160 NE 102 St (2)10
f1�81i
0.078'
1 _ 10.75"
-
N
a
0.0713
T
0.078'
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1
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I HAIf 10 0F BEAM
210 Rd /V S S
EAACii
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O I
\ 0 0 0 1
CHAIRRAIL TO COLUMN
00
t/� 6• 1
6
MANSARD BOX BEAM SPLICE
2"X4' SM BEAM 4 414 X 3/4' SMS NS & FS TOTAL 16)
2 "X6" SM BEAM 6 414 X 3/4" SMS NS & FS TOTAL 24)
2'X7" SIA BEAM 6 414 X 3/4" SMS NS & FS (TOTAL 32)
2'X9' SM BEAN 10 414 X 3/4" SMS NS & FS (TOTAL 40)
4 '•
—I-
2 -X2' PURLIN
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t
1'
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6'
.
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SUPER GUTTER 5 SUPER CUTTER
GUTTER TYPES
5' 1
GUTTER BEAM
I e10 c I &IVES
NTO 00
3 • PURLIN
TO
BEAM
tXl FERROW LAGS 02' O.0
1/4' 2' T BOLT
4 XX22 TECBOLTS
2X6 BEAM
2X 2X0.093 ANGLE i X 3 X 0.093
E (ROOF SLOPE
TSIDE P15.
OR/
ANGLE
SET ANGLE)
2 -410 X 3/4' SMS
BENT PLATE
3/4' X 2 -3/4' X 0.062'
CONNECT 2' X 2'
TO BEAM
W /2 - 4i0 X 1 - 1/2' SMS
BEAM
PERIMETER MEMBER
FOUNDATION
ANCHORAGE
2'X2' COLUMNS
COL L N NS EA.
INTO INTERIOR
NTERIOIO R
GROOVES
1'X2" OPEN BACK
TAP-CONS OR
024'0.C.
0. p
0.062' THICK PLATE
)
W/4 410 3/4' SMS
• .
• ^ •
S
O F A. POST
F —B' �
1 45 CONT.
2 "X2" COLUMNS
2'X3' 2X4 COLUMNS
-•
2"X2' K -BRACE
((ir MEET ANGLE)
•
.
2'X2 K -BRACE
(CUT TO MEET ANGLE)
48
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2 -410 X 3/4' SMS SIZE CUT BEAM
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,
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. BEAM H.
( .)
1/4X2 1/2
0 TRUSS
r
EXTRUDED GUTTER
3/8' X 8 LAC SCREW
3 8'X8' LAC
A7 EACH BEAM
OPEN CHANNEL EXT. /
0 24'O.C. 024 1/2' LAG PER
MASONRY t
�;
WALL
WALL S r
BEAM
' '
1 5 -410 X 3/4' SMS
INTO BEAM
• BENT PLATE
2' X 2' X 0.093' X 2' N1DE
5 -410 X 3/4' 5115 INTO POST
CONNECT 1' X 2'
TO POST
W/2 -410 X 1 -1/2' SMS
POST
0.062' THICK PLATE
POST (6063 -T6)
AC
E EIDE
.
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• r ,
I
. �� .
W/8 -410 X 3/4 SMS
-
/
• ,
A SIDE
A S �LUMN
0 F
WW/2/8X1/2 C SMS
1 "X2' OPEN BACK EXT.
ATTACHED TO POST HALVES
TAP -CONS OR
BOLTS 024"0.C.
2'X2' CHAIRRAIL
BENT PLATE ANGLE 2" X 3"
CONNECT MAIN BFAM & POST
W/4 X 3/4' SMS
—
STITCH
48 X
TO BEAM W/4-410 XB1'1 /2'N51aS 2 012"
X 0.093'
BEAM W/
1/2" SIBS -106
R 442' 0.C.
BEAM
FIT POST
2' X 0.093 X 2"
X 3/4' 51.5
2'X2' K -BRACE
.n.1-
'i
OF �A SI T
(CUT TO MEET ANGLE)
NOTE: 1 X 3' 0.065' ANGLE
W/6 410 SMS INSIDE
2'X2' K -BRACE
(CUT TO MEET ANGLE) POST
1 45
2 "X3"
CONT.
