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12-86 4OF7-0261 2 3 4 5 6 7 8 9 10 11 12 13 14 15 CENTER OF VS- 22'-6' 35' -8" 20' -0" 40' -0" �� j ^\ �o 11 1144 W1 EXISTING FOOTING. 1 / / \ \ \ 48'_011 F10.0 I I \ / F6013 1 F 2.0 6 0'X13' -0" FOR FOUNDATION THIS AREA L - - I F8.0 X2'-Y' BT.) 15 X.5 REFER TO GARAGE DRAWINGS _ L - 7 F12.0 \ 14 #6 S.W. W - 174' 0" x3' -0" S� 8 , Y.1 L N - - --1 1713.0 1' 5512 16'_0" 1 8 r/ r N I 26, W.9 14 F 68 16'-0„ Z.1 Z.2 C � 8 3' • S 21.5 1.5 I I W „ 9.4 r '7 `w1F3 8'-0, 0 \ 9„ Z.3 N.6 0 0.3 0.6 0.9 P.2 M WF -20 2,. • $` - 14 \ ss - -- LJ -- - L J - - -LJ W 9.7 87.T 1 26, -g 0 F10. \ \ .1 O 19.4 F .0 F4.0 ry 48 �--� 0 I R 5� 5 3' A 3 55 2 £�F�T 10.1 r 10.1 _ I N ` P `1409 178555 I ° /\� \` \ Q // \ 176.0 SNFj,RW05 „ 0.3 �O 1' a / / ELF • 12" \ 10.4 2b �� \\ \ 10.2 / G6 `14 \ ® ONC.4yqt 176.0 3 3 3 48 iv o \�' G1 LO / i 23 \ \ 3 F6.0 3 F6. - -- - - -- - - - - -- _� G1 r \ 1711.0 p J \Fg0 J 14 4Z 66 113 -1 r - - - - 12'- 6 4" 6 / " -6" 1� �" FAO. 60 X0\0 / C FSCgt �v 6' -- _� , ' _�� 1711.5 � � 10.8 I 2 5 21. L 179 o G1 $ ' 3 , / - / ,� ,� \ > o. T / \ o G 1 I ' S¢' �2 F2S NK 4f4 0 / 5 -3r� O °•- 70 G1 F10.0 I I 21. G1 \� SEE SHT. 6.06 o ^\ i O r 10, I 1 I 21. FOR FTG. SIZE F2S 1 , "Xl , \ 4 I cO I / AND REINF \ 1 11.4 / / S • 12 \ \ �� 12.1 J L - J 60 I I , ^ � � � 57 F2� $5. 12 I SEE SHT.S6.06 I G1 F1 G1 \ I SHEARWALL AT \ / 23 F� 1 C(R 17'_2_U190 4 0�� I FOR FTG.REINF. I /� \� \ ELEV. "C3 " \ 6 0 14090 S P ^\ AND SIZE. 0 i I L - -- --- - - - - -- - - - -J > - - I �0 12.3 12 L O�G s� G1 F11.0 - - ` r / •� G4 ^F9. 11 G1 0 \ 71 j- - -� r 1 - -� - -� I _, \ I Oj �� 7.9' 2o� -o "X20'- o "X2'- " ` \\ / 516 O =° I I I I I I I I I 1 I 179.0 I I G w 8 ®12 O.C. / / ' /# 23 � 14 � -� �,\ > �0 12.8 I TOP & BOTTOM, I I I I I I I I I N I I G9 / EA. WAY. 12.7 \ o 179 r ,,`� _ - -J S5.09 L- J L_ - -� L_ - -J I I " 1 176 0 ° � ®,�° ^@ G3 171 .0 G2 1712.0 G1 1710.0 i G1 i 12.017 -9' - 4 - 1/4 179.5 r- o SEE SHT.S6.0 Gg 7 55.22 L _i \ O FOR FTG.REIN . I - - ' -10" G4 / \ F4.0 - - b0 13.1 �, �o�/ loe ro \ /�O n\ AND SIZE. i F10.0 > i r / `�' ��' 10, < \ O 0.0 G1 F11.0 G2 171 .5 G2 F12.0 G2 1711.0 I �, ■ I \ / I r'� \ \`l, > \\ > �O- 13.4 721--- -1 - - - -� I