967 NE 99 St (14)Sea- 5 — — 42
Orier //966 - 65
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ALL OVJat FLORID& Fr1MIE D%N.121S &. n ,:GC.
S lave fora r ineers
211:1 Cural 'Tay
1:1 .i ^lr .,
Pitox.c; 44b-t`007
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10744 AiOde
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M'.c%•
SI' ETCR OF SURVEY
T�¢ £z/ / c74e/ Q//e/
Lot 22 ,Block 170 ,
"Si CTION N0.8 OF MIA.' SHORES"
acoordini- to the Plat thereof, re-
corded in Plat Book 14, at Pa ;e 33,
of the Public Records of Dade
County, Florida.
I H +'T3Y ;E71TIFY: That this SK_'TCi
OF SURVEY of the above - described
property is true and correct, to
the best of ray knowled and belief,
as recently surveyed and platted
under my direction.
.Eu ^ene Denas
Retr. Land Surveyor j1025
State of Florida
ZONING, ZONED STREET L ONES, S t r
L: •., UND:RCROUND TO BE
ANL ' rYR t7 rp,N£D 3Y
c NE►t, ARCHITECT OR E ;JIL,I)E d tai.
FORE DESIGN OR C0NSTRU(,IION.
n-
"
1, )
4
2" X 2" X1/8" ANGLE
1/8 BEET PLATE
USED ONLY WITH
TYPE 6 COLUMNS
2" x 2" x 1/8" ANGLE
USE 3/16" X 2 *"
STAINLESS STEEL LAG
SCREWS 0
18" C.C.
TYPICAL COLUMN CONVECTION ( "I" BEAM)
AND ROOF CABIN CONNECTION ( "I" AND BOX)
FACCIA,. OVERHANG, AND WALL
FASTENERS
TYPICAL INTERMEDIATE ROOF PANEL
CABLE IN A'BOX BEAM H
ALUMA SCREEN
PANE S, INC.
2540 N.W. 6 COURT
MIAMI LORIDA
2 -1" RIVETS OR
THRUB01J23
N. USE 2 x 2 X 1/8"
ANGLE WITH TYPE
03 & 4 COLUMNS
ICK. MIN.
TYPICAL COLUMN CONNECTION
J30X BEAM
USE *"
JORDAN
° x 1/8"
URED
112
FU
6" x 6" x
10/10 MESH
X 3*" LAG SCREWS. USE # 4 BAR
1020 SHIELD IN MASONARY. CONTINUOUS
TYPICAL FASCIA TO BEAM
CONNECTION ( "I" AND SOX)
ALL EYEBOLTS
5/16" X 3i" SHANK
WELDED EYE, MIN;
24 S ING STRENGTH
SEE COLUMN SECTION
FOR ANCHOR
DETAILS.
4" CONCRETE
8" x 8"
TURNDOWN
FOOTING WITH
"I" AND BOX BEAMS
TYPICAL FOOTING
OF 3/
2 NICROPRESS
OVAL CABLE
SLEEVES MIN.
U -2-0
SEE At ALTERNATE CORNER CABLE DETAIL 5/16" X 2k" LAG SCREW 1H " ABLE USE
INTO JORDAN 1035 SHIELD
WITH WASHER MBLE.
COLUMN P. 2
MIAMI
4" x 1 3/4" x
1/8" CHANNEL
*" THRUB01113
2
H
8'
11'
1/8" CABLE BREAKING STRESS = 1800#
8'
9'
10'
11'
COLUMN SECTION
2- }" x 2}" LAG
SCREW IN JORDAN
1020 SHIELDS
TYPICAL SCREEN ENCLOSURE DETAILS
CARR SMITH a ASSOCIATES
CONSULTING ENGINEERS
FLORIDA
DRAWN: OK & D8
DATE: JULY 196!
PILE StDI®nR
S T I QF 3
WALL CABLE SCHEDULE
BOX BEAM
TYPICAL CHAIR RAIL
TYPICAL INTERMEDIATE ROOF
PANEL CABLE ( "I" BEAM)
TION
1" X 3" X 2 "X 1/16"
COLUMN COVER
TYPICAL WALL CABLE CONNECTION TYPICAL COLUMN CONNECTION
CHAIR RAIL SECURED TO
COLUMN 822 ' #10 X 1 *"
518 .
HER
TECO TYPE "B" CONNECTOR
8 EA. JOUST,
TECO TYPE B CONNECTOR
ALTERNATE FASCIA CONNECTION
4-#10 x }" S16
PROJECT ONS 8' OR IESS REWIRE 1 CABLE IN ROOF IN EACH DIRECTION
1 -344" x 1 -3/4'
x.3 LONG x
1/8" THICK
CHANNEL
3/3
6
9
27'
3
30'
33' 36'
4
39'
5
4
12
3.
