12-710-002P1 L.V Iva 11 \ V 1v1 1 V L/ L. 111 V L-L.1 V 11 L-. 1v1 . 1 . /1L.V 1v1 I 1 \ V 1v1 1 V L/ L- 1v1 V 16.L.1 V 11 L.. 1V1 .1.
NOA: 08- 0813.08 NOA: 08- 0813.08
FRONT ELEVATION PLAN
SCALE: 114f = 1 -O
NOTE: WINDOW 8 WILL BE LIFTED 5 INCHES
SEE CALCULATION AND DETAIL FOR
TIE BEAM REINFORCEMENT.
(PLATE REINFORCEMENT DESIGN)
5' -6" -
0
EV
ALUMINUM TUBE MULLION L.M.I.
NOA: 08- 0813.08
REAR ELEVATION PLAN
LEFT ELEVATION PLAN
SCALE: 1 /4 = 1 -O
NOTE 1: WINDOWS FRAMES /MULLION ANCHORAGE TO MAIN STRUCTURE
SHALL BE IN STRICT ACCORDANCE WITH THE UNITS NOTICE
OF ACCEPTANCE -REFER TO PRODUCTS CONTROLS
NOTE 2: ONLY THE OPENINGS THAT ARE IDENTIFIED WITH THEIR PRODUCTS
CONTROLS N.O.A DESIGN PRESSURES, AND SIZE ARE PART OF THIS
PERMIT. ALL OTHER OPENINGS ARE NOT PART OF THIS PERMIT
NOTE 3: THE MAIN WIND FORCE RESISTING SYSTEM OF THE STRUCTURE
(I.E: BEAM S,COLUMNS,FRAMES,ETC.) SHALL BE DESIGNED TO WITHSTAND
THE LOADS POSED BY THE GLAZING. NO CALCULATIONS HAVE BEEN
PERFORMED TO VERIFY THEIR ADEQUACY.
NOTE 4: ALL EGRESS WINDOWS SHALL HAVE A SILL HEIGHT NOT TO
EXCEED 44" ABOVE THE FINISHED FLOOR
NOTE 5: ALL OPENING MARKED AS OE ARE EXISTING AND NOT PART OF THIS
PERMIT NOR SCOPE OF WORK.
/- -\ 4' -5'
O
SCALE: 114" = 1 1 -O°
14'
(1) 1 -74" X
2 -37" X
OUTSWIG
NOA: 08-
ZONE 4:
63"
63"
ALUMINUM CASEMENT WINDOW- L.M.I.
- 0604.01
+38.80 -42.19 (ACTING LOADS)
+75.00 -80.00 (DESIGN LOADS)
(2) 1 -111 " X 63"
3 -37" X 63"
EXISTING STEEL TO OUTSWIG ALUMINUM CASEMENT WINDOW- L.M.I.
REMAIN. NOA: 08- 0604.01
ZONE 4: +38.80 -42.19 (ACTING LOADS)
+75.00 -80.00 (DESIGN LOADS)
(5) 1 -37" X 50 5/8"
OUTSWIG ALUMINUM CASEMENT WINDOW- L.M.I.
NOA: 08- 0604.01
ZONE 4 : +39.37 -42.76 (ACTING LOADS)
+75.00 -80.00 (DESIGN LOADS)
M
(i) O
(10) 1-31-1/2910 X 87" (11) 1 -90" X
OUT SWING ALUMINUM FRENCH DOOR 2 -45" X
NOA: 12- 0305.03 OUTSWIG
ZONE : +38.37 -41.77 (ACTING LOADS) NOA: 08-
+62.00 -81.00 (DESIGN LOADS) ZONE 4:
(4) 1 -37" X 26"
OUTSWIG ALUMINUM CASEMENT WINDOW- L.M.I.
NOA: 08- 0604.01
ZONE 5 : +40.05 -53.63 (ACTING LOADS)
+75.00 -80.00 (DESIGN LOADS)
14'
63"
63"
ALUMINUM CASEMENT WINDOW- L.M.I.
- 0604.01
+38.37 -41.68 (ACTING LOADS)
- -- -- -- -- ,- - -• - -• • - • -
(3) 1 -19 1/8" X 26"
OUTSWIG ALUMINUM CASEMENT WINDOW- L.M.I.
NOA: 08- 0604.01
ZONE 4: +40.05 -43.45 (ACTING LOADS)
+75.00 -80.00 (DESIGN LOADS)
(6) 1 -37" X 50 5/8"
OUTSWIG ALUMINUM CASEMENT WINDOW- L.M.I.
NOA: 08- 0604.01
ZONE 5 : +39.37 -52.26 (ACTING LOADS)
+75.00 -80.00 (DESIGN LOADS)
(8) 1 -50" X 63"
2- 24 -3/4" X 63"
OUTSWIG ALUMINUM CASEMENT WINDOW- L.M.I.
NOA: 08- 0604.01
ZONE 4: +38.01 -41.41 (ACTING LOADS)
+75.00 -80.00 (DESIGN LOADS)
(9) 1-82" X
2 -41 It X
OUTSWIG
NOA: 08-
ZONE 4:
63"
63"
ALUMINUM CASEMENT WINDOW- L.M.I.
- 0604.01
+38.54 -41.93 (ACTING LOADS)
+75.00 -80.00 (DESIGN LOADS)
RIGHT ELEVATION PLAN
SCALE: 7/41 = 1 -0
(7) 1 -37" X 50 5/8"
OUTSWIG ALUMINUM CASEMENT WINDOW- L.M.I.
NOA: 08- 0604.01
ZONE 5 : +39.37 -52.26 (ACTING LOADS)
+75.00 -80.00 (DESIGN LOADS)
0c4 I
F•
* : IVa 67
4
0:• S
TY OF SOUTH MIAMI
0IILD!NG DEPT.
. i, . T URAL- SECTION
D qv
80"1 Carparalam
Mwb DuwqPJF, I FED AP
USUMVILINNO
mi" /1r1'L 3m PE Nix 87=
rr..(711104w -I012 CA Am an
FRE\ASIONS:
Ln
O
00
N
1-
Q
•
U
n
cl�
N
0
L,J
n
U
Z
O
U
<
�
Z
J
N
�
O
O
0)
Q
O
U
>
z
p
V)
O
0
Z
U
V)
`-
O
I�
-
z
Ld
co
=
(n
N
c0
0
0)
Q
000
12
1
r-
1-
Z
W
12
W
U
Q
J
L1_
W
�
O
O
w
Z
Q
�
:D
O
PO
U
>
V)
O
0
Z
,.
LLJ
Z
O
V)
`-
O
I�
LL
=
Q
:2
DRAWN BY
M.D
SCALE
AS SHOWN
No
A -2