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C,M.U. NON-BEARING WALL NOTE 1;
ELEV. — j B
C.M.U.
+19 10EARING WALL 1. EXTERIOR WALL SHALL BE REINFORCED
... W/ #5 @ 32" IN GROUTED CELL
/ \ CONC. WALL 2 INTERIOR WALL SHALL BE REINFORCED
W/ #5 @ 48" O.C.
xc 1 3. * DENOTE COLUMNS TO BE CORNER
\ ` PROTECTED
TC -2
'\2 ELEV, ID \ o +20'-0" // ELEV, — 1 \
7 /'/' + 19' 101,
Tc- ELEV 'L \
PCS u, \
ELEV,201-211
ELEV. \ \ / rl�, \ \ \ /�/'+191-101, 12 �,j C H J K
20-0 2 O \
/ \�' ` �- \ *� C?49z 121'-2.1
V
20 0 �O ' �0! gal 0, I 28'-0 28' 0 14'-a° g 0
19' 0
g ELEV. �� ja \ G� \ .O SMOOTH EXTERIOR
'rp , \ jam, rL-��'�� / � � � \ +20'-2" 5' ji o„ \\- o j / C2� / t
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' /// ��2 �, OvEL. +23'-6°
T.O. PARAPET
ELEV. \\�' a \ \ TB -1
p r7�\ \ J +20'-0" �QQ17i t<`Q i
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ELEV, , �.� Fi 0 G��Q
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CL I d EL. +23'-
e \ •x2 D� `�tS' p�'' 4 \ 5 O _ , eC�� /� \ �, �, �p / / Q? ELEV T.O. PARAPET
Q, S O,, O/ / CD �j S-20 P - ? +19'-10"(
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\ \' \�' r 4 @ 2 EA. WAY
/�i/ DOWN U m j 2"SL N T MID- EPTH.
cS 2 x \ \ \Q' �/ / O n'�` /�/ FO a- EL. +23 -6„
�° ZO 14 �p ELEV, 2 / ,p 6', \ O L/i / a� cU T.O. PARAPET I p ELEV.
\ \ 20-2' �c,Q�%i / �. �' I +20'-0
2� / m
20 Q Q�Q \ \ \ \ 18 / I @ b ° `S< S� N i.
EL. + 3'-6" \ O / +�, , 23 / 2SB 52 30 TB -1 34 TB -1 38 I TB -1 42 * 9 * 0 1*
ELEV. Oi ' °' O 2��' i
0. A PET ��\ 191-1011/ @O, 2�0ALO / / \ 3.2
/ I I ,II Tc , - -
B j \ ��/ Q', � , o j: 25j /� L� / �j I LEE 4 1 x al o° � #4 I1 o TB -1
c� �� \ \cS'�j / / \ / i 1 �� - _F R 4 0 I I �'r _ 2
�' ELEV. rLrV- Imo_ �j ELEI I W
+23 -6 +- +20 -0 rr cv 5-20
sr \ ';' \ �P / m I I
+20'-0"= . PARAPET = m1 I o -' o m 0 o � b
o, ELEV. \ �'� �,�' 24 rn I Q o c7 U _ a)I I o N u
\ / Q `� / N I En ❑ - ❑ U) NI I ❑ Lli- d cn� p N v
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2SB-8 31 2SB-9 — 35 �" 2SB-10 _ 2SB-11 — J O
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T.Q. PARAPET `L/ / �' \ I I ELEV. N NED
I I N ELEV, I I N 2
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IM.
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`'d�- ELEV. �' ��' 6; ' [� 1 I ml 1 *4 12 EA. WAY m N
ti +19-10 F I I @ *4 @ 12 EA, WAY
RFD m 1 m I I = cnl I T yin neo I I I I� ELEV.
\ / \ �O \ N N I I III N I I III T"'��� T I I I I +20'-211 r ELEV. AT MID-DIEPTH.
+20'-0"
\ \ ry r`°" I I I I I I 4 I x a' 0° I I ELEV. 011
j 20'-0' 0>Of�LQ LOOP E o ELEV, o o *4 nQ 1 x a' 0" _
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w I I w III W - III W o III w �, I I
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I.
TO ADDL 5-201OeLEL. +23'-6"
91-811 91-811 91-6" 159'-2" T.O. PARAPET
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OXFORD UNIVERSAL
4311 PONCE DE LEON BLVD.
CORAL GABLES, FLORIDA 33146
5966 SOUTH
DIXIE BUILDING
5966 & 5970
SOUTH DIXIE HIGHWAY
MIAMI, FLORIDA 33133
MATEU ARCHITECTURE INC.
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OXFORD UNIVERSAL
4311 PONCE DE LEON BLVD.
CORAL GABLES, FLORIDA 33146
5966 SOUTH
DIXIE BUILDING
5966 & 5970
SOUTH DIXIE HIGHWAY
MIAMI, FLORIDA 33133
CHECKED {Y;
ISSUE DATE:
DECEMPER 10, 2007
REVISIONS
SHEET TITLE
SECOND FLOOR FRAMING PLAN
SHEET. OF.
S-103 19
MATEU ARCHITECTURE INC.
THIS DRAWING IS THE PROPERTY OF MATEU
ARCHITECTURE INC. UNLESS OTHERWISE PROVIDED
FOR BY CONTRACT. THE CONTENTS OF THIS
DRAWING ARE CONFIDENTIAL AND SHALL NOT
LE TRANSMITTED TO ANY PARTY EXCEPT AS
AUTHORIZED BY THE ARCHITECT/ ENGINEERS OF
%
RECORD.
PHASE
PERMIT DRAWINGS
FILE NAME;
PROJECT NO:
DMA0605
DRAWN BY:
M.A.S.
CHECKED {Y;
ISSUE DATE:
DECEMPER 10, 2007
REVISIONS
SHEET TITLE
SECOND FLOOR FRAMING PLAN
SHEET. OF.
S-103 19