09-49-035I,
2
24'-0'
I,
8' REINF. MASONRY BLOCK
WALL BELOW OPENING SEE
— ARCH. DW :5. FOR HIGH, FILLED
W/ 3000 P.8.1. GROUT AND REINF.
W/ 1 05 0 24' O.G. MAX OB GAUGE
LADDER TYPE EVERY 16' O.C.
t1Tr-36 r --------------------`�j - - --i U.F-3(o 14
-- ----------------------------_s o _ �
in
I 1
0 i..
i
t I_ _
1 A r—--
O
i --
2
H
G
F
8-5
E
1'14'-4'
9'-0'
11' 0'
11'-0'
9'-0' 11'-
9'-0 11'-0'
9'-0' II' 0'
'-0'
I
I
(12 LLF-36LLF
r'
r-=
-36
---= --�
UHF-36
-36
U F-36
_08
- i-------- =
'
_8
_----- ___
Wr=-8 r =------------
1 LF a ------ ----
-i �_8 r------------
-36
- ----- ------ --
-� UP-8 ram- 11F
---
__ _ _ _
__ _
L------------------T-----------
• --
O -
4 ' CONCRETE SLAB OVER
VAPOR t 10
lO 2
r----- ---�
BARRIER ON WELL COMPACTED FILL ®----- -- .�
W/6x6 IA X 1.4 WWM. REINF. (TYP)
®�M 10
1
LLF-36QS
!
L—------- - L------- UJ-36 I UP-36
2
_j--------------------
I--- ---------- �-------- ------------------------- r---------------- --- --------------
7P
61 I METAL STAIR
BY OTHERS.
At
24' 0' TOP OF SLAB
o _ } I I ELEV. 1&-0'■X'-X' N,G.VD.
-- - 4' CONCRETE SLAB OVER
V I I I VAPOR BARRIER ON WELL I COMPACTED FILL W/6x& I U
I U L4 X 1A WLUM. REINF. (TYP)
I _
-' O' • • .
, BOTT. OF FOOT. 3'-0' MR
j I L BELOW EXISTING GRADE
7 I G
1
_ C
O---------�I-i I 11
r---� L----� �M -------
ip
— 1 t
- 1 -
1 i l---------------�
i
i.!
1
' I 2 i
I
1
I I I I I FILLED W�+ ASONRY BLOCK WALLS----I--�
3000 P.e.i. GROUT AND
— 23 -4' — —� ; — — _ -----} — — _ -j-- REINF.HW/O1.05 a 48' O.C. MAX.,
09 GAUGE I LADDER TYPE EVERY 16' —
_ 2 lLF- 6 2 14 __N- ------Mn __n 2 LLF-36 (Z } e� C IN WALLS. (TYP) (�
-- - ---� 1.l �_ �1------� - ------ 11��_ ---- u---w�.L----- -----� ---- �O. ALL 11- -- -3i
JZF----- - --- �0r 9 ------
------ -fir �r ------------
- �5' - ('------- -r�, - 0' 15 � •�. ---- �� _ 0-s-------�-5,�s-------- �-r_ mT-------�5•r Iz--
(3) IS AT EACH I I
CORNER (TYP-)
I H S-5
G F E
GROUND H..00R NOTES:
I: 211�=DENOTE ALL WALLS REINF. MASONRY BLOCK
FILLED WITH 3000 pp-5.1 GROUT 4 WALLS REINF. W/ (1)'9 0
48' O.C. MAX. 4 • S GAUGE LADDER TYPE EVERY 16' O.C.
(U.ON.)
2: SLAB TO BE 4' CONC. SLAB ON VAPOR BARRIER OVER LLF_LL
COMPACTED FILL, REINFORCED W/ 6X6 - W L 4 X W 1. 4 W.W.R.
3: TOP OF SLAB ELEVATION 40'-0' TYP, UNLESS OTHERWISE NOTED.
0'-O' ELEV. DENOTES MIN. ELEV. RECL SEE CIVIL ENGINEERING
DOCUMENTS FOR MIN. ELEVATION REa ABOVE MEAN SEA LEVEL.
4.- FOR GENERAL NOTES, SECTIONS AND DETAILS, SEE SHEET S-I,
AND S-5.
5: COORDINATE ALL SLAB DEPRESSIONS AND OPENINGS WITH
ARCHITECTURAL AND MECHANICAL DRAWINGS.
6.- PLAN AND CALCULATIONS HAVE BEEN DESIGNED WITH
COMPLIANCE WITH FB.C. 2004 EDITION
I. TOP OF FOOTING ELEVATION 4-0' MIN. BELOW EXISTING GRADE
ELEVATION. BOTT. OF FOOT. ON TOP OF LIMESTONE LAYER 3'-0'
MIN. BELOW EXISTING GRADE. SEE SOIL REPORT PREPARED BY
ARDAMAN 4 ASSOC. DATED 10-01-08.
S. METAL STAIR 4 RAILING BY OTHER
SUBMIT SHOP DWSS FOR APPROVAL PRIOR TO FABRICATION.
SUBMIT SHOP DWG5 SIGNED AND SEALED BY FLORIDA
REGISTERED ENGINEERS WITH APPROVAL PRIOR TO
FABRICATION. STRUCTURAL STEEL DESIGN 4 CONSTRUCTION
SHALL COMPLY WITH AISC SPECIFICATION FOR THE DESIGN,
FABRICATION 4 ERECTION OF STRUCTURAL STEEL FOR
BUILDING NINETH EDITION.