G1 I N L - -J 179.5 v Wl I �` \A 1 1 I I I I I I I I I � r _I 11 I I I on I I I I I I I i I 1 / / \ •2 I ELECT. ESCAL. H- L__J L-__J L-_ -J L___J I I I I cs F10. Z' < 9' , 5 __ -- _ PIT 9 /> ,/ \ L - ` S4.02 R1 174. / < \ n S ZES I oo I F9.0 1 / G9 \ / >> \ / �O r -I \/ O S°5 c o I G1 c1 I \/ 5' -8 1/2" G 9 5' -8 1/2" �o �\ \ > 0 �. F8.0 < 1001, ° „ 8. I I G5 \ 6 ` 1' -4" ,<•�\ > < > 9 Os 2 G1 F1 0.0 F1 .0 G1 F10.5 G1 F10.0 L - - - - �- 177.0 \ / / , G1, -� r - -� G4 V �^� 4 ^� / < \ ^ I r I I GW8 4.02 < >� �° \ �> 13.7 v > �\ G4 v R: 646' -0" " - -1 \ 4 GW7 ^ v 4 178. rG4 0 -I r - I- G4 G4 r 4 I F13.d 16 17 18 NOTES: 1. * ELEVATION 0' -0" = DATUM ELEVATION (11' -0 ") NGVD 2. * TOP OF FOOTING ELEVATION IS -2' -0" BELOW TOP OF CONCRETE SLAB ON GRADE. 3. * CENTER OF FOOTING = CL OF COLUMN OR WALL (U.N.O.) 4. * FOR SOIL STATEMENT AND OTHER SOIL INFORMATION REFER TO GENERAL STRUCTURAL NOTES ON DRAWING S8.01. 5. * FOR FOOTING SCHEDULE REFER TO DRAWING S8.01 6. * FOR COLUMN SCHEDULE REFER TO DRAWINGS S8.02 AND S8.03 7. * FOR SHEARWALL LAYOUT AND DETAILS REFER TO DRAWINGS S6,01 THRU S6.04. 8. * FOR FURTHUR INFORMATION ON COLUMN LOCATIONS REFER TO GEOMETRY PLAN ON DRAWINGS A1.01. .9 14.5 ^ -' 42 L ,� 46 I _ 47 -7 1 4 � > \/ / \ O 47 L 45 L F .O.I.I Q 178 5 J Q � F9.0j Q. L 11 5 Q. GW6 _ F6p , O ^ <\ 0> ^\ � -1F7.o G 5 I 145 GW2 GW3 4 ,- " 39' -6" (8) n < ' \ \'`moo ' <\ 2i> ^ L J R: 645'- R• L_ F7.0 45 45 0 177. 7 45 F7.0 FI I I 25' -3" 11' -9" _J L_ g0 - JF8.0 45 4 - - F6.0 2 Q 0 N , L - J 2 �� 6 F__ 711 177.0 1716 80 r - , r �_ r , 174.0 16 120 I 20 L7--j I O ' - �'0 - 179030 , � � _ 178.0 2 179 60 J L- J F9060 J _ J I I r - -� 51 F9.0 r- , 14 \ 2 / O 177.0 16 F .0 L _J 10 r 1 14 N/ i -OI i -OI r- 178.0 L - -J E L J L t- L F9.0 F7 F7.0 ^ _ 5 / L - -J L - -J I20 I I I F7.< o O F9.0 F9.0 LO _ J 120 I 14 \ ,� F8.0 L --1 " ,. F8.0 51 I 51 F � r -� 2 23 2 / -7 11 SHEARWALL T ELEVATOR C -1 51 L - J / AND STAIR " -1" L J -� L / F9.0 r F8.5 F8.5 F8.5 F7.0 i ` Jj 11 O2 F9.0 F9.0 40 F7.0 17 3 11 r F7. J - - - - F18080 i O I I O DL 177.0 L- L- 178.5 177.0 1- - -- - - -- - - - -- -1 14 14 (- 51 41 r '7 r 11 I I � I L F O L F O L _J F7.0 J o L 177.0 2 F --- - - - - -- -I 41 r � 1 I 1 L 11 110 SHEARWALL AT STAIR "B -4 i ^ J 41 18.6 ° F7.Ov r 11 - -- © - -- © - - -- -J 176. 