08-1320-0183
S -5
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I BY OTHERS.
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8-5 4' CONC. SLAB W/ 04 0 12' OTC.
EW BOTT.
T.O. ROOF'BEAM SEE ARCH. DtWIGS. FOR ROOFING.
H G ELEV. +21' -4" F -
03' -8' -
8' -4' 20' -8' 40' -0' 40' -0' 40' -8' 9' -0' 10' -8' 9' -8'
ELEV. +X-X"
METgl AIR
BY �j RS.
III
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:P1 I 12' CONC. JOIST m 4' -6' O.C. �I Q d V ELEV. +25' -0' V V I I I O
co P -I
II I I I LLOADS:
I I (h I I SEE ARCH. Da*S. I I I LDS -1 �
FOR ROOF SLOPE
AND ROOFING
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4' CONC. SLAB OVER I e q1 e 2
1 1 12' CONC. JOIST w 4' -&' O.C. l i a x s x 13 -6
II I I
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ROOF DEC SLOPE I I I
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FT • X,3p0� I I d0 Uo d d
I I I EXTEND SOFFIT TOP L) U U v U
R TO TIE BEAM
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R5-1
2' -4'
I N
ROOF FRAMING PLAN
SCALE I/8' - 1' -0'
TOP OF SLAB
ELEV. +31' -0'
CB -1 (ABOVE)
ROOF FRAMING PLAN
SCALE 1/8' - 1' -0'
RTB -1
MOMM-2
1 61, U_ W-A
1
S -5
T.O. PARAPET
ELEV. +28' -6"
ROOF NOTES
1.- FLOOR TO BE 4' CONC. W/04 s 12' OL. EA, WAY
ON CONC. JOIST.
2.- TOP OF ROOF ELEVATION ■SEE PLAN
3.- DESIGN LOADS:
DL = 25 PSF + SYSTEM WEIGHT
LL- 100 PSF (ROOF DECK)
4.- COORDINATE ALL SLAB DEPRESSIONS, THICKNESS AND
OPENINGS WITH ARCHITECTURAL AND MECHANICAL
DRAWINGS.
5. -FOR SCHEDULES, GENERAL NOTES, 4 TYP. DETAILS
SEE SHEET 5 -1.
&.-FOR SECTIONS AND DETAILS SEE SHEETS 5 -5.
-I.- DROP TIE -SEAMS OVER WINDOWS 4 DOORS, 4 ADD 2 '5 BOTT. 8'
a EA. SIDE OF OPENING AND 03 STIRRUPS o 12' O.C. MAX. (U.O.N.)
8. -PLANS AND CALCULATIONS HAVE BEEN DESIGNED IN
COMPLIANCE W/F.B.C. 2004 EDITION.
9.- RAILINGS BY OTHERS.
SUBMIT SHOP DWGS FOR APPROVAL PRIOR TO FABRICATION.
SUBMIT SHOP DWGS 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.
Im- SHOP DM'S ARE REQUIRED FOR PRE -FAB. CONC. JOISTS.
TO BE APPROVED BY ARCHITECT- ENGINEER AND BUILDING
DEPT. SUPERIMPOSED LOADS FOR CONC. JOIST.
DL= 25 PSF+ SYSTEM WEGTH.
LL■ 100 PSF (ROOF DECK)
RTB -1
CONC.SLAB
05 a 12' O.C.
TOP 4 BOTT.
cn
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ALBERTO CHINCHILLA
architect
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Pembroke Pines FL 33029
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ROOF FRAMING PLAN
SCALE I/8' - 1' -0'
TOP OF SLAB
ELEV. +31' -0'
CB -1 (ABOVE)
ROOF FRAMING PLAN
SCALE 1/8' - 1' -0'
RTB -1
MOMM-2
1 61, U_ W-A
1
S -5
T.O. PARAPET
ELEV. +28' -6"
ROOF NOTES
1.- FLOOR TO BE 4' CONC. W/04 s 12' OL. EA, WAY
ON CONC. JOIST.
2.- TOP OF ROOF ELEVATION ■SEE PLAN
3.- DESIGN LOADS:
DL = 25 PSF + SYSTEM WEIGHT
LL- 100 PSF (ROOF DECK)
4.- COORDINATE ALL SLAB DEPRESSIONS, THICKNESS AND
OPENINGS WITH ARCHITECTURAL AND MECHANICAL
DRAWINGS.
5. -FOR SCHEDULES, GENERAL NOTES, 4 TYP. DETAILS
SEE SHEET 5 -1.
&.-FOR SECTIONS AND DETAILS SEE SHEETS 5 -5.
-I.- DROP TIE -SEAMS OVER WINDOWS 4 DOORS, 4 ADD 2 '5 BOTT. 8'
a EA. SIDE OF OPENING AND 03 STIRRUPS o 12' O.C. MAX. (U.O.N.)
8. -PLANS AND CALCULATIONS HAVE BEEN DESIGNED IN
COMPLIANCE W/F.B.C. 2004 EDITION.
9.- RAILINGS BY OTHERS.
SUBMIT SHOP DWGS FOR APPROVAL PRIOR TO FABRICATION.
SUBMIT SHOP DWGS 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.
Im- SHOP DM'S ARE REQUIRED FOR PRE -FAB. CONC. JOISTS.
