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F6.0 I /� / \ ELEV. "A3" o S4.03 O S5.13 wF -2o wF -2o 0 _ 3 9.7 EA. WAY. O.C. 6 Og L J L 0 / E \ @ _ _ - F8.0 -- 4. n1 __ - -� __ r - -- - - -, /i ( L� TO ( p) 23 23 - - -- 23 23 -I I I 171 O // � % r iO I 15 I � �� � i -- i / I F .0 3 F .0� F4.0 3 r1h _ \ '- I I I I I I 4sF3.0 101 Z 0 ^\ 1ELEV.SUTAP PUMP PIT. I 1 �__ � L_-J I L__J L___J L__J / 76 2 O 63 5 F8 55 F8555 F8555 F11.0 PUMP P - v p F10.0 F12 p F10.0 i i F10.0 / 6 / 76 °' ELECT.ESC / O SHEARWALL ST-IA5 1 0 ` " 10.4 PIT. -Al // s �Q AT STAIR A -5 I I 1 / _ - 4 - \ o 1 F6.0 F6.� 2 F6.0 3 6. 3 6.0 3 F6.0 3 F6.0 3 F6.0 3 F6.0 3 F6. 3 F6. 13 F6.0 ' i Iv 4 / 07 �� - \ 2 r 2 -� -� -� -1 48 8.0�- F1o.o _ __ __ I I - --I \ ) Fs.o I 10.8 17- (- - -� S4.02 r - ® 8 I it , F8.0 r - - O 15-1 r -1 O O I I I ■ 14 1 / / /� \0! 1, "�'- `' -4 "L 0' -�= 81 -6" at -G' J 14' -2" L J13' -2�i- 91 -6° 8' -6" 8t -6" O I I I I I I I I I I 11 \i / % C76)--(03- O 14 I _ .I I I I I I I I I I LyJ I II L -I -J I L / �� - i _ ------ - - -- -- I I L___J -J f L -J L-__J L_I_J I I I F10.0 I J 1-� \o' � F5.5 F5.5 62 F5. 70 14 F6.0 r z / ° ,r, L -� F10.0 F9.0 I F 030 F8• ° F8.0 31 _ \o, 9 11.0 F13 I9 F11.0 I I 17 r r r -1 r I I ° /\ ' i 31 F1206 L' F8 FTG. 10' -0" 16'- 0 "X2' -6 "THK. I o /r 0 /r \ F9.0 11.1 L J L -- J L_ J L_ � I I L J I- / 32 < \ 9 \ F7.0 , �0 5'� REINF. W/# ®10" TOP & BOT. L - - / - J 17 / / % - F9.0 67 68 68 69 L J / 33 \ / �� EA. WAY. O. C. 19^F16080 / \ / 17 / F6_0 1 31 // - _ �7 / / \J F9.0 \J Q F9.0 7 r -I _I 121 I I 32 I -I r 8 r ( ® r I -1 / I r - - -1 �- - - _1 ! - . - 1 _ 4 ST -A6 �-- °t F8.0 OI / O3 i , 3 3 / / I / I __ I --- - - - - -- I F12. I _ I I I I I� I I ,/ I �I I ID I I�I / I �' L J -� F10.0 F11.0 I I I I " I I I I I I / 23 � � I I F9 0 r 1 S5.09 MAT 3' -0" THK 14 14'r q 33 / L__J L - -� - -J L OJ \3 \ L_- JF12.0 L - -J L__J 3 O F16080 / _� L_ 1 23 2 S I OI -- -- W�/�9A8 O.C. �/ /14 O \ 7, O-I O� 31 \ MAT 2 -0 THK. F10.0 0.0 F10.0 � F10.0 f! I S I O 14 10 10 O F11.0 0� 8.0 / W / #8 ®9 "O.C. �o \ 9A i F10.0 _ J I I I I HK. TOP BARS. I I I I L_ F4.0 / OP & BOT. / i /� Z� 2 1 F9_0 F9_o _ -- 12.4 i 1 I I 11 p I I I I I -r J 16 HOOK TOP BAR. O F7.0 O r r f 1 Gj0 - / 2 I I �I DI I S F11.0 F12.0 F12.0 F11.0 r - - - -i / 2 I I I I I I F9.0, 1 3 23 114 14 / F8 /.0 L _J L _J L__J 21 D.9 /3 O /�' X7 2 .0 �.� / F9.0 F9 % ^� F1 L ���� \ 0 21 </ > \ \ �\ \ I L F12.