SURVEYc c —
2 a a rz- £ O
• "1" tom .•
tio *.Z-
tat
1 C se I " 8 ' I C
-C°
7a r i�
1bq
4 3 0
kt, . I a Cr' Ste. I t
% eo fi (L.a•o-t—
b`
�J . _�
��'•® c9'�t C o e wee F
�i b 11,5
I.t €. 6 c.�rt�fa
a
3 7 /
Z
-
a
r. e
- CoNvetureD:
A
1
v
1 1
ti
s'
TYPE lA
T 4--
1
<
T 2 --
F
, f�^t a c y —
�\
L
I I F
II
T ll--I i ___
II
T t o b
- - - - —
+ — — tc-s
U'
) F L _l
- m
--
F
T2-- --
T
r F
ta 4a —
T2
LL
--
USE
CLICONNECTIO
T2 G
EITMER
F
i^
B
___FL_rp__.
B
B
A l
I B
TYPE 1B
TYPE 2 TYPE 3 TYPE 4 TYPE 5 TYPE 6
BEAM AND COLUMN SCHEDULE
IDENTIFICATION
DIMENSIONS
l.L1X. BEAM SPANS C.C.
MAX. COLU1Ni SPANS C.C.
REMARKS COLUMN
MARK
ALLOY
Y.S.
A
B
0
T1
T2
T3
14
8' -0"
7' -0"
6
5
61
71
6
5
lA
6063 - 15
16
1.00
2.00
.040
.040
SECOIIIARY
FIELDER
USE
AT C(RNERS
(ELY
USE AS OTHER DiN1 SECONDARY
1B
6063 - 15
25
2.00
2.00
.040
.040
7' -0" 8' -
8' - o"
8' - o"
USE AT CCRIMRS
CNLY
MEMBER RE.UIRES ENGINEERS APPROVAL
2A
6063 - 16
25
4.00
2.00
1.00
.064
.064
.064
.067
14' -2" 14'- 10'15'
-8"
16' -8"
11'- 3 "11'- 10'12'
-2"
13' -1"
THRUBOLTS 20" o.c.
2B
6063 - 16
25
6.00
2.00
1.00
.140
.062
.140
.067
22' -3" 2 3' - 4"
24' -6"
26' -o"
BOTH 24" o.c.
20
6063 46
25
7.00
2.00
1.00
.200
.070
.200
.067
27' -0" 28' -4"
29' - 8"
31' - 6"
SIDES 6 24" o.c.
3A
6063 -16
25
2.82
2.00
.065
.055
.065
11' -9" 122' -3"
12' -11"
13' - 8"
8' - 9" 9' 3'10' - 1"
11' -1"
( VINYL DRIVE CLEAT OR
3B
6063 - 16
25
3.00
2.00
.050
.050
.050
101-8" 11' -2"
11'-9"
12' -6"
8' -7" 9 - 1' 9 - 7"
1
' .023 ALUMINUM CLEAT
4A
6063 -16
25
4.00
2.00
.104
.050
14' 15'
16' - 1"
17' - 1"
11' -8" 12' - 5" 13'
1 4' -0 "
#10 x " SMS
} 24 O.C. EA. AC
45
6o63 - T6
25
6.00
2.00
.180
.060
22' - 2" 23' - 3'
24' - 6"
26' - 0"
DO Ac
4C
6063 -16
25
7.00
2.00
.200
.060
27' 6'28' - 10"
30' - 3"
32'-2"
Do AC
40
6063 - T6
25
7.00
2.00
.175
.200
..060
.125
.
3 - 3" 3
33' -0 "
35'
00 2
55
6063 - 16
25
3.00
4.00
3.00
.088
.06o
.080
15' - 6" 16' - 2'
17' - 1"
18'
0
5B
6063 - 16
25
3.00
5.00
3.00
.094
.050
.094
18' - 7" 19' -
20' - 6"
21' - 8"
AS
5C
6063 -16
25
3.00
6.00
3.00
.094
.060
.094
21' - 5" 22' - 5'
2 3'-7"
25' -1"
c
50
"6063 -T6
25
3.2
6.6
3.00
.100
.055
.100
23' -7' 24' -8"
26' -o"
27' -7"
A0
50
6063 - 16
25
3.20
6.65
3.20
.106
.066
.098
23' =11" 25' 0'25'
- 10"
28' - 0"
AS
5F
6063 - 16
25
3.00
7.00
3.00
.125
.066
.125
25'- 10 "26' -11'
28' -5"
30' -2"
C
50
6063 -T6
25
3.30
7.65
3.3o
.115
.076
.098
27' -3' 28' -6'
30'- 0 "31'
- 11"
AS
5R
6063 - 16
25
3.5o
7.7
3.