& 2'X4"
W/2N10X1 1/2' SMS
E SIDE
COLUMNS
2 "X2'X.125 ANGLE
W /2jeX1MS
15 AND LARGER
t5 1GH
• W % f8x
•,\
~
LAG
FACIA
/2'SM
1/4
-20 THRU 80LBOLT'
SOFFIT
Imo_
2X2 ANGLE
2X6 CARRIER
BEAM
CONNECTIONS
0.062' THICK PLATE
1' X 2' SNAP TO 2" X 2'
CONNECT TO POST W/
2 -410 X 1 -1/2' SIAS
POST
TYP. BEAM TO COLUMN
6 FOR SCREEN ENCLOSURES
St2 B E A14
(6063 - TB
W /6 f10 3/4 SMS
�. ........4.
� - - ' j
• • I'
I
P
N.pLE
2 /2
E 1 SMS
CONNECTIONS
�
1'X2'
SID
\
NOTCH
TO
ANGLE 2' X
W/4-410
8' 1 4'S CONT.
CONCRETE
L
"X5"
K — BRACE
2 AND
Ogg
LARGER COLUMNS
2 X 2'X.125 ANGLE
EA SIDE F COLUMN
W SMS
RE: ABOVE
(NOTE: K— BRACING REQUIRED
ON ONE SIDE ONLY; 1 X 2 X 0.093
7 ANGLE ON INSIDE)
2 1/2' PAVER
B/ WEDGE
BOLT AT
8 • PAVER OECK COU)MN S
•
ti
DAWN. CI K
ta. ?. J.C.
J08 NO. DWG. NO.
SCALE
'SOT TO SCALE
DATE ' i4 ' L
HEET of /
S '
AN
SCREEN 'TYPES
TYPICAL. ROOF PLAN
TYPE
SNAP
SNAP
LAP
SNAP
LAP
SNAP
LAP
LAP
LAP
h
3
4
4
6
6
7
7
8
9
LAP 2
LAP 2
2
HEIGHT
w
2
2
2
2
2
2
2
2
2
h w
8' -d
10' -d
12' -d
14' -d
T2E: DETAIL MINI11U1.1 CABLE
PURLIN TO COLUMN
CHAIR RAIL TO COLUMN
SILL PLATE TO COLUMN
PERIMETER MEMBER TO FACIA
BOTTOM RAIL TO FOOTING
SCREEN ELEVATION
NOTE: WIND BRACING REOU:RED IN EACH D:RECT10N AT EACH CORNER NOT ATTACHED TO
EXISTL'+G STRUCTURE. RE: TABLE 3
NOTE: K- BP.ACiNG KAY BE UTILIZED PSTFAD OF WIND BRACNC.
TABLE 1 BEAM SCHEDULE (FEET AND INCHES)
SIZE in.
0
1.25
1.25
1.25
1.25
1.25
a
SPAN
THICKNESS in.
t
.055
.062
.062
.062
.062
.062
.062
.072
.072
t
t
.055
.062
.062
.140
.140
.150
.150
.160
.160
t
.187
NO. CABLES
MAX. BEAM CLEAR SPAN :v.cm o-a1
4' -d
14' -3
17' -O"
22' -0"
- 29' -11'
.187 30' -6"
.187
.187
.187
34'- 6"
37' -O"
42' -8"
52' -1"
SNAP
2 2
.055 .055
7' -1'
SNAP 2
3
.055
.055 - 9' -
SNAP 2 4
.062 .062 -
SPAN
12' -10"
19' -3'
20' -0'
26' -10'
29' -0"
31' -0"
34' -10"
38'- 6"
47' -6'
TABLE 2 COLUMN SCHEDULE (FEET AND NCHES)
TYPE SIZE in. THICKNESS in. MAX. COLUMN SPACING FOR HEIGHT SHOWN
I t t 3 7' -0" 8' -0"
5' -6"
9' -11"
9' -6"
22' -d
1 1' -O
12' -0'
573 STAINLESS STEEL CABLE 1
6' -d
11' -3"
13' -11
18' -0'
25'-6'
26' -d
28' -5"
35 -4"
43' -8"
8'- 4'
LE
7' -d 18' -d
12' -10i 12' -0"
10' -1 10' -2"
17' -6" 116' -10"
24' -5" 1 23' -0"
25' -1" 124' -10"
26' -6"
32' -4'
32' -9"
40' -1d
9' -d
24' -10"
32' -d
32' -6"
38' -6
7' -d
6' -6
LAP
SNAP
LAP
2
2
4
6
6
MAX. HEIGHT
1.25
1.25
1.25
062 .062 .187
.062
.140
.062 .140
.187
8' -6'
17' -0"
9' -•
13' -d
8' -6"
9'- 6"
8' -5'
7' -11"
VAX. HEIGHT