( F9.0 9.�,\ / C 0 � F5.00 7 ) � \ F10.0 _ F12.0 - r -� I F12.0 / 21 \ / 5.0' -1 r' 10� MEN INS I J 23 O O 10 114 } I 23 n\ I I I I I I I I I L- J I I I I I I /� 9A /4 4 �, 2s /� 17 / �17D 1\ 3.2 \ f I I I i I I I I I I 7.01- -J L_ _J L_ _J L_ _J , / / �- \ ^ ^ I 141 F12.0 F13.0 F13.0 F12.0 -0 % 14,1ti Z9/� 1- / 1 1 `' / n\ / \\ - _J L -_J L__J L__J #8® 2 "O.C. r12 CENTER OF COL. / GA G•7 4,\ „/ � 29 � F9.0 � - - � i � � � - � / � � \ \ F12.0 F12.0 F11.0 F12.0 TOP BOT. S4.03 10„ AND FOOTING. F• O H.3 F8.0 1 / r F9.0 i I o FOR FOOTING SIZES - 1 FA AY / U d IQ• l _ - I SEE SHT. S5.07 o FT .2' -6" THK. I F8° \ / 40, H.5 H.5 F8.0 L L� J 49 i ( / -\\ G OTTO 16 © G.3 `'/ ` H.7 8'0 4g F6.0 F6.0 `\\ o v 0 // 42 F1 - 12.0 _ F12.0 F12.0 F1 O_ L _ _ J O I (SUMP PUMP P SHEARWALL AT STAIR B -1 0 / lO / T \ \ r -� r -1 r - -� f F12.0 SEE COL.DTL. 136 SEE SHT. S6.03 F8 / 2�\ , 28,\ I.1 \ o o 01 I I 1 10 I I 1 p I 1 O I O9 1 - sH s8.03 1 1 - - - - - 13.8 �' ° ' 4» 8 H. 13. 47 1 1 I I I _ , I (V 4' co I 0 0 I CV 'b I CV �r I 0, CV 361 I� 4.54 � �- - -1 I 15 I I 15 I I 15 I / ®> G. 0/ 2 -- F4.0 J L - --1 L- J L - --1 L__J �I I I I I I o / / 22 28. r,� - F13070 F7.0 F8 0 r -X, c\ I.2 SS 47LJr 47 I -1 r -� 1- -�1s 16 r , 1sr I OI -�) I L F1 J L- -J L- -J io F10.0 /�� �� F1 _ 01 �� 42 46 1 ■ I I I I 1 1 I F12.0 F13.0 2 0 T c�5 L J L -J L -J 46 I L J L J J 16 13 i 14.1 _� 3 ®� `�7 90 26' -0' 1.9 47 F4.0 - 45 L -1 F6.0 F6.0 L F10.0 -0 L - - -- -� / O/ L F9040 42 N _ r 8' 0" - - \ F10.0 //\ \ 4 7 � � 44 r � � L • � 11 1/ &1 F11.0 /� \ ` / O/ J O/ • 44 r F4.0 7.0 45 L J r 14.7 `� / O3 L L / • ' F9040 ©� F4.0 I 116 l l �l F00 �/1/7 � F�0 �0�1 � � 2 2 45 7.0 45 7.0 L . L / \ /� \ - J 42 F12030 O F7.Or - -� r- - --1 -- F10� l 3 7 Lam\ I I 1 15 1 1 15 1 1 15 I I O 4.9 - i l O\ F70 0 / O/ r -1 51 -- L 1 F4.0 r 7 F4.0 F12050 I I I I 1 r-� I O37 1 / 3 Lam\ / �\\ Lam\ / 14 I O - 42 '� - LJ - g -�F8. 45 L__J I I I III II I I L. - --� / / F10 l Flo 1511 1 -� o 46 -J L_ _J L___J L / 0 3 0 __ I 46 I I I - -L F4 O F10.0 F12.0 F13.0II II F13.0 F12.0 J/ / O/ r L _ _ J _ _ -� SUMP 42 �,` O L - J 9 42 Fs `m 6 r1 F7.0 r / ` / / 37 F11.0 L -- 4 I r _� - 7.0 3 p F8� F9030 �LJ /^ II II 1.0 , L J 11 11 �� \ / / ���70 F10� / F10. 