILL TO 9590 I I - - - - — — - - z O STANDARD PROCTOR TEST (TYP.) I Q I N JI 2,-0, C3 -2� o C3 Lu ELEV. _ + 11.0'NGVD SOIL STATEMENT Lu PROVIDE I "6 VERTICAL AT 32' O.C- fL Is P . ` SOIL CONDITION AT SITE BY VISUAL INSPECTION INDICATES AN Q Q BLOCK CELL FILLED W/GROUT (SLUMP S TO 10) U O 1 a I -b- pD I •5 AT EACH SIDE OF OPENING LARD-ER V-24 1 ALLOWABLE BEARING CAPACITY OF 2000 P.SF.(UNDISTURBED -- SAND AND/OR ^'''� ) IL -1 aS IL cA �/ �;' AN Y-0' (7P.WHERE SHOWN) ( I I - :`"• j UPON COMPLETION OF EXCAVATION WE WILL VISUALLY INSPECT / THE FREMI5E5 TO SUBMIT A LETTER CERTIFYING THAT TO THE IR S I BEST OF OUR PR OFES51ONAL KNOWLEDGE AND BELIEF THE F-30� C6 -2�, I I I CONDITIONS ENCOUNTERED ARE SIMILAR TO THOSE DESCRIBED _ 1J g I ,6 ELEV. = + 100' NGVD '� - IIIIII�! illl '0 �Illllllll�lt i1 ! !� p1 ! i1 ! IF 71 ; '0 ,f�= ;,z 1111111 '�0 ! i !0 ] IIJI ! iIi011111111 !m �t ! 101i lilii �i• I , _. L - -- - - - - - - - - - - - - - -- - - - - - - - - ! DRAWN RM.G. : CHECKED 8'-0' 21'-4' E A.C. DATE a I CA r� _ APRIL '00 -°- SCALE SECOND FLu"OR"' FIRAM IND PLAN FOUNDA"110N AND FLOOR � � Y� o�����lo �o �o���� JOS NUMBER � � ��� JGB No. 6-, ALE: /d = 1 -(d SCALE: 11/ ' = 1'_0. 00-043, •- i ' ' ¢ � �? ��w CONSULTING ENGINEERS, F.A.P4 ,. �' "' �•°�` SHEET CIVIL / STRUCTURAL + ' P.E. 222.49 II I�I j DATED Q 1220 S.W. 39th TERR MIAMI, FLA, 33155 r � TEL- (305) 262-6225 FAX- (305) 262-2014 AUGUST '0D w OF 4 SHEETS