17' -0'
LAP 2 6 11' -0'
18' -0'
19' -O'
9' -0"
20' -d
8' -4"
21' -O"
23' -d
10' -d
11' -d
- 12' -d
16' -d
2
32' -d
4
NO. CABLES
24' -d
12' -0"
,200 LBS. RATED
9' -d 8'-4"
10 -0* 9' -O" -
11' -0" 10' -d 9' -0"
NOTE: COLUMNS MORE THAN 8' -0 IN HEIGHT SHALL BE BRACED BACK TO THE BEAM AT HEIGHT
OF 6' -0" MAX. SPACING BETWEEN •... SHALL BE 5' -(7". MAXIMUM SPACING BETWEEN COLUMNS
FOR CHAIR RAIL IS
TABLE 3 CABLE SCHEDULE
NO. OF CABLES PER CORNER)
13' -0"
10 -d
26' -d
21' -4'
SPAN
6
39' -d 6
32' -d 6
27' -d 6
40'-0"
9' -6' 10' -0"
6' -9"
15' -0" 16' -0"
7' -6' -
7'-2" 6' -3"
13' -d 12' -o
25' -0" 30' -0"
NO. CABLES
9' -O"
18' -0"
TABLE 4 FASTENING
DESCRIPTION
SCHEDULE
FASTENER
3010 X 1" SUS
2#10 X 1" SUS
2#10 x 1' SUS
3/8" 0 2e O.C. *000 SCREW
1/4" T BOLTS 0 24" C.C.
DESIGN CRITERIA
WIND LOAD -10 PSF
2 WALL SHAPE FACTOR 1.3 (IN AND OUT)
LE ROOF SHAPE FACTOR 0.7 (UP AND DOWN)
ALLOWABLE ALUMINUM ALLOY- 6063 -T
MAXIMUM DEFLECTION -ROOF- SPAN /80
MINIMUM SCREEN OPENING - 60%
SCREEN ENCLOSURE
GENERAL NOTES
1. SCREEN ENCLOSURE DESIGN HAS BEEN IN ACCORDANCE WITH THE 1991 SOUTH
FLORIDA BUILDING CODE. SECTIONS 2306.6 AND 4403.4 ET AL
2. SCREEN ENCLOSURE SHALL COMPLY WITH REQUIRED BUILDING SETBACK LINES.
3. THE SCREEN ENCLOSURE SHALL NOT BE CONSTRUCTED UNDER ELECTRIC
SERVICE CONDUCTORS OR OVERHEAD ELECTRIC WIRING.
4. THE TOP FLANGE OF THE ENCLOSURE SHALL BE LATERALLY SUPPORTED WITH
A MAXIMUM SPACING OF 40 TIMES ITS WIDTH. ENTIRE STRUCTURE SHALL BE
BRACED N THE ROOF PLANE, AS INDICATED.
5. THE EXISTING FASCIA BOARD SHALL NOT BE LESS THAN 2 INCH NOMINAL THICKNESS.
IF IT IS THEN THE STRUCTURE MUST BE SUPPPORTED BY ATTACHMENT TO EACH RAFTER
WITH A MINIMUM CAPACITY OF' 1,000 LBS VERTICAL LOAD. EXISTING CONSTRUCTION
NOT MEETING THESE REQUIREMENTS SHALL BE STRUCTURALLY STRENGTHENED.
6. STRUCTURAL REQUIREMENTS DICTATE THE MINIMUM BOLT SIZE SHALL BE
1/4 INCH DLWETER.
7. ALL EXPOSED FASTENERS SHALL BE NON- MAGNETIC STAINLESS STEEL OR ALUM. EXCEPT
CABLE HARDWARE FASTENERS A'H1CH MAY BE HOT- DIPPED GALV. STEEL (PER SFBC)
8. ALL MASONRY ANCHORING DEVICES SHALL BE MADE OF NON- CORROSIVE METALLIC
CONSTRUCTION OR MADE OF VIRGIN P.V.C. PLASTIC OR MATERIAL OF APPROVED
DURABILITY.
9. LATCHES ON DOORS OF SWIMMING POOL ENCLOSURES SHALL BE 5' -6'
ABOVE THRESHOLD AND SHALL BE SELF - LATCHING AND SELF - LOCKING TYPE.
10. ANY METALUC ENCLOSURES WITHIN FIVE FEET OF THE INTERIOR WALLS OF
SWIMMING POOLS SHALL BE ELECTRICALLY BONDED.