1
' 12' 15' 18' 21' 24'
1 2 2
1
2
2
2
2_3
2
2
3
3
12'
I
3.
1
1
1
1
2
2
2
2
2
2
2
2
3
3
2
2
3
3
0332011 CRITERIA: DESIGN TEST LOADS
ROOF WALLS 7.0 PSF 10.5 PSF FASTENERS: 3 R UI/22MAIE
SIDE WALLS 13.0 19, STRENGTH
ALUMINUM BEAMS: MAX. DEFIECTION 8 DESIGN LOAD 1/80
MIN. RECOVERY FROM TEST LOAD 80%
EXPOSED FASTENERS SHALL BE NON— MAGNETIC STAINLESS STEEL OR ALUMINUM ALLOY
2024—T4. NON- EXPOSED FASTENERS MAY BE OF MAGNETIC STAINLESS STEEL. CABLE
HARDWEAR MAYBE HOS.DIPPED GALVANIZED STEEL.
ALL SCREWS UNLESS OTHERWISE NOTED ARE #10 X *" STAINLESS STEEL SUB. ALL
BOUMS UNLESS OTHERWISE NOTED ARE *" X 2}" ALUMINUM, CAP - HEADED HEX 12528022
OF ALJ0Y 2024 -14. ALL ANGLES UNLESS OTHERWISE NOTED ARE 2 X 4" X 1/8".
SCREEN ENCLOSURES WITH TWO OR MORE FREE- STANDING CORNERS REQUIRE WIND BRACE.
INO: WALL CABLES PER. SCHEDULE AND ROOF CABIES AS REQUIRED BY ENGINEER.
OOF AND SIDES SHALL BE COVERED WITH SCREEN MATERIAL 60% OR GREATER OPEN.
THE ADDITION OF SOLID ROOFING OR SIDING SHALL REQUIRE 2202) s02 APPROVAL.
LATCHES ON DOORS OF SWIMMINO•POOL ENCLOSURES SHALL BE 66" ABOVE THE 181)28H—
HOLD, SHALL BE SELF.LATCHING,' SELF— LOCKING AND MOUNTED ON SELF—CLOSING DOOR.
IT SHALL BE DETERMINED THAT THE EXISTING STRUCTURE CAN SAFELY SUPPORT THE
LOADED SCREEN ENCLOSURE.
PRINTS FOR BUILDING PERMIT PURPOSES ARE VALID ONLY WHEN THE ACTUAL PRINT IS
3/011ED BY RIVETS ARE X250° ENGINEER OVER
EXPOSING, US IMPRESSED SEAL.
1690# IN SHEAR. SCREWS I&1 BE USED IN
SHEAR.
•
F
TYPS Is
�.
) (I a -••
1
7-
=:--
'
00
-
F
-*--T 2
USN EITHER
CLIP CORRECTION
'
E ■ '
to �
41I�-
'
II F
II
T j+-.1 r_
II
III
11
° II
a �a
P —
1
F
In
� an
B
B
B
j
B
TYPE 1B
TYPE 2 TYPE 3 TYPE 4 TYPE 5 TYPE 6
BEAM AND COLUMN SCHEDULE
IDENTIFICATION
018888IONS
MAX. BEAM SPANS C.C.
MAX. COLUMN SPANS C.C.
REMARKS COLUMN
MARK
ALLOY
Y.S.
A
B
0
11
12
T 3
T4
8 -0
7 -0"
6 -0°
5' -0°
8 -0°
71 -0°
61 - 0
51 -0'
lA
6063 - 15
16
1.00
2.00
.040
.040
SECONDARY
MEMBER
USE
AT CCRNER3
ONLY
USE AS OTHER DIAN SECONDARY
18
6o63 -T5
25
2.00
2.00
.otp
.040
7'
8 - 0
81
8
USE
AT CCRRERS
(ELY
MEMBER REQUIRES ENOIBEIRS APPROVAL
2A
6063 -P6
25
4.00
2.00
1.00
.064
.064
.064
.067
14 -2"
14' 1o'15'
- 8°
16
11'-3
]1 '- 30'12 -2"
13 -1
THRUBOLTS 20 0.0.
2B
6063 -16
25
6.00
2.00
1.00
.140
.062
.140
.067
22 -3"
23 -4'
24' -6"
26
BOTH 24. 0.0.
2C
6063 -T6
25
7.00
2.00
1.00
.200
.070
.200
.067
27 -0"
281-4"
29
31
BIDES ® 24 0.0. .
