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08-40-152O ` EL I S ' V / \ s Q ' A \ / / ELEV. 0-2" ,p \ \\ �� A / 2 P ADD'L \ 2 3' 36 0 NT. , y (0 N. \ HOLES / Oe Tc r j S .o tea" SIle / loe \ / TC -2 \ S7" l✓ 0 0 7 ICY `OQ� 6; \O p�`,o X90 ✓. d rr•. \ \ �.a'\ o /awl B 3 \ ' �, ()'-0" GR ND FLOOR �� ✓ / o `•. l i�O \0f r s? .� �`O \�, ! j / + 11.8 NGVD \2 /J/%✓ ELEV. 0'-0" Z 12 / , ELEV`+a-2, 0 Q Ile � 1 S i \ • rO x ✓ \ G� \ p b80 PSF 11 �0 \ / Z �\ / 17 16 rde! 11 go] ••i• •f i • V {. .. .,. V i 4YY • Y {: ui fi {+ W V W V r • � V U W o W • r • Z cn C9 QZ W ••!- •i W • d • V •• • V uVu ••Y V - W U)._ • • U W V V V W• U U V V W• VW NWu i-� •••r Vu••• !'YW ••fir YV uv • �, V V U V W U V Y uuf.wV U Y�V•V V YV4 i • ••V • C.M.U. NON-BEARING WALL C.M.U. BEARING WALL CONC. WALL J NOTE 1: 1. EXTERIOR WALL SHALL BE REINFORCED W/ #5 @ 32" IN GROUTED CELL 2. INTERIOR WALL SHALL BE REINFORCED W/ #5 @ 48" O.C. 3. * DENOTE COLUMNS TO BE CORNER PROTECTED K iL04 L / G� @6 \,\�✓ \,\\ra� o \ / / 1 1 19 I— Tae �o p`o" r 5��i�/ \�, \ZQ �''\ �� d �'�� ✓ o" '�`L� :o \� / A o" �, / Zo r Ua @j @ I S-201 \\ ///✓/ \� \ Q j/�`@ p fo �\ \. moo, / v b UU i T ENCH DRAIN ci DOWN N 4" CONC. LAB O G DE v / \�, �(�'�2 /i/ ,��\\ s� 6� 6 / / o" � T UP T N 2{{SL o ac W! 6x6 -W1. WWF N W 14 ✓,%/ \� rd 1 `\ 9� / / O cr - COMPAC ED FIL TO 95y« / \ 5 d \� �' 'A ELEV. 0'-0 ;I ICo OPTIMUM DENSI AS PER \ �'� ,���✓// \� \ �Qt`O \ \� FO ; ' / / PROC OR TEST 5i // �� I\� GCa \ o \ , \ / /' 23 /- . - TB -1 -30- I 4- TB -1 - - 4 49 5 50 1 _ - - - - k \ - _ � #4 'x t-0" T T \�@ O \ S cS'J \, S S Zg / I I SLEEVE 7f4 'ic i'-0114 @ 1'2" Tl -511 cad% FOR 4" 0 "' - TB -1 Tc' cw TC V% o" ��� / 3 ,- I ( m ! I I ❑ - 2 --�— - ,\^ / O. \ F / I o LSI I ? c'? 3 I N - ; S-20 ao O 0�-1 4 -°° d c' ❑ - 3 I r o U `� mI w o 1 _ u b �' 19 / a, �� �P 4 „x a, w - S-30 3 III N L — — - 11 -.... SB -12 C7 E)] 'o '- LIJ O o �- Lu o cn 1 ro jr,, SB -8 � d 31 d SB -9 35 SB- S� cc�� �Ir . — a = o \\Vx,�2� 43 \ a" p /\ .o D �@ QO -- ..... — — — �cn _ r — ..._ - SB_11 — 43 _..... © o \ TB -1 11211- Tc -1 m � t Q _ _. N4 @ h Ix i'-0" O I I o4 h'x 8' 0" Zo N �, sr@ 2„ ` 1 P.C.. @ U-6" I I � I I @ I I I i @ CLL C° O \GG 20 o y, ! ELEV. -0 2\oAD 'L LOAD �° 3 14 I7 I I - a 3 I( -1 3 111 i 3 4" CONC. SLAB 2"SL \ \ 5$ F FR Q 1, ifl co I o 0 .- I I_ 4 CONC. SLAB W a l v U4 @ 12 EA. W Y 1 00 1$'-2" 18'-2" \\ 3 s \,\ / a° 7 m I i #4 @ 12" EA. WAY m ( LL I EL. 0'-0" GROUND FLOOR cu_ i I ( N AT MID -DEPTH. �� I N = AT MID DEPTH. I I I F +11.8' NGVD I I I N; \ TC D - I i o 0 3 I I U c1 #4 11� 'x 21-0" o 4 5c i-0 o I I o � q i ; ;� cn x 1 0- I I a d- , I I ❑ I I ❑ © + E -o' 1.. LjiSB-1 25 2 C� - c� - 1iI @ — _ - - SB -5 _ - 44 _ c� -- — B 3 _ 2 6 c� �r 40 SB 6 � SB 7 / 6" CONC. SLAB 1 — — -ff>- — — — — — — — —a _ _�" _ _ __cL - _ _ - -- W/ #5 @ 12" EA. f in I I I I i OTT. DD �I o q I I o o 13 0 46 I, 48 4 O WAY BOTT. to tt rn Ir— III 5 "' 34 1"x ='-0" Ua cO @j cn 4`4 1 "x �'-0� m I `� 1 19 n coD r CO 1 r Cb ILL_ co I� I TC -1 4 '12"x i'-0" It LL i I - T Tc -1 TB - – -- \ p o 11 CD @i o 5 - co 9 `� C) 1 _Q I 1 I 04 h Ix B'-04 12 TO S-201 I �,� 8 91.0""X \ 4 8.1 N m 3 I I j n I m I \� L� \ I I r 3 11 I 6 - I - ( Tc -1 TC -1I IIS II "------_ - -_ -_-------_--_--_ 2 ff5x - IIIGc -J�---__-_ �-__ -= --- -_�_=� �_ -_ -�� ---- s�E IL-- --J �LL 0 41 45 TOP 47 I D'L I j 4 _ 1 _ ._-- ---- ----- -- - -- --16 5 _ . ----- -.-----._--- - --- S-30 5-201 6 - LEVEL Q qU FACE L0 22'-1" _ - 3 0 6.811 30'-0" _ 5'-0" 10'_11 5' 6.. 31_g1 I. 131_711 14'-511 41'-9" 39'-0" 2$'-10".. 2$'-0" 281-0"�_ 28'-0" 2$'-0" 19'-0" 28'-0" 14'-8" 3._6.. E ) (E.5 Win of 1-011 V 5. FIRE DEPT. COMM. 07-14-01 v U UCCU C�" 00 GROUND FLOOR FRAMING PLAN 3/32.1 _ 11_011 #26000522 P - � V � W rC C O P S � O V w � % U I t i P 5 F+ �` w � t L � d y � w .n q w � N y c� 4 � t � 6 N S h a t M v w ti c U o O � O N o ,n o w I x � i U O t U t Lu Iii-_ ARCHITECTURE INTERIOR DESIGN PLANNING SEAL: -SRL Aw -�-_ MARIO A AIAREZ�.," Q �•"•�Y P.E. 25414 ••. F l O ,•• It OXFORD UNIVERSAL 4311 PONCE DE LEON BLVD. CORAL GABLES, FLORIDA 33146 5966 SOUTH DIXIE BUILDING 5966 & 5970 SOUTH DIXIE HIGHWAY MIAMI, FLORIDA 33133 MATEU ARCHIITECTURE INC THIS DRAWING IS THE PROPERTY OF MATEU ARCHITECTURE INC. UNLESS OTHERWISE PROVIDED FOR NY CONTRACT. THE CONTENTS OF THIS DRAWING ARE CONFIDENTIAL AND SHALL NOT It TRANSMITTED TO ANY PARTY EXCEPT AS AUTHORIZED /Y THE ARCHITECT/ ENGINEERS OF RECORD. PHASE PERMIT DRAWINGS FILE NAME: PROJECT NO: MA0605 DRAWN NY: M.A.S. CHECKED NY: ISSUE DATE: DECEMBER 10, 2007 REVISIONS -1 FIRE DEPT. COMM. 01-16-08 -3. CITY COMM. 04-30-08 -4. BLDG. DEPT. COMM. & COORDINATION 05-20-08 SHEET TITLE GROUND FLOOR FRAMING PLAN 1� 11111�� SHEET: �" OF: S-101 20 m m Z 00 ui W nm X c i U W o W u 0 Z Z cn C9 QZ W 5 10 W Z � Uzi < o Q Z ° U)._ It OXFORD UNIVERSAL 4311 PONCE DE LEON BLVD. CORAL GABLES, FLORIDA 33146 5966 SOUTH DIXIE BUILDING 5966 & 5970 SOUTH DIXIE HIGHWAY MIAMI, FLORIDA 33133 MATEU ARCHIITECTURE INC THIS DRAWING IS THE PROPERTY OF MATEU ARCHITECTURE INC. UNLESS OTHERWISE PROVIDED FOR NY CONTRACT. THE CONTENTS OF THIS DRAWING ARE CONFIDENTIAL AND SHALL NOT It TRANSMITTED TO ANY PARTY EXCEPT AS AUTHORIZED /Y THE ARCHITECT/ ENGINEERS OF RECORD. PHASE PERMIT DRAWINGS FILE NAME: PROJECT NO: MA0605 DRAWN NY: M.A.S. CHECKED NY: ISSUE DATE: DECEMBER 10, 2007 REVISIONS -1 FIRE DEPT. COMM. 01-16-08 -3. CITY COMM. 04-30-08 -4. BLDG. DEPT. COMM. & COORDINATION 05-20-08 SHEET TITLE GROUND FLOOR FRAMING PLAN 1� 11111�� SHEET: �" OF: S-101 20