1 (51 1 r 51 14 7.0 �- -� r- --1 �'� 7 L�� F10. , I �F9.0 10 (_ -1 17- -1 2 I 0I F-0 I 12 20� -1 02 I 02 I F12� 3 / r� l Flpo F - -J L__J I 1 14 I I I I I I I I I / / 0.0 L J L- -j \ J 3 � n L__J F7 7.0 16 L - -J L__J L - --1 - L L_ 90 L - - -J / O/ FTG. I F 0.0 5 ELECT. F9.0 ^ o F7.0 F10.0 F10.5 F9.5 (r F F11. ESCAL.PIT < r II 11 6 F1 1.0 k \ / 54.02 O L _ J II 11 S5.10 5' -5 3 8" 3 F12 0J 1 O 1 x510 52� r 52� � 1 51 F �51 F � r 2 F7.0 _ _ _ II II _ T.O.FTG. _ _ I I I O r - � 1 11 - r -� r- � - r � I 10 16 15, L -J 15 I I I 15 1 15 ( I 15 I _ I I I I I I 4 I I L_ J L J L 51 L -J - O I I I S4.01 J L__ L__J L__J F8.5 F8.5 F8.5 ° ■ ■- - I ---I 2 54.02 F7.o I , I N -- - J 15 F10.0 F10.0 N -/ L _J L__J L__J _ _ _ _ _ _ _ _ F 40110 S5.10 F11 0 L F11.0 L F13 0 L F12.0 0 40 /� F7.0 0 F11.0 F11. ESC. PIT N SEE SECTION 4 \S4.02(TYP.) SUMP SHEARWALL AT STAIR "B -2' 3 _ _ _ _ 12 r -F8.5 41 �•p� p °c EL TOR PIT 3 51 51 51 O (- 1 F11.0 F11.0 O S4.03 I 14 14 __ r- - I I I I I I � � � � 3 n r -1 2 2 I 1 3 1 3 1 F11.0 f O� � -1 2 1 I 1i I* I E- I L / \ > i ID I I I I I I 01 L _J L__J L -J L- -J L -J F7.o J 1I 1 ( I I I I I SUMP PUMP PIT F9.0 41 o 11 1A \v / // L__J L I I _ _J ° ,- „ „ L - -J I 13 I SHEAR ALL AT STAIR "B -3' r - - - - -- 7 ' 2' F9.0 I I 4 0 , , 4 -0 #8 ®10 O.C. REPEAT DIMS �o 8.0 "� X61 °•" F10.0_ BOT.EA. WAY SAME AS NEXT 1 4.03 N 10 SEE SHT. S6.0 L F16081 �� 7 6" F16075 - N F16075 I I 3 1 ®I /r EQ. SPA. r O FTG. SOUTH SIDE) .l r 14 F16075 i SHEARWALL AT STAIR "B -4 i 40 ^ 41J b FTG.2' -6" , r o0 r"(-7 1 O 3 \ FTG.2' -6" THK. \ I I 15160 �O r I 1 6 O O I I / \ I I 1 114 I I r /, 19 THK.WITH 38. / o I C 8 #8 L.W. I I o 15.33 I L- - -� \ o I \ I I 1 I T `-' I / I I / \ I I I \\ \ I 43 I �F5.0 L- J F7.0 N .9.8 a BoT.SPA. 16 / 8 #8 S.W. � i 16 � / 16 16 � 16 16 I I -,�'�� \/ _ O.C. O / 16 ©I I © 1 161 16 16 I 16 1 16 16 I 16 16 - MINE BOT. J _ 20 2' -0" 16 Of of 1' -4' 10' -0" 29' -3" 25' -6" 2 ' -0" 2' -0" ' -10" 40' -8" 40' -8 "- 37'-0" '- " " 14' 0' -0" 30' -0" -O' -O" 30' -0" 27' -2" 3 #8 BOT. l I O.C.EQ. SPC. 505' -1 Y' 1 � 2 E BLDG. B PARTIAL FOUNDA SCALE: 1/16 " =1' -0" 3 4 � 5 1' 199' -5 144!' J K K.1 L M N 0 P 9. * COLUMNS IN BUILDING "B" TO THE NORTH OF GRID LINE K.1 SHALL NOT GO BEYOND ELEV. 32' -0" THIS SHALL SUPERSEDE PERTINENT INFORMATION SHOWN ON COL. SCHEDULE. ALL OTHER INFORMATION SHALL REMAIN THE SAME. 10. * FOR SUMP DETAIL. SEE SECT. 12/S4.03 KEYNOTES: 10 PEDESTAL, SEE SECTION 19/S4.01 20 THE TWO COLUMNS TO BE POURED MONOLITHIC. 