08-1400-001I1'_:" /
ARCH. ENG. G.C. NOTE-
- VERIFY DIMENSI
- IMPORTANT JOIST LENGTH
(TYP. OUDED)
7,_dr
VERIFIED&
xd,_7r
I,_fir
!29,_1r
ARCH. ENG. G.C. NOTE:
LO
W
aM
LO
LO
W
co
I
W
- VERIFY JOIST DO NOT INTERFERE WITH OPENING
Go
Ltd
LO
cn
o
LO
Lf)
Q
(rn'•)
W
W
Q
J
�E
Q
a^o
7' SLAB BY OTHERS
A
SE-
F
�_
A
STAIRS BY OTHERS
io
is
8'x1' -6"
CONC. CURB
co
I
c
I
i�
pw
ABOVE
-411
A
_F
TF
�—
�� 4'x4' ST'L. COL
2 -JI
17' -6'
J2
2 -J1
2 -J8
J6
3 e -J8
J6
e 8
J6
J9
J7 J9
-J1
ABOVE
ABOVE
[."JlO 2 -J t
R
30
C'VD�_L
10 P
w
04
J4
t
2 N
1
/
c
E
1' -6'
C.'D
OOF
DL- 20
SE_
LL- 30
10 SF
ROOF
/
I
16"
3' -10" 4
O 3' -6'= 14' -0"
2' -8"
12' 3' -11i1" 3' -6"
3' -6" 4' -6"
10 O 3' -6 "- 35' -0"
12"
3' -1'
4 O 3'- 14' -0 3' -8"
16"
FJ
F.
S.F.
S F.
S.F.
S.F.
SF.
S.F.
A
E3
SE-
A
SE
/
SE
7"
7' SLAB BY BOTH
/
A
S SE- /
/
l
B
E-
//
10' -3" tf
37"
8' -O'
37"
8' -0"
52"
2' -6'
64"
8' -8"
64"
2' -6"
52"
8' -0"
37"
8' -0"
37'
10' -6"
e
e
e
e
e
e
U
ARCH. ENG. G.C. NOTE:
- VERIFY COL. LOC'N.
- IMPORTANT F ST CONNECTION.
- NOTE STRUCT. DWGS.
VERIFIED ,&
DESIGN DATA
f'c TOPPING= 4.000 P.S.I.
f'c PRECAST= 6.000 P.S.I.
TOTAL JOIST AREA= 2.400 S.F. THIS Sf1T.: ' - -
S.LL._
S.I.L.= 30 (L.L.) + 10 D.L.) = P.S.F. _ (ROOF)_
ARCH. ENG. G.C. NOTE:
- VERIFY LOADING
- NOTE NOT ON STRUCTURAL ]DWGS.
- FOR SCHEDULES & DET'LS. SEE SHT. SC -1
- FOR SECTIONS SEE SHT. SE -1
P.C.I. PRODUCTION NOTE:
- DO NOT PRODUCE ANY ELEMENT UNTIL
ALL DIMENSIONS HAVE BEEN VERIFIED.
1/
ARCH., ENG., G.C., NOTE:
C
E -1 - HOLD DOWN ALL NON- BEARING WALLS UNTIL SLAB IS POURED AND SHOTES REMOVED
- DO NOT PLACE BEAM TOP STEEL UNTIL JOISTS ARE PLACED.
- VERIFY ALL CONDITIONS, DIMENSIONS, SOFFIT AND JOISTS LENGTH.
- G.C. TO INSURE MINIMUM SLAB REQUIRED THRU OUT DECK.
- BOTTOM SOFFIT ELEVATION SHOWN AS REFERENCE, G. C. RESPONSIBLE FOR
FURNISHING ELEVATIONS.
- NOTIFY P.C.I. 24 HOURS BEFORE POURING.
- PLYWOOD FORMS SHOULD ALLOW TO BE STRIPPED 48 HOURS AFTER POUR: PCI STANDARD
- VERIFY JOIST DO NOT INTERFERE WITH OPENINGS, PLUMBING OR COL STEEL.
- G.C. RESPONSIBLE OR URNISHING CORRECT BOTTOM OF JOIST ELEVATIONS ALONG
POURED IN PLACE BEAMS AND GRADE BEAMS. WHICH ARE FORMED BY OTHERS.
