11-1246-01712x16 12x16 1 2x1 6 1 2x1 6
15 15 15 15
, „
12 -82 � —� 14'_0» � —_ 14' -0"
I 1 1
,
4 6 S� 5, U„
S7 S7 � ISCUPPER
M9 i EL. 42, -6„
T /PNL
5 5 5 5 5 - i. 5.❑ 5 5 5 5 EL. 39' -6"
ii - -- - -- - -- -- - - - -- - -- - - - - -- -- - - - - -- - -- T /ROOF S
- -- -------- - - - - -- - - - - - - - - -- -
u r - - - -- -� -- r r - - - --
ii
�I T M11 A M8 A 77L E o
�2' 2 �2 2 2' ' 2 2 2 2 ' 2 2 2 2 - E. 31' -6"
/W1 CURB
J o
N
NORTH CORRIDOR \�
(REF: 1/A3.01)
\'5) CI 15) 15 15
\ T /Bhd 4 9 — \ \\ �' �5-0' 5' - -0' 1L—\ 5 p \ N
I I I I I I I I I I
I I I I I I I I I I I I I
RB -17 8 x 16 RB _17 8 x_16__
F- - - -- �--�__ - rte-- -- RB _17 8 x- - - -s
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4' -02 „� \ 14' -0” 14' -9" —- -- 1 _
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\` 2„ PC PC i I TO PC
1' -5" 7'- 5 - 1 �\ 14'- 14' -0„ 6,� i'I
1 �
15 15 15 15 C1 �E) 15 16
�� 6
H H ROOF PLAN HIGH ROOF PLAN
12x16 16x16
C5� 16
I
13' -0"
I
13' -2" PC TO PC 1' -3" TO PC
S7
WEST CORRIDOR AC
( REF: -- )
VERIFY ALL DIM'S S'�d�OWN�\WTHIS
Sf IT.
DIM 'S WHER C IE BY:
A) 8'— + 21 NORTH FACE OF
PC F C . JINE '3' ON A1.31
B) ��V�� COL. SPACING SHOWN
=L. 42' -6"
I/ I IYL
EL. 39' -6"
T /ROOF SLAB
=L. 31' -6"
T/W1 CURB \
1 2x 16 1 2x 16 12x16 1 2x 16
15 15 15 15
14' -0" 14' -0„ 12'- 82 8 »1»
I I I I
1 1 1 I
n
4 5
S7 S7
-- 5 - - -- 5- - - ---5 - - - - 5- - - - - -5 -- - - 5 -- -5 - - - -- 5 - -- -- -
----------- - - - - -- - - - -- - - - - - - - - - - - - - - - - - -�
E M7R A M12 �N A M13 L
2 2 2 2" 2 2 2 2'' 2 2 2 2
1 1 1 3003 1 1 1
J J
SOUTH CORRIDOR AD
REF: 2/A3.01
_L. 42'-6"
- -- - -- T /PNL
EL. 39' -6"
F T /ROOF SLAB
i
0
EL. 31'_6"
T /W1 CURB
0
C-4
(p C\ 5
o i
„ » , „
1
I
5 -0 5;-01 `�' `' 5 -0 -0 ! `�' 51-0)) 51- 82 T BM
cl-
I 1 I I 1 I I 1 1 I
� I I �, 1 1 I �,
\\ - -- RB -17 8 x i6 �I -17 8 x 16 -- RB =17 8 x 16 15
r` -- -- -- - -\
15 w
I
� I
13' -42» 1„
TO 42' -12" PC TO E.O.P. 1"
12, 81„
' -6'� 14 U" —14' -
-U 2 1 »
E 15 b 15 15
HIGH ROOF PLA
( REF: A1.04 + S1.41)
FINISH LEGEND
EXISTING PC -1 PC-2 PC -3
"1j Of" p0 u 1'- I isill I? d
Bf, ILOING off-
S rRUG'iU `, s , • „
VED J3,
.� ,
REVIEW OF STRUCTURAL aUD,`,11
PREPARED BY SPECIAINY ENG PEL1�
NO 1EXCEPTION TAKE 74
AWAKE COR tEC'CION,'2VD [CATEL> ❑ �
REJECTED / RES B T
DATE; �
REVIEWED BY
SCOPE �iF RL IE w
CONSISTS OF
I- THA °I THE SRECIFIED STRUCTURAL SUBMITTAL
HAVEL3E' FVRNISHEo
2- THAT 'THE Sp' BMITTAL HAVE BEEN SIGNED AND -
SEALED BYA FLORIDA REGISTERED PROFESSIONAL;
3- THAT THE SPECIALTY ENGINEER HAS UNDERSTOOD
OUR INI'ENI' AND USED THE SPECIFIED CRITERIA
(NO DF'FAII.ED CHECK OI CALCULATION S WAS
PERFORMED).
4- THAT THE CONFIGURATION SET FORTH IN THE
STRUCTURAL, SUBMI'I'TAL IS CONSISTENT WITEI THAI'
ON THE STRUCTURAL, CONSTRUCTION DOCIUMENTS
(NO CHECK OF DIMENSIONS WAS PERFORMED
EXCEPT AI' INTERFACE AREA).
4030 S.W. 74TH c6uRT
MIAMI, FL 33155
(3105) 666 -0711
EN GI N tRS, P.�, FAX (305) 666.5259
WES FREY ENGINEERING, INCORPORATED 1
--
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Ph./Fax: (863) 853 5456 1 8/23/11 NOT FOR CONSTRUCTION
REV. DATE DESCRR''1'ION B+YC IJ K.BY
Wesley L, AI
Wesle STBIL CONCRETE
Wy L. Frey, P.E. T T T
FL. LICENSE NO. 33323 PROD V C T S LLC
4451 8th AVE. SOUTH
� ST. PETERSBURG,F�LORIDA 3371 1
�`GENJ ". ���,'. (727)321 —6000
NO. 33323 JOB DNFE
* - SMH 5/18/11
LOCNI ION �
MIAMI, FL DD & I� INC. l/811= 11 01
T TE OF ��. / �— CULUKED
j lv �, ARELLANO CONSTRUCTION COMPANY
ARCIRTECT JOB NO.
BERMELLO AJAMIL & PARTNERS, INC. P� i 18
Npl° \7 D,TATLSOF: SlELTNO. � I
PLANS / ELEVATIONS AB, AC + All