30 TOP OF FOOTING IS 6' -0" BELOW TOP OF CONC. SLAB ON GRADE. ® TOP OF FOOTING IS 1' -0" BELOW TOP OF SCALATOR PIT SLAB. io ii iz is I 14 15 R s S.1 I KEY PLAN � LI 14_ IKI J _H THE COMJl ALAS COMPANY 1111 Lincoln Road Mail Suite 510 Miami Beach, FL. 33139 (305) 532 -0433 �o I--F 0 E F6 F16 80 r 2 / WOLIFBERG N / F ALVAR EZ .9 AND PART�IEI�� ARCHITECT M - ENGINE BRING PLANNING - INTERIOR DESIGN 23 r 2 5960 S.W. 57TH AVE. / 292' -7' MIAMI, FLORIDA 33143 F9.0 TEL (305) 666 -5474 FAX (305) 666 -4994 r r - E AA 0002416 11 17.3 F G L_ NOTES: CID (j) F7.0 1. * ELEVATION 0' -0" = DATUM ELEVATION (11' -0 ") NGVD EUGENIO M. SANTIAGO, P.E. 2. * TOP OF FOOTING ELEVATION IS -2' -0" BELOW TOP OF r - FL. REG. N0. 19673 CONCRETE SLAB ON GRADE. 3. * CENTER OF FOOTING = �L OF COLUMN OR WALL (U.N.O.) 4. * FOR SOIL STATEMENT AND OTHER SOIL INFORMATION REFER -w 1s.s TO GENERAL STRUCTURAL NOTES ON DRAWING S8.01 "t7 fy . 5. * FOR FOOTING SCHEDULE REFER TO DRAWING S8.01 6. * FOR COLUMN SCHEDULE REFER TO DRAWINGS S8.02 THRU S8.04 TION PLAN 7 * FOR S 04 ALL LAYOUT AND DETAILS REFER TO DRAWINGS RU S S6.01 -O 8. * FOR FURTHUR INFORMATION ON COLUMN LOCATIONS REFER TO GEOMETRY PLAN ON DRAWINGS A1.01. : REVISION DATE 8 c 9 1' 199' -5 144!' J K K.1 L M N 0 P 9. * COLUMNS IN BUILDING "B" TO THE NORTH OF GRID LINE K.1 SHALL NOT GO BEYOND ELEV. 32' -0" THIS SHALL SUPERSEDE PERTINENT INFORMATION SHOWN ON COL. SCHEDULE. ALL OTHER INFORMATION SHALL REMAIN THE SAME. 10. * FOR SUMP DETAIL. SEE SECT. 12/S4.03 KEYNOTES: 10 PEDESTAL, SEE SECTION 19/S4.01 20 THE TWO COLUMNS TO BE POURED MONOLITHIC. 30 TOP OF FOOTING IS 6' -0" BELOW TOP OF CONC. SLAB ON GRADE. ® TOP OF FOOTING IS 1' -0" BELOW TOP OF SCALATOR PIT SLAB. io ii iz is I 14 15 R s S.1 I KEY PLAN � LI 14_ IKI J _H THE COMJl ALAS COMPANY 1111 Lincoln Road Mail Suite 510 Miami Beach, FL. 33139 (305) 532 -0433 �o I--F 0 E F6 F16 80 r 2 / WOLIFBERG N / F ALVAR EZ .9 AND PART�IEI�� ARCHITECT M - ENGINE BRING PLANNING - INTERIOR DESIGN 23 r 2 5960 S.W. 57TH AVE. / MIAMI, FLORIDA 33143 F9.0 TEL (305) 666 -5474 FAX (305) 666 -4994 r r - E AA 0002416 11 17.3 EB 0002354 L_ F7.0 EUGENIO M. SANTIAGO, P.E. 11 EGISTERED ENGINEER (CIVIL /STRUCT. r - FL. REG. N0. 19673 L F7.0- r: ± ;.., . rte', ���.} 1� F•'` ut Y -' ,' -w 1s.s F7.0v "t7 fy . ISSUE DATE -O 46' -1Y' " O : REVISION DATE c 08 -07 -96 PRICING DOC. 12 -10 -96 0 2� 01 -14 -97 : 7- 8 02 -12 -97 -1-- - U .w _o B �0- .Q CADD FILE NAME BS300 -RT DRAWING TITLE BLDG B FOUNDATION PLAN A SHEET NUMBER B -53.00 16 17 18 or