11-1246-008EL. 17 4"
-- T T /PNL
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50 I I 50 --_
K
(TYP) °
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ELECT BOX Y
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CD
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137 371 —_ EL. 0' -0"
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23 ° 4 23 423 a n �N T� T /FL 1
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SECTION 1
(REF: 2/A5.40)
S
2
2' -4" 1' =:31„
-- 2
I
23 T1N _TN
a
4 d
SECTION 2
(REF: 3/A5.40)
i. =1' -0u E5B
W�
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a F1 B /BM F1 B /BM
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Y B/ —SLAB °
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- -- EL. 11' -2" EL. 11' -2" EL. 11' -2" - - -_
C„ �„ T /PNL 55 54 — , T/PNL �' T /PNL N -TLpNL -2 - -- -- - - - - - --
16 1 I / N 56 -
- — - EL. 9' -g"
Q ELECT BOX _ - - -- - - _ - 1
I -° CD T /CIP BM
1 N I I I N I I
_ -
o CD B /CIP BM - - -Q
i
N I N N Cv
BC C7R T (D T SUM OR 1) I C T I (C81
N N
EE
CD N
I I I
N 6 STOP REVEALS 4
1 55 54 1 N 1 FACE OF DRYWALL `~
— - 56
2 2„ !
1�" JNT ! ? S
EL. 0' -0 , » „ a, 1 FACE OFD F M
FL 1 � EL. 00 — FL =0 _ ; i-, _ EL. 0 -0 �'
W FL 1 FL 1
I I I I
_ Ifs n
37 EL. (- 2' -0') 1 _�' EL. (- 2, -� „) EL. (4-0”) = ; L—v — u — -- - 8
T GRADE BEAM 23 23 T GRADE BEAMT GRADE B AM - -- - EL. ( -2 0)
23 234 J - —
234 T GRADE BEAM 4 4
23
ea
ELEVATION A ELEVATION R ELEVATION ELEVATION
(REF: 3/A3,02) (REF: - -) : -- c .
(REF: ) (REF. 4/A4.19,) - -_�
QJ
W
W
s E CT I O N 3
REFLECTIVE SECTION 4
(REF: - -) ESB H (REF: - -) ELEVATION
ESB
(REF: 3/A3,02) OE
16
B /SL
II
I 4„
EL. 11' -5"
I
N N
B /SLAB
12'- 2
1
(�
Ck� TC1 3
p
COLUMN WRAPS PLAN @ VESTIBULE 1 000 REFLECTIVE PLAN @ VESTIBULE 1000 (
(REF: 1/A1.11, 1/A1.12 1/A3.02, 4/A4.19, 1/S1.11) REF: 1/A1.11, 1/A1,12 1/A3.02, 4/A4.19, 1/51.11)
ELEVATION F
(REF: - -)
11
4„ I �
(D
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,f1 EL. 11 --2 _ - —_ - --
a
T- /._-.PNL, �y 56
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B /CIP BM o
CD
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-- - - - - -�
56
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@ ST DP R�DFZ 1LL - FA E OF R y
�EL. 0 -0
FL 1 j I
I
I
S,>
EL. (_2'_0") , — 4
UKAUL bLAM p. D .023 T GRADE BEAM - -- °' ° 23
D
4
d
ELEVATION G ELEVATION H
(REF: - -) (REF: 4/A4.19,)
yti-G DC Y
-dy 11p T �A,oa ii4V,�v.
S-T l i •J "
REVIEW
PREPARED BY SPECIALTY ENGH , Ef_',
NO EXCEPTION TAKEN
MAKE CORRECTI�)S INDICATED
REJECTED / .RESUBMIT
DAI' REVIEW 13
C
SCOT OF REVIEW CONSISTS OF:
I. THAT THE ,$PECIFiED STRUCTURAL SUBMITTAL
HAVE BEEN1,FURNISHED.