- STRUCTURE NOT EXPOSED UNLESS OTHERWISE NOTED ON PLAN.
- G.C. TO INSURE SLAB REINFORCEMENT AS PER STRUCT. PLAN (TYP.).
ARCH. ENG. G.C. NOTE:
NOTES:
U- eTRIPPED FON'4
PLYWOOD F011M6 CAN OE STIRIP!°ED AFTER,
24 HOUR& FOR SPAN LE6e OF W-O'
48 HOIMlS FOR SPAN DEIUEEN 5'-O' AND 8'-O'.
T2 HOIM FOR &PAN W U M W-O' AND M'-a
2� RELEASE SHOIW*4&
A)- GWORES CAN O8 RELEASE AFTER i DAYS OR
Ift CF 28 DAY& GrftnTH Q SLAOL
O)- FOR "&t OVER 48'-0' LONG 6H0106 MST
OE IIELEAW ONLY AFTER 1 DAY&
C�- END GWORE6 CA4 OE IMELEAW 24 HOLMIe
AFTER FOUR.
D)- 1lESHORE SO"" OK Doom JOIST.
3)_ FOR IhILTILEVEL SHORm SEE 61a'TCH OELm
POUR POUR
SECOND FLOOR FRAMING PLAN ,�
'V4#9= 19 - 0" NO SHORES RE
N REGUIFW
r.�CETGI -I r.�ICFTG�I
C1i.Y TIUO (2) NAmm plum. 1 1Nlt (2 ) F,LGOIM Man WEM
UNDIR !'mw FONR FOR ummm Pmew Few FO14
OPP= KM AND SCHMA PON PANG 4 07MACTUM
(00 01011 AND CM 143010!) (cm 4wm AID 7w (J) I1M101ww
4)- PATENT SCAFFOLD HEAVT' FR" 20 K
CITY OF SOUTH MIAMI
BUILDING DEPT.
STRUCTU"L SECTION
4PPRO
C1ATE:
ROOF
+32' -4"
SECOND FL. +19' -0" H.P.
+17' -6 "" L.P.
GROUND FL. 0' -0"
ELFyATIe)N
3 '
•
7
u!, �
24-
A
v.
'f J
V -,11%
LO
x
O Q
Z W) LL".
%1./ `/
LO
W
aM
LO
LO
W
co
I
W
I
CO
Go
Ltd
LO
cn
o
LO
Lf)
V -,11%
LO
x
O Q
Z W) LL".
%1./ `/
SEA L "
WALTER E. ALVAREZ P.E
'CIVIL /STRUCTURAL
STATE OF FLORIDA
C FICATE NO. 5
: r
7
CERTIFICATE OF
AUTHORIZATION NUMBER
00009404
REVISIONS
DRAWN: FSD
10 -30-08
CKD.:
APPVD.:
ISSUED:
TOP OF SLAB
FROM STRUCT. DWG.
SHEET: S -2
DRAWING: SECOND FLOOR FRAMING PLAN DATED: 9 -2 -08
PROJECT: SOUTH MIAMI PHARMACY JOB No.
LOCATION: 6050 SOUTH DIXIE HIGHWAY 2177
MIAMI. FL
ARCH.: ORESTES LOPEZ -RECIO SHEET:
ENG.: G do A CONSULTING ENG'S. S -1
G. C.: MERRITT CONST.
1--f
R"
�i
U)
aM
W
W
�o
cn
o
W
Y
J
LL
Q
J
W
W
Q
J
�E
Q
a^o
SEA L "
WALTER E. ALVAREZ P.E
'CIVIL /STRUCTURAL
STATE OF FLORIDA
C FICATE NO. 5
: r
7
CERTIFICATE OF
AUTHORIZATION NUMBER
00009404
REVISIONS
DRAWN: FSD
10 -30-08
CKD.:
APPVD.:
ISSUED:
TOP OF SLAB
FROM STRUCT. DWG.
SHEET: S -2
DRAWING: SECOND FLOOR FRAMING PLAN DATED: 9 -2 -08
PROJECT: SOUTH MIAMI PHARMACY JOB No.
LOCATION: 6050 SOUTH DIXIE HIGHWAY 2177
MIAMI. FL
ARCH.: ORESTES LOPEZ -RECIO SHEET:
ENG.: G do A CONSULTING ENG'S. S -1
G. C.: MERRITT CONST.
1--f
R"
�i