1780 `" F7.0 L J 43 I �F5.0 L J 177.0 2., F7.0 3 N v � 00 16 16 16 S5.10 0 99' -6" 30' -o" 30' -0" 27' -2" ' -6" 1' 46' -10" 25' -6" 37' -0" 37' -0" O 199' -5 11i" a 0 ~ B CD 0 P Q R S S.1 T U V W c Of i 0 Ln A z w Y Q JP J �J Y 1 J 1 z BLDG. C F OUNDATION PLAN SCALE: 1/16 " =1' -0" 3 ■ 0 5 7 0 E KEY PLAN D ' \ �' v' 15.5 1'10\ol > O 1780 \ 4 S4.02 loe • TWO COLS. \ ,o l < TO BE POURED '`0 �� 0j• 3.6 MONOLITHIC. 0 v 9 ^ 09l ov > 0 \ /� ' ° �O V000l \ O> \ / \ � \ L 9 \ / 6' < 179. �r4o < > r 9 r � � ,, TWO COLS. /' ^ \ ° / 9v / 4. / TO BE POURED < \ , ^ / \ .0 /� MONOLITHIC. \O> < L J 178.0 , 176 0 ` ' \ 8 9 ^ / \ IO I 174.0 ° / �o�' 90\ �s > �\ I I <\ O> L- J F9. / 178.0 , � \v, ^ ^ i I I I I 1 2 "' < L J L - J ( I MAT 3' -0" THK. <\ O> \\ / W/ #9 ®8" TOP & BOT. \ / .�` / EA. WAY O.C. �\ / ^ .0v \ I HK. TOP BAR. 0 4 � v \ I O 2' s" 10 <' �s > F1 080 i i / 2 \ F 080 rF,12. - -, 90 / 11�1 O I I \\ /> o i IO 05 ' 11 05 " <\ % A. 1 I L L_ J N J - - - - L J 05 - I HEARWALL AT STA "C -2 �S __ O - - - - - - - - - - L 12090 F6 6 © 1 0 - - - - ° 0� COLS. Cv '- 0 "TYP. o TO P RED 3 38 38 38 ° r - MONO IC i I 91' -6" - - - - - -- -- -- L3 J - - - - -- -- - -- , 8.0 2 °, 30' -0" ' -6" 30' -0" 30' -o" ' '° � @5' TOP K& BOT. CONT. FTG. 4 -0 X1 -0' DEEP CON . FTG. 4 -0'X1 -6' DEE /# W /CONC. REINF. 4 #5 T &B. W ONC. REINF. 4 #6 T &B. EA. WAY 0. C. 145' -9" HK. TOP BAR. X)(Xi 10 ri 11 0 12 13 I A A 14 rB B 6.5 ^ moo\ 7.9 �1 ^ V ,tx GG^ FF ,O DD �h EE M I iL k�uUiL , NATIONAL CITY CENTER P.O. BOX 7033 INDIANAPOLIS, Ili 46207 (317) 636 -1600 L K is THE C0MRAS COMPANY 1111 Lincoln Road Mall Suite 510 Miami Beach, FL. 33139 (305) 532-0433 • • �1 1VC�)1 1- hI�:I�C; ARCHITECTURE • ENGINEERING PLANNING • DMRIOR DESIGN 5960 S.W. 57TH AVE. MIAMI, FLORIDA 33143 TEL (305) 666 -5474 FAX (305) 666 -4994 EAA 0002416 EB 0002354 18.1 EUGENIO M. SANTIAGO, P.E. EGISTERED ENGINEER (CIVIL /STRUCT. FL. REG. NO. 19673 ISSUE DATE -°o -LO c : °Liz) REVISION DATE 08 -07 -96 PRICING DOC. 12 -10 -96 0 02 01 -14 -97 = Z .8 02 -12 -97 _w 06 -17 -97 . O CADD FILE NAME CS300 -RT DRAWING TITLE BLDG C FOUNDATION PLAN SHEET NUMBER A C -53.00 15 16 17 18 OF