z_ ''THAT THE SUBMITTAL HAVE BEEN SIGNED AND WES FREY ENGINEERING, INCORPORATED
SEALED BY FLORIDA REGISTERED PROFESSIONAL.' 18(}2 SIR HENRYS TRAIL 3 11/22/11
3.P THAT THE, PECIALTY ENGINEER HAS UNDERSTOOD 2 8/25/11 FINAL APPROVAL
OUR IN'T'ENT AND USED TIDE SPECIFIED cRiTrRIA LAKELAND, FLORIDA 33809 -5033
(NO DETAILED CHECK OF CALCULATIONS WAS Ph. /Fax: (863) 853 5456 I. 8/23/11 NOT FOR CONSTRUCTION
PERFORMED). REV: i DATE DESCRIPTION
4- THAT' THE CONFIGURATION SET FORTH IN THE ENGINLER NAME //'''��n� t7Y cllx;ax
STRUCTURAL SUI3MI'I`I'AL IS CONSISTENT WITH T"At' Wesley L. Frey, P.E. STABIL CONI . n PATE
ON THE STRUCTURAL CONSTRUCTION DOCUMENT'S
(NO CHECK OF DIMENSIONS WAS PERFORMED FL. LICENSE NO. 33323 PRi�DUCTS LLC
BXCEP'I' AT INTERFACE AREA). Y
493CJS.W.74THCOURT ��Illlllrrrr� 4451 8th AVE, SOUTH
�n1AM�,r Lss195 �``���EY F''� ST. PETERSBURG,F-L -ORIDA 33711
i (3Q5) 666 -0711 ` ,� •
FAX (305) 666-5259 �•`��•� �.� L E rV F
ENGINEERS P -Ad (727)321 —6000
x NO. 3,3323 DoE Darr
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EXISTING PC -1 PC -2 PC -3 /�' ' ' 'p �, rC
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,9r r r r r 1 19 91 � � +, � (/ DF TAIL ' OF: ET NO.
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2
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a
4 d
SECTION 2
(REF: 3/A5.40)
i. =1' -0u E5B
W�
I
a F1 B /BM F1 B /BM
z m \
zi
—B/2B-21 BM —
1 7 r
-
Q�
w
O c)
o B /SLAB 4' B /SLAB 5 EL. 11' -5" _.
Y B/ —SLAB °
—�- °
- -- EL. 11' -2" EL. 11' -2" EL. 11' -2" - - -_
C„ �„ T /PNL 55 54 — , T/PNL �' T /PNL N -TLpNL -2 - -- -- - - - - - --
16 1 I / N 56 -
- — - EL. 9' -g"
Q ELECT BOX _ - - -- - - _ - 1
I -° CD T /CIP BM
1 N I I I N I I
_ -
o CD B /CIP BM - - -Q
i
N I N N Cv
BC C7R T (D T SUM OR 1) I C T I (C81
N N
EE
CD N
I I I
N 6 STOP REVEALS 4
1 55 54 1 N 1 FACE OF DRYWALL `~
— - 56
2 2„ !
1�" JNT ! ? S
EL. 0' -0 , » „ a, 1 FACE OFD F M
FL 1 � EL. 00 — FL =0 _ ; i-, _ EL. 0 -0 �'
W FL 1 FL 1
I I I I
_ Ifs n
37 EL. (- 2' -0') 1 _�' EL. (- 2, -� „) EL. (4-0”) = ; L—v — u — -- - 8
T GRADE BEAM 23 23 T GRADE BEAMT GRADE B AM - -- - EL. ( -2 0)
23 234 J - —
234 T GRADE BEAM 4 4
23
ea
ELEVATION A ELEVATION R ELEVATION ELEVATION
(REF: 3/A3,02) (REF: - -) : -- c .