.110
.073
.100
27' - 10' 29' - 1'
30' - 8"
32' - 6"
AC
5J
6063-16
25
4.00
8.00
4.00
.125
.070
.125
30'-7' 3
33'- 8 "35'
-10"
C
5K
60 63 - 16
25
3.
8.15
3.64
.u6
.076
.106
29'- 6'30' -11'
32' -6"
34' -6"
AS
5L
6363 - 16
25
3.85
8 .70
3.47
.120
.074
.108
31' -11' 33' -5'
35'-1'
37'-3"
AC
5M
6063 -16
25
4.19
9.
4.19
.135
.096
.12I
37' -O' 38' -8"
4o' -8"
43' -3"
FOR SPANS GREATER THAN AS
5N
6063 -16
25
4.50
10.00
4.00
.140
.096
.140
38' -7' 40' -3'
42' -6"
45' -2"
34' USE ," x 2}" LAG SCREWS C
5P
6063 -T6
25
4.
10.10
3.75
.133
.084
.117
37' - 6 ' 39' - 3'
41' - 3'
44' - o"
IN JORDAN 1020 SHIELDS. AC
6A
6063 -T6
30
4.
2.00
.064
.064
.064
11' -11' 12'-7'
13' - 3"
14' - 1"
8' - 5" 8' - 11' 9' - 8"
10'-7"
GENERAL NOTES
1. CONTRACTOR MUST AT ALL TIMES, BE ABLE TO VERIFY ALLOY AND TPER OF ALUIiIIIUM BEING USED.
2. 6063 - ALUMINUM IT ALLOY BEAMS WILL BEAR EXTRUDERS IDENTIFICATION !:ARK SL1:FED 1 -FT. FROM FACB END OF BEAM. FOIL
MARKS ARE APPROVED MARKS: BON 606 -16, ME 63 -16 JALEX 6063 -T6, and GA2 6063 - T6.
i . 151120 SCREEN IS SPTTN.0 TO PURLINS DEDUCT 56 FROM MAXIMUM BLIM SPAR.
THICIIIESSES ARE IN INCHES, YIELD STRESSES ARE IN SCSI.
PRINTS P011 BUILDING PERMTT PURPOSES ARE VALID ONLY "110T TIR; ACTUAL PLIIOT I0 0I10SD °Y THE 011G111E1R OVER HIS I13'F
,. THICKNESS OF .050" AND LESS ARE 50151 i11;; GREATER T0ICC ^SSES HAVE TGLI002 :CS OF ' - .006 ".
AW A SCREEN
PANELS ONC.
2540 N.W. 38th COURT
MIAMI' FLORIDA
TYPICAL SCREEN ENCLOSURE DETAILS
CARR SMITH & ASSOCIATES
CONSULTING ENGINEERS
MIAMI FLORIDA
IlAqm
6582
SHEET 2 OF 3
\ Gas
,b
41 4
It
•
'2 q
tt tt
n
4 4 .
� tf .
'10' •
•
i1
E, bCOC
•v /D
j a °9 ,o'. CoZ ('
t
4'
44 4
g 0
M
t
6' 0
•
4 1 ,
/6 i
/ •
sn'
//
/4
/0
/.5
9
/ro
L L
/7'
/B
/9
20
90
22
.50
2
2.42
9 /-s./
o
Order No. Date
ioo
2s 5
/s ry
C..B. s
z�.ss
29"
R E V I S I O N S
Field Book T
1
I HEREBY CERTIFY: That the attached "S';P
roperty is true and correct to the best of
ly surveyed and platted under my dirocti wn,
SCH
0 •/U
o..
5c�'/6'. ' /'! /OO'
SKETCH OF SURVEY
Lots 6 and 7, Block 90,
AMENDED PLAT OF MIAMI
SHORES SECTION NO. 4,
according to the plat there-
of, as recorded in Plat
Book 15 at Page 14 of the
Public Records of Dade,
County, Florida.
Order No.91413 8 -21 -68
F. B. No.93- 1472/16 -11
Scales Shown
SGc'/& . • /���
of the above described
.vi•- wledge and •hel. ief as recent-
St(
As5; cLAT.F S . NC.
stored Land Surviyol
e of Florida
Signature
V Pres.
•
Reg. Land Surveyor#
larrLanti State ox a la.
g.LaT surveyor# State ox r
Re .Land Surve or#