3A
6063 - T6
25
2.82
2.00
.065
.055
.065
11'-9"
12' -3"
12 -11"
13 -8
8, - 9"
9 3' -1 "
11 -1"
VINYL DRIVE CLEAT OR
313
6o63 -T6
25
3.00
2.00
.050
.050
.050
1014
11
11'.9
12 .
8
9 9 -7'
10 ''• 2 '
' .023 ALUMINUM CLEAT
4A
6063 - T6
25
4.00
2.00
.104
.050
14' - 6"
15' - 3"
16 - 1"
17 - 1"
11'
12' - 5" 131
14' -0
#10 x }' 8MS 0 24' 0.C. EA. AC
413
6063 - T6
25
6.00
2.00
.180
.063
22 - 2"
23 - 3'
24
26 - 0"
DO AO
4C
6063 -P6
25
7.
2.00
.28o
.060
27' 6'28'
- 10°
30' - 3'
32
DO AC
4D
6063 - r6
25
7.00
2.00
.175
.220
,.060
.125
.
3
31
33'
35' - 1"
DO IL
5A
6063 - T6
25
3.00
4.00
3.00
.o88
.060
.080
15 -6"
161-2'
17 -1"
18
0
5B
6063 -T6
25
3.00
5.00
3.00
.094
.050
.094
181-7"
19
20
21'
AS
50
6063 -16
25
3.00
6.00
3.00
.094
.060
.094
21 - 5"
22 ' -5"
2 3' -7"
25
C
5D
6063 -16
25
3.2
6.6
3.00
.100
.055
.100
2 3 1 -7`
24' -8"
26'-0"
27' -7"
JC
5E
6063 -r6
25
3.20
6.65
3.20
.106
.066
.098
23 =11"
251 - 01251
-10"
28 -0"
AS
5F
6063 -16
25
3.00
7.00
3.00
.125
.066
.125
25
28'
30 - 2"
c
50
6063 -16
25
3.30
7.65
3.3o
.115
.076
.098
27 -3'
28 -6
30 0"311
-11"
As
5H
6063 - 16
25
3.50
7.7
3.
.110
.073
.100
27 - 10"
29 - 1'
30 - 8"
32 - 6"
AC
52
6063 -16
25
4.00
8.00
4.00
.125
.070
.125
3
32' -1"
33'-8'35'-10'
c
5E
6063-T6
25
3.t5
8.15
3.64
.116
.076
.106
29 6 "3o'
-u'
32
34, -6"
AS
5L
6065 -16
25
3.85
8.7o
3.47
.120
.074
.108
31' -11'
33' -5"
35
371-3°
Ac
58
6063 -T6
25
4.19
9.85
4.19
.135
.096
.121
37
381-8"
40
43
FOB SPAM MUTER THAN ' AS
5
6063 -16
25
4.5
10.00
4.00
.140
.096
.140
3 -7'
40
42 -6°
45 -2°
34 119E } X 21, LAG SCRE88 C
5P
6063 - 26
25
4.25
10.10
3.75
.133
.084
.117
37
39
41 -3'
44,-0°
IN JORDAN 1020 MAIDS. AC
6A
6063-T6
3
30
4.00
4•
2.00
.064
4
.064
4
.064
6 4
11 -11"
12 "
7
1 ,-
3 3'
1 4 , -1"
8 "
5
8 -11' , -8"
9
101 -7"
GENERAL NOTES
1. CONTRACTOR MUST AT ALL TIMES, BE ABLE TO VERIFI ALLOY AND TEMPER OF ALUMINUM BEING USED.
2. 6063 -T6 ALUMINUM ALLOY BEAMS WILL BEAR EXTRUDERS IDENTIFICATION MARK STAMPED 1 -FT. FROM EAU)] END OF BEAM. FOLLOWING
MARES ARE APPROVED MARK81 BON 6o65-T6 ME 63-T6, JALEX 6063 -T6, and 388 6063 - 16.
4 3. 0888 1 SCREEN IB SP IN INC T•TN WD E83TO , PU YRLIN3 3 3 DEDUC 5% FROII MAXIMUM BEAM SP AN.
TB1C ARE ISID A88 IN E3I
PRIMPS P08 BUIIDINC PERMIT S PURPOSES ARE 1418111014 VALID ONLY THIONE 8888 THE ACTUAL OF PRINT 13 3ION8D .006 ". 8Y THE ENGINEER OVER HIS IMP88)
THICK OP .050° AND LES ARE CHa1AlSR SSE RAVE TOLERARCH A
ALUMA SCREEN
PANELS, INC.
2540 NW, 38th COURT
MIAMI FLORIDA
TYPICAL SCREEN ENCLOSURE DETAIL
CARR SMITH e1 ASSOCIATES
CONSULTING ENGINEERS
MIAMI FLORIDA
" ' D.A.
,
6582
SHEET 2 0F