TO BE APPROVED BY ARCHITECT- ENGINEER AND BUILDING
DEPT. SUPERIMPOSED LOADS FOR CONC. JOIST.
DL= 25 PSF+ SYSTEM WEGTH.
LL■ 100 PSF (ROOF DECK)
RTB -1
CONC.SLAB
05 a 12' O.C.
TOP 4 BOTT.
cn
�– ROOF DEL OW
J4
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SCHOOL
South Miami
:..:::.:::::::.::.........
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CONSULTANTS:
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ALBERTO CHINCHILLA
architect
ALEJANDRO CABAL -CABAL
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Pembroke Pines FL 33029
STRUCTURAL ENG.:
....: : :.:
Structural Engineers
: ......:.......':
-717 Ponce de Le6n Blvd., Suite 335
................. : t.:.....:.;.;`;:..I
.............................. :
Tel: (305) 445 5100
Fax: (305) 445 6644
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ROOF FRAMING PLAN
SCALE 1/8' s P -0'
I
+34' -0
TOP OF SLAB
ELEV. +371-0'
I
III
7Z
C�
ROOF BEAM
v. +21' -4"
-.L
CONIC. SLAB
04 a 12' O.C.
BOTT.
011
CITY OF SOUTH MIAMI
BUILDING DEPT.
STRUCTURp4 SECTION
APPROVED 13
SATE: • <�� �,�
ARCHITECT 4 STRUCTURAL DRAWINCsS
HAVE TO BE CONSULTED TOGETHER
CALL ARC.H/ENGINEER FOR ANY DISCREPANCY`
BEFORE START OF WORK
a
t J C'
d EDUARDO GONZALEZ P.E., INCL
STRUCTURAL ENCiINEERS-� ,: t
" �IV�1
717 Ponce de Leon Blvd Suits "409,0] VVV���
Carol Cables. Flarldo 331 4 4;I
Tel. (309) 445 -5100 Fa. (305) 445 -664' • '". I�:o�7
STATE OF FLORIDA REGISTRATION / 24927 ".� '•'�,• a L"-
STATE OF FLORIDA LICENSE / CA- OOOBIBB .. "v:,� .l� •+•G
PROJECT / 0672 F(� 1
7, y Polar ydpol. ad Is a/ es cr il lw aqp .e earl tow qes a 4wuo. X44 r9 qpkft IN" 0xis
I W11REMaS
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- architects
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-Tel: (954) 442 7122
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SCHOOL
South Miami
-5876 SW 68th Street
South Miami, FL 33143
CONSULTANTS:
L
ROOF FRAMING PLAN
SCALE 1/8' s P -0'
I
+34' -0
TOP OF SLAB
ELEV. +371-0'
I
III
7Z
C�
ROOF BEAM
v. +21' -4"
-.L
CONIC. SLAB
04 a 12' O.C.
BOTT.
011
CITY OF SOUTH MIAMI
BUILDING DEPT.
STRUCTURp4 SECTION
APPROVED 13
SATE: • <�� �,�
ARCHITECT 4 STRUCTURAL DRAWINCsS
HAVE TO BE CONSULTED TOGETHER
CALL ARC.H/ENGINEER FOR ANY DISCREPANCY`
BEFORE START OF WORK
a
t J C'
d EDUARDO GONZALEZ P.E., INCL
STRUCTURAL ENCiINEERS-� ,: t
" �IV�1
717 Ponce de Leon Blvd Suits "409,0] VVV���
Carol Cables. Flarldo 331 4 4;I
Tel. (309) 445 -5100 Fa. (305) 445 -664' • '". I�:o�7
STATE OF FLORIDA REGISTRATION / 24927 ".� '•'�,• a L"-
STATE OF FLORIDA LICENSE / CA- OOOBIBB .. "v:,� .l� •+•G
PROJECT / 0672 F(� 1
7, y Polar ydpol. ad Is a/ es cr il lw aqp .e earl tow qes a 4wuo. X44 r9 qpkft IN" 0xis
I W11REMaS
ALEJANDRO REMOS R.A.
- architects
"Alejandro Remos R.A. 0011702
-18501 Pines Blvd., Suite 107
Pembroke Pines FL 33029
-Tel: (954) 442 7122
k Fw.x:(954) 4427190
k email: remosbldg @aol.com
a_
SOMERSET CHARTER
SCHOOL
South Miami
-5876 SW 68th Street
South Miami, FL 33143
CONSULTANTS:
JEANETH ARDILA
arch i t e c t
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 Gonzalez P.E.
-717 Ponce de Le6n 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. 9113
Pedro Arias P.E. 63813
Patricia Morales P.E. 63818
-2071 Johnson Street, Suite 115
Pembroke Pines FL 33029 USA
Tel: (954) 318 2264
Fax: (954) 450 7216
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
-690 NE 13th Street Suite 105
Fort Lauderdale FL 33304
Tel: (954) 763 4071
Fax:(954) 4671688
e -mail: mlagroupinc @yahoo.com
SEAL:
A. R. 0011702
REVISIONS:
Project No: USCB -1
Model File:
Drawn by:
J.A / M.A. 1 A.C.
Approved by:
A.R.
Date:
12/03/08
Scale:
As Show
Copyright
Sheet Title
ROOF FRAMING
PLAN.
�ttNumber
1
—
SOMERSET SOUTH MIAMI