ELEMENTS
CONCRETE STREN(IM rc (PSL)
COLUMN 10,11, 4 SOFFITS
f'c■4000 PSI.
GROUND CONC. SLAB
f'c_2r7W PSI.
ALL OTHERS 4 MASONRY GROUT
f'c83000 PSI.
FOR SIDEWALK AND PARKING SEE
SITE PLAN AND ARCH. DUG.
0
'-8' '-8` 9'-0'
-36 Wr-36 13
I
----- U.F _36 i i I I tUF-3 `.�8-� •• `�%
----- ----
2 `` •� ` •\
N
METAL STAIR f
BY OTHERS. %pi I ( \`•• ` I n
( I 1
- ' 10, 6'-2' I II0.`
i0
r LLLE- l t 4. 0
— — I — — O' -- 36- 2
3
1 1 1
;O`�'�
----� I =
1 2 , �9 I 1t1 fA
2
4
1
' �4 �i I I r 3 �9 0 4' CONCRETE SLAB OVER
1 - - VAPOR BARRIER ON WELL
1 -' 'n = i� !' cc1 COMPACTED FILL W/66 x
L--�-- ' • .1 ! -�� G3' I`2 1.4 X 1.4 W.W. i. REINF. (TYP)
ELEVATOR
I PIT
ELEV. -4'-0" i IO i
�91 '
1
SEE STEP DOWN
I TAI C I 1 2
lLF
�� i J
f 2 )V
2
r---------- 1• ----� ---- -- , 9 s
I N �
. gr2 i ■� 10'-0' LII'-10'
8' CONCRETE SLAB I -----
OVER VAPOR BARRIER
ON WELL COMPACTED 1-�6
FILL W/ e4 0 12' O.G. _ 1
EACH WAY BOTT. p C = A
C!T == S— ,10TH 1`0IAMI,
LrJ:liG DEPT.
STRUCTURA ECTICtl
lO; I APPROVED BY:
nATE:
FOUNDATION AND GROUND FLOOR FRAMING PLAN
11
GALE I/8' a 1'-0'
fe--.—._.—._.—.......
_�
4 :ALEJANDRO REMOS R.A
"--architects
Alejandro Remos R.A. 0011702
-18501 Pines Blvd. Suite 107
?nrnbroke Pines FL 33029
Tel: ()54) 442 7122
Fax: (954) 442 7190
e-mail: remosbldg@aol.com
SOMERSET CHARTEh
SCHOOL
South Miami
-5878 SW 68th Street
South Miami, FL 33143
CONSULTANTS:
JEANETH ARDILA
architect
ALBERTO CHINCHILLA
architect
ALEJANDRO CABAL -CABAL
architect
MARCEL ADRIAN PEREZ
architect
-18501 Pines Blvd., Suite 107
Pembroke Pines FL 33029
STRUCTURAL ENG.:
EDUARDO GONZALEZ P.E. INC
Structural Engineers
J. Eduardo Gonaez P.E.
-717 Ponce de Leon Blvd., Suite 335
Coral Gables FL 33134
Tel: (305) 445 5100
Fax (305) 445 6644
e-mail: eddygon@bellsouth.net
M.E.P. ENG..
INGEMEL SA LLC.
DESIGN & BUILD ENGINEERING COMPANY
STATE OF FLORIDA CA No. 0113
Pedro Arias P.E. 63813
Patricla Morales P.E. 63818
-2071 Johnson Street, Suite 115
Pembroke Pines FL 33029 USA
Tel: (954) 318 2264
Fax: (954) 450 721 e
e-mail: pedroa@ingemel com
pmorales@ingemel com
CIVIL ENG.:
Consulting Engeneering
& Science, Inc.
Nelson H. Ortiz P.E. 57556
-10700 North Kendall Drive Suite 400
Miami FL 33176
Tel: (305) 378 5555
Fax (305) 279 4553
e-mail: nortiz@CESMIAMI.com
LANDSCAPE ARCH.:
M. L. A. GROUP INC.
Scott McClure RLA 6666695
-090 NE 13th Street Suite 105
Fort Lauderdale FL 33304
Tel: (954) 763 4071
Fax (954) 407 16W
e-mail: mlagroupinc@yahoo com
SEAL:
A.R. 0011702
REVISIONS:
Project No:
USC13-1
Model File:
Drawn by:
J.A / M.A. / A.0
Approved by:
A.R.
Date:
12/03/08
Scale:
As Show
Copyright
Sheet Title
NOTICE: FOUND./GROUND
ARCHITECT 4 STRUCTURAL DRAWINGS FLOOR FRAMING
HAVE TO BE CONSULTED TOGETHER r �). ( (N. ' R, N
CALL AIW W- INEER FOR ANY DISCREPANCY •! (;.•
BEFORE STARRK T OF WO� �1C IF 0 r��'. ' f •
d EDUARDO GONZALEZ P.E., INC �`(�• i # - �'
STRUCTURAL ENCVGINEERS
717 Pone. d. Loon Blvd. Suits 300 = : Nr�•' Sheet u ber
Coral Gable., Florida 33134 'e � ? r'
T.I. (30D) 445-5100 Fax (3a5) 445-GS" 4.
STATE OF FLORIDA RECISTRATioN / 24227 T •• -,
STATE OF FLORIDA LICENSE / CA-0o0018D
PROJECT 0 057Z
tt 7 po(�rer}.11..4 dt. u. br d' Is�.d Mitt tlsw pra d a�y.h�ykt/, Otle tad.
w•�►o'°•� SOMERSET SOUTH MIAMI