11 THIS SCREEN ENCLOSURE SHALL BE ATTACHED AND SECURED TO A PERMANENT
STRUCTURE.
FOUNDATION NOTES
1. A CONTINUOUS CONCRETE FOUNDATION AS PER DETAIL 8 IS REQUIRED FOR THE
ENTIRE LENGTH OF THE . TO THE FOUNDATION AT 24 NCH S ON ENCLOSURE WITH A /4 " 2 1 /4 " L T- BOLTS ATTACHED (MIN.)
BE
AT EACH COLUMN.
2. ALL ANCHORS SHALL PENETRATE THE CONCRETE SLAB A MINIMUM OF 1" IN ADDITION
TO PENETRATING THE THICKNESS OF ANY FINISH MATERIAL APPLIED OVER THE SLAB,
CONC. ANCHOR SHALL BE 1/4" X 2 1/4" THUNDER BOLT OR EQUAL
3. MAINTAIN 2 INCH SETBACK FR014 FROM EDGE OF SLAB ON ALL STRUCTURES.
4. IF THE FOUNDATION IS EXISTING, A SMALL SCREEN ENCLOSURE LESS THAN
400 SQ. FT. WOULD NOT REQUIRE A FOOTER.
ALUMINUM NOTES
1. STRUCTURAL MEMBERS (BEAMS AND COLUMNS) SHALL RAVE A MINIMUM THICKNESS OF
0.055 INCHES (TOLERANCE .008 INCH).
2. CHAIR RAIL PURLINS AND BOTTOM RAIL SHALL BE A MINIMUM OF 0.040 THICK
WITH NO MINUS TOLLRANCE.
3. ALL MEMBERS SHALL BEAR THE ALLOY AND HEAT TREATMENT MARK. 6063 -T6
ALUMINUM ALLOY BEAMS WILL BEAR EXTRUD. IDENTIFICATION STAMPED ONE
FOOT FRCt4 EACH END OF BEAM. FOLLOWING ARE APPROVED MARKS: BON 6063 -16,
M- 63 -T6, A163 -T6.
4. ALL SECTIONS ARE ALLOY 6063 -16. ALL CONNECTORS ARE ALUMINUM ALLOY 2024 -14
OR EQUAL
COPYRIGHT Q 1991 BY TWENTY FIRST
CENTURY ENGINEERING CORP.
ALL RIGHTS RESERVED.
REPRODUCTION OF ANY PART OF THIS
WORK BEYOND THAT PERMITTED BY
SECTION 107 OR 108 OF THE 1976 U.S.
COPYRIGHT ACT WITHOUT THE PERMISSION
• OF THE COPYRIGHT OWNER IS UNLAWFUL.
ADDRESS REQUESTS TO TWENTY FIRST
CENTURY ENGINEERING CORP.
SCREEN ENCLOSURE WALL AND ROOF BRACING
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H= 37"
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H= 37"
2'- 0" 4 2'- 4"
SH -36
3' -0"
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SH -22
SLIDING GLASS DOOR:
107 3/4 X 79 3/4
SH -36
a
SUZIE SPO \DER
160 \E 102 ST,
M I A M I SHORES, FL. 33138
35' -2"
7' -5"
NEW FIRST FLOOR PLAN
5' -0"
13' -
SH -36
/
MULLION
J' -6"
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SH -33
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35' -2"
W SPCO\D FLOO LA\
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W=
W= 44"
H= 68"
n
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W= 77"
H= 37"
18' -2"
3' -8
W= 552"14 "
H =
68"1
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W= 37"
H= 37"
W= 36"
H= 24"
0
W= 9' -0"
H= 80"
W= 77"
H= 68"
W= 52"
H= 68"
- 2 „
p � �
35' -2"
EXISTING FIRST FLOOR PLA\
7
iL
SUZIE SPONDER
160 NE 102 ST,
MIAMI SHORES, FL. 33138
W= 72"
H= 37"
d
W= 77"
H= 68"
0'
0
-6"
11 1
W= 29"
H 37"
W= 29"
H= 37"
W= 36"
H 80"
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ALTERATIONS FOR MR4 W. FIELDS
1 6 0 IV 0 R T 14 E. A S T-° 102 STREET
MIAMI S H O R E S F L O R I DA
0 B E R T E WATSON ARCHITECT,
1 1 9 0 N O R T H E 4 3,T 1 2 5 S T R E E
NORTH M I A M I F L O R I D A ' '