11-1246-026C� �I
q L F6
EL 18'
EL 15'
EL 11'
EL 4'-
I
C B D
E
14
COL SECTION 1
(REF: SK5) �8
28
F1 F1
(25 EL 18 -0"
( 4 �-- F2 16x16 EL 15' -0"
o N a N El_ 13' -0"
F2
EL 13'_9" SO F1 F2
F1 -- T�
EL 14' -9"
F2 -
EL 13' -9"
C__)
COL SECTION 6 1
(REF: EXTERIOR VESTIBULE) \ _S8
LA/E/CC: ONC CORBELS 2' -0 " WIDE?
ORRECT WIDTH FOR ALL CORBELS
14 T 15/S8 30' -0"
I 1 N
II
F6
18' -0"
15'-0"
11' -0"
4' -0"
�[
EL 1;
EL 18' -2"
EL 15' -2"
A.2 EL 11' -2"
EL 4' - -2"
COL SECTION 2
(REF: SK &) c Q
0
I1 0
I
°4 4
- � 36 7
CD
101_0"
32' -0" SHEARWALL
SOUTH SHEARWALL SECTION 14
S8
10
COL SECTION 7
(REF: EXTERIOR VESTIBULE) c 8
E 2L 9' - -0'�
EL 02
EL 10' -0"
'��i -
F6 I
18' -0"
151-0;1
11' -0"
1' -0"
E
COL SECTION 2A
(REF: SK6) C Q
� F1
EL 18' -0"
EL 14' -9"
25 F1 C7LF
a
13 - - - -- F2
CF72
F2 Q 'o . Na
EL 14' -1" 16x16
12' -4"
N
4 UT a
7 6
9'-8" 10' -0" -- 10' -0°
32' -0" SHEARWALL
NORTH SHEARWALL SECTION (_1 5
S8
2' -4"
11 F1
EL 18' -0"
EL 15' -0"
EL 8' -0"
13
COL SECTION 8
(REF: EXTERIOR VESTIBULE) c 8
13
F2
EL 13' -9"
COL SECTION 3
(REF: PENTHOUSE) c Q
15 —
14 �
EL
F1
18' --0"
EL
15' -0"
EL
8' -0"
\
15 I EL
2' -0"
COL SECTION 9
(REF: - -) c
��3�I REVIEW OF STRUCTURAL
PREPARED BY SPECIAIJ Y ENGI FER.
NO EXCEPTION T E' JI
MAKE CORRECTION INDICATED El
REJECTED I RESIPB ' IT El
DAT , REV[EWED BY:
@�
SC OE OF REV EW CONSISTS OF:
t« TI-IAT THE SPECIFtF`D STRUCTURAL SUBMITTAL
HAVE BEEN FURIJISIIED.
2- THAT 'THEl'' SUBMITTAL HAVE BEEN SIGNED AND
SEALED By FLURIDAREGISTERED PROFESSIONAL,,
3- THAF'TH SPECIALTY ENGINEER HAS UNDERSTOOD
OUR IN "TR T AND USED THE SPECIFIED CRITERIA
(NO DETAILED CHECK OF CALCULATIONS WAS
PERFORMED).
4. THAT THE CONFIGURATION SET FORTH IN THE
STRUCTURAL SU13MI'I °I'AL IS CONSISTENT WITH THAT
ON THE STRUCTURAL CONS'TIiUC1'ION DOCUMENTS
(NO CHECK OF DIMENSIONS WAS 1'ERPORMED
EXCEPT AI' INTERFACE AREA)
4930 S.W. 74TH COURT
MIAMI, FL33155
RDDA(305) 666 -0711
EI8 Ca I rit EE Ii S, PA. FAX (305) 666 -5259
EL
COL SECTION 4
(REF: PENTHOUSE) c Q
COL SECTION ri 0
(REF: - -) C p
L 18-
EL 1
EL 13' -0"
F2
30 EL 13'4" I
F1
EL 14' -9"
EL 13' -9„
(11.
_ COL SECTION 5
(REF: EXTERIOR VESTIBULE) c Q
J CJ
A
0°
COL SECTION 1
(REF:
r k
CC 1
I
I
F1 CE F1
EL 10' -0" EL 10' -0"
EL 2' -0" EL 2'-0"
N� - __- N r --CA. Q �
F1 FF1 � - - - -- � F1 � F1
EL 10' -0" EL 10' -0" EL 10' -0" EL 10' -0"
EL 2' -0" EL 2' -0" CITY OF S01., 1° €>r1Epj, L 2' -0" EL 2'-0"
UIIw;W)ING Df-- P"f',
STIR U c'r URA3..
'WPA( )VED f3Y de�
LA".. 1)
NORTHERN 'TC1' COL. 12
(REF: SK9) c Q
SOUTHERN 'TC1' COL. 13
(REF: SK8) C, Q
WES FREY ENGINEERING, INCORPORATED 3 1 1/22/11 --
1802 SIR HENRYS TRAIL
LAKELAND, FLORIDA 33809 -5033 2 8/25/11 FINAL APPROVAL
Ph. /Fax: (863) 853 5456 1 8/23/11 NOT' FOIZ CONSTRUCTION
REV. DATF. DESCRIPTION BY CHK. BY
ENGINEER L, STABIT CONCRETE
Wesley L. Frey, P.E. a 1 SLIT rr lr�r T T 1
FL. LICENSE NO. 33323 PROD x.1 C T S LLC
411111111111 8th AVE. SOUTH
TERSBURG FLORIDA 3371 1
ST. PE
♦�y��'�' ��c��s� ',c'; (727)321 - -6000
N0. 33323 JOB DATE
* = SMH 5/18/11
y�l LOCNHON A
MIAMI, FL DD & D INC. AS NOTED
- r
CONTRACTOR CWC'KLD
TATE
ty (� 1 ARELLANO CONSTRUCTION COMPANY
'I �� • • � ` O �\ �/ •�✓ ♦♦ I ARCHI'I ,T JOB NO.
i +`SS/ •' • •' ��� ♦/� ff ; , / BERMELL.O AJAMIL & PARTNERS, INC. Po 118
+,'' N A w t e ��� DETAILS OF:
sILrF:rNO. �g
COL. + SHEARWALL PLAN SECTIONS