(REF: ) (REF. 4/A4.19,) - -_�
QJ
W
W
s E CT I O N 3
REFLECTIVE SECTION 4
(REF: - -) ESB H (REF: - -) ELEVATION
ESB
(REF: 3/A3,02) OE
16
B /SL
II
I 4„
EL. 11' -5"
I
N N
B /SLAB
12'- 2
1
(�
Ck� TC1 3
p
COLUMN WRAPS PLAN @ VESTIBULE 1 000 REFLECTIVE PLAN @ VESTIBULE 1000 (
(REF: 1/A1.11, 1/A1.12 1/A3.02, 4/A4.19, 1/S1.11) REF: 1/A1.11, 1/A1,12 1/A3.02, 4/A4.19, 1/51.11)
ELEVATION F
(REF: - -)
11
4„ I �
(D
�r B %SLAB -- a
,f1 EL. 11 --2 _ - —_ - --
a
T- /._-.PNL, �y 56
I 1
- I
T /CIP BM �—
I
0 8y 1
I
B /CIP BM o
CD
TO
I
N
—�I
Bc C8L.1) r
N �I
N _ I
I
o KI
N I
-- - - - - -�
56
I
I
@ ST DP R�DFZ 1LL - FA E OF R y
�EL. 0 -0
FL 1 j I
I
I
S,>
EL. (_2'_0") , — 4
UKAUL bLAM p. D .023 T GRADE BEAM - -- °' ° 23
D
4
d
ELEVATION G ELEVATION H
(REF: - -) (REF: 4/A4.19,)
yti-G DC Y
-dy 11p T �A,oa ii4V,�v.
S-T l i •J "
REVIEW
PREPARED BY SPECIALTY ENGH , Ef_',
NO EXCEPTION TAKEN
MAKE CORRECTI�)S INDICATED
REJECTED / .RESUBMIT
DAI' REVIEW 13
C
SCOT OF REVIEW CONSISTS OF:
I. THAT THE ,$PECIFiED STRUCTURAL SUBMITTAL
HAVE BEEN1,FURNISHED.
z_ ''THAT THE SUBMITTAL HAVE BEEN SIGNED AND WES FREY ENGINEERING, INCORPORATED
SEALED BY FLORIDA REGISTERED PROFESSIONAL.' 18(}2 SIR HENRYS TRAIL 3 11/22/11
3.P THAT THE, PECIALTY ENGINEER HAS UNDERSTOOD 2 8/25/11 FINAL APPROVAL
OUR IN'T'ENT AND USED TIDE SPECIFIED cRiTrRIA LAKELAND, FLORIDA 33809 -5033
(NO DETAILED CHECK OF CALCULATIONS WAS Ph. /Fax: (863) 853 5456 I. 8/23/11 NOT FOR CONSTRUCTION
PERFORMED). REV: i DATE DESCRIPTION
4- THAT' THE CONFIGURATION SET FORTH IN THE ENGINLER NAME //'''��n� t7Y cllx;ax
STRUCTURAL SUI3MI'I`I'AL IS CONSISTENT WITH T"At' Wesley L. Frey, P.E. STABIL CONI . n PATE
ON THE STRUCTURAL CONSTRUCTION DOCUMENT'S
(NO CHECK OF DIMENSIONS WAS PERFORMED FL. LICENSE NO. 33323 PRi�DUCTS LLC
BXCEP'I' AT INTERFACE AREA). Y
493CJS.W.74THCOURT ��Illlllrrrr� 4451 8th AVE, SOUTH
�n1AM�,r Lss195 �``���EY F''� ST. PETERSBURG,F-L -ORIDA 33711
i (3Q5) 666 -0711 ` ,� •
FAX (305) 666-5259 �•`��•� �.� L E rV F
ENGINEERS P -Ad (727)321 —6000
x NO. 3,3323 DoE Darr
* _ SMH
A
=�
DRAINIq
MIAMI, FL DD & D INC. 1/8 C -0°
'ATE Z
FINISH LEGEND t
/ARELLANO CONSTRUCTION COMPANY
EXISTING PC -1 PC -2 PC -3 /�' ' ' 'p �, rC
�{ � R" �� AR TEC'C JOB NO.
®E] il�i� /()NAL ��(�/ // �Jp BERMELLO AJAMIL & PARTNERS, INC. �Ol l
,9r r r r r 1 19 91 � � +, � (/ DF TAIL ' OF: ET NO.
J PLANS / ELEV'S COORIDOR + ENTRY 1000 El
CD
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