13-1329R-009---- -~- ' ~--- -
- - - - - - '- -
1U"
-
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�i
�7��'1
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� 8" CNCRBE -� � '
/ . . "=~
WALL (TYP)
C_3 ,^/ |
� OPC ,| �' ^ C-3,-��`
__�� \,, ,�� � �� ' 3pC
�
�
�
/- LEGEN[}:
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INDICATES �-�
lNDICATES-CMU,1WALLS .(SEE SCHEDULE).
00 FOUNDATION PLAN
NOTES:
1 '. ZES,.AND, REINFORCING REQUIREMENTS REFER TO
'�SCMEDWLE`DN S3.21.',-' ~' `~��~~'~�^`v~^--,'-,
2. TOP OF PILE CAPS SHALL BE SET ATELEVATION -1O-4' U.N.O.
!� TOP OF ALL 1P PILE CAPS = TOP OF HYDRD5TA11C SLAB. �
�.-^'AULP|LE^CA��|NDKC _AT_ �6`-07_SHALL BE SET AT
` ELEVATION -7--0- (TOP OF PILE CAP)-
� SHEARWALL 6H��4 PILE CAPS REMAIN AT ELEVATION -g'-O" OF
/
� " �`°.^ �
' �� 0� �E��� � �B C� REMAINS � ��O� -14-0 �
� .
(TOP OF PILE CAP). .
� ALL PILE CAPS INDICATED ON S-3.10 AT ELEVATION -5'-5" REMAIN )
`
UNCHANGED. |
� ALL 1P PILE CAPS ARE SHOWN IN SECTIONS TO WATCH TOP OF .
�
HYDROSTA11C SLABS IN GENERAL. -
FOR "PKE'C/:P-DFTAILS'REFER^T0^ SHEET ^BS./2.^/\~-~ ~
4. BRACE RETAINING WALLS DURING CONSTRUCTION. Z�L�
5. COORDINATE THIS PLAN NTH CIVIL SITE PLAN,
O. ALL CWU TO BE MW-1 UNLESS NOTED OTHERWISE.
7. ALL GRADE BEAMS ARE CENTERED UNDER WALLS/PILE CAPS (U.N.O.).
8' PROVIDE 2 #4 x G,-O" TOP IN CONCRETE SLAB AT CORNERS OF CMU
TYPICAL.
8. PROVIDE B" THICK CONCRETE STEM WALLS AROUND ALL COLUMNS AT
. . . .
-
FIRE RATING REQUIREMENTS
PER ARCH'L ANALYSIS:
1. BEARING WALLS = 2HRS
2. FLOOR CONSTRUCTION 2HRS.
5. TENANT SEPARATION 1 HRS.
:Structural Drawing Updated 1-15-14
'Based on Architectural Backgrounds Dated 10-28-13'
P.E. FLORIDA
PERMIT SE T
I "f 2 1 F j I I k T I 1 :1
ARCHITECTURE &
INTERIOR DESIGN, INC.
i 745pdenba avenue, suite 1121
i aKamonhe springs, fi 32701
�
phone: 407.830.1400
|
,
fax: 407.830.4143
/#\DOD2731
| wmw.fommanch|tecture'com
i
; Miami, ^ �� i ----' ~ ~-
/
W
SET DISTRIBUTIONS:
,mmw°'cS CONCRETE WALL '
INDICATES CONCRETE COLUMN [SEE SCHEDULE)
04107/14
C.J.
INDICATES SAW CUT VERTICAL JOINTS 0 12~m.c E.W. MAX.
15
T.E.
INDICATES 8~x18" THICKENED EDGE W/2 #5 x CONT. TYP.
69
CW-1
INDICATES B~ CONCRETE CRASH WALL W/ #4 6"o.c. E.F.
Crane Tom I'mindabon Rev.
0=14
VERTICAL AND #4 @ 12"o.c. E.F. HORIZONTAL.
F�-
RW-
INDICATES CONCRETE RETAINING WALL
m
�
INDICATES 14^0 AUGERCABTP|LE
INDICATES 14"0 AUGERCASTTENS)ON PILE
|ND|CATES (2) #4 x 5"-0" LONG RE-ENTRANT BARS TYP.
-~ ^r
. �` /�
INDICATES 1pCB �o�
u
-11
�-_-�^-_ __ |----~� `.__�
`--~/
` _ .~---'~ -`-~�I
00 FOUNDATION PLAN
NOTES:
1 '. ZES,.AND, REINFORCING REQUIREMENTS REFER TO
'�SCMEDWLE`DN S3.21.',-' ~' `~��~~'~�^`v~^--,'-,
2. TOP OF PILE CAPS SHALL BE SET ATELEVATION -1O-4' U.N.O.
!� TOP OF ALL 1P PILE CAPS = TOP OF HYDRD5TA11C SLAB. �
�.-^'AULP|LE^CA��|NDKC _AT_ �6`-07_SHALL BE SET AT
` ELEVATION -7--0- (TOP OF PILE CAP)-
� SHEARWALL 6H��4 PILE CAPS REMAIN AT ELEVATION -g'-O" OF
/
� " �`°.^ �
' �� 0� �E��� � �B C� REMAINS � ��O� -14-0 �
� .
(TOP OF PILE CAP). .
� ALL PILE CAPS INDICATED ON S-3.10 AT ELEVATION -5'-5" REMAIN )
`
UNCHANGED. |
� ALL 1P PILE CAPS ARE SHOWN IN SECTIONS TO WATCH TOP OF .
�
HYDROSTA11C SLABS IN GENERAL. -
FOR "PKE'C/:P-DFTAILS'REFER^T0^ SHEET ^BS./2.^/\~-~ ~
4. BRACE RETAINING WALLS DURING CONSTRUCTION. Z�L�
5. COORDINATE THIS PLAN NTH CIVIL SITE PLAN,
O. ALL CWU TO BE MW-1 UNLESS NOTED OTHERWISE.
7. ALL GRADE BEAMS ARE CENTERED UNDER WALLS/PILE CAPS (U.N.O.).
8' PROVIDE 2 #4 x G,-O" TOP IN CONCRETE SLAB AT CORNERS OF CMU
TYPICAL.
8. PROVIDE B" THICK CONCRETE STEM WALLS AROUND ALL COLUMNS AT
. . . .
-
FIRE RATING REQUIREMENTS
PER ARCH'L ANALYSIS:
1. BEARING WALLS = 2HRS
2. FLOOR CONSTRUCTION 2HRS.
5. TENANT SEPARATION 1 HRS.
:Structural Drawing Updated 1-15-14
'Based on Architectural Backgrounds Dated 10-28-13'
P.E. FLORIDA
PERMIT SE T
I "f 2 1 F j I I k T I 1 :1
ARCHITECTURE &
INTERIOR DESIGN, INC.
i 745pdenba avenue, suite 1121
i aKamonhe springs, fi 32701
�
phone: 407.830.1400
|
,
fax: 407.830.4143
/#\DOD2731
| wmw.fommanch|tecture'com
i
; Miami, ^ �� i ----' ~ ~-
/
W
SET DISTRIBUTIONS:
EDITED BY: yp
PROJECT NO. 11-2795
Foundation Plan
04107/14
MimCoortfinft
15
06M8114
16
Shchmil R"Noteq�
07/31114
17
Crane Tom I'mindabon Rev.
0=14
18
Pirina ConTict
EDITED BY: yp
PROJECT NO. 11-2795
Foundation Plan