103 NE 99 St (3)SEAVIEW INDUSTRIES. INC.
3750 N.W. 46 Street
Miami, Florida 33142
NAME
ADDRESS / (v E qQ 5
MUNICIPALITY d►"l(AM
LEGAL DES.CRIFTIG'•`
LOT
BLOCK
SUBDIVISICN
V
f-rox&.ixo Oodrne■..
{
1
r�l
A= FA- 5 711
SCI- IE
F'RO.1.
NUM-
MP
Nom-
INAL
SIZE
CUM,
A
MULTIPLE UNITS
RAFTER GRACE 9PAC( JCS
MAX
••
'`O . [1 tiu
10
-C1' WIDTH
D
C .
C
p
C
C
1
3' -0"
33"
42"
--
42"
42"
36"
42"
54"
2
4' -0"
45"
42"
--
42"
42"
36"
42"
51"
3
5' -0"
57"
28"
28"
28"
30"
30"
30"
30"
36"
4
6' -0"
69"
28"
28"
28"
30"
30"
30"
30"
30"
DIMENSION
"X"
"Y"
PROJ,
N0.
1-
34"
6- 3/16"
PROJ.
N0.
2-
46"
6 -5/8"
PROJ.
N0.
3-
58"
6 -7/8"
PROD.
NO.
4-
70"
7"
DETAIL Y
BOTT. RAI
• �ALTBRNATE: OVERNE:.D ARMS (SAME COMPONENTS
LL---- ••��CC AS ARMS UNDERNEATH)
DETAIL X
STORM LACK
12" TYP.
1/4" x 20 BOLT w /WINGNUT
5/8" SQ. TUBE X 0' -3"
48SMS @ 9" O.C.
A - PROJECTION--
2" �
TOP RAIL
1/4" X 1 -1/2" STAR DRIVE INS
SPACED 22" 0.C.
7/8" 0.D. TUBE, .049" WALL
1/8" WALL CAMEL BACK
1/4" DIA. HOLE LOCATIONS.--.
8"
rV"
" O.D. TUBE, .049"
WALL
SIDE VIEW
5/8" SQ. TUBE, 3" LG., .040 WALL @ EA. RAFTER..
BRACE (OR 1" SQ. BUTT SEAM)
1/8" CAMEL BACK
SECT. 'A' SECT. '6' (54NNE2)
5/8" SQ. TUBE (CONT.)
48 -32 BOLT W /NUT (TYPICAL)
RAFTER BRACE
(SEE SCHEDULE FOR SPACING)
NOTE: EXTRUDED RAFTER MAY BE SUB-
STITUTED FOR THE 5/8" SQ. TUBE
SECT. 'C'
Y'
2 -10 -24
MACH. BOLTS-
A
12" 71 MAX.
SIDE SHIELD
(3003 -H12; 0.032" PAINTED ALUMINUM)
h.;
I J1 1
I
I
1I ✓( 1 —STORM LOCK
I 1 1
I
I
1/4" M/S W /STAR LOUIN
TO WALL
12" 0
1 22 MAX.
1
46" MAX.
STO
a 61
I I
hUiUiiiq
SHEADER ANCHOR SPACING
DDT. "CR . I DIM. "D"
(SEE SCHEDULE) '
TOP VIEW
PROJECTION —
ING SLATS
2" TYP.
( 5/8" SQ. TUBES X .040 WALL (OR
1" SQ. BUTT SEAM) (3003 -H24)
0
STORM LOCK ANGLE
1" x 1 -1/2" x 1/8" x 0' -2"
(2- 1/8" RIVETS)
1/4" x 20 BOLT W /WINGNUT
LACK DOWN SLIP @ 8A. RAFTER BRACE
(.050" X 3- 15/16" AL. STRAP)
SIDE SHIELD CLIP (.064" AL.)
CHANN. (5/8 X 1 -1/8 x 5/8)
1 -1/4" 0.D. X .050" CUP"'
WASHER EA. SIDE OF SID 'q
SHIELD. 611.08 3003 -8115
CLIP
.070'_ MIN.
I
1.00'1 MIN.
/ BRACE HINGE (.050 GA. AL.)
// PIP8 BRACH-- -
1/4" X 1 -1/2" STAR
DRIVE INS TO WALL.
DETAIL X
3 -1/2" X 2 -1/2" .090
X '- 1 -1/4" LQHC L
(2- 410 -32 BOLTS)I
1 .111111 .
7/8" TUBING (.042 ") G� /�'� /p
1/4 " -20 BOLT WHIM NUT \ // 11 //
1 TUBING (.049 ") EXTRUDED STRINGER ✓G J G6
ALLAY 6063 -T6
.050" WALL
PIPE BRACE
(6063 -T6)
{ 1.750"
I J 064
45 f j I I 125"
64
..187' R
BOTTOM RAIL (6063 -T6)
Fir HEADER.
!, 1/2" ECCENTRIC ALUM.
BEARING BOLT W /NUT
p 3/8" TBDS.
1? TO WALL
1/8"
�1"
1
SECT. 'D'
691"
STORM 1.0C
STRAP HINGE, 1" x ;040"
_(4 -44 S.H.S.)
1I11ll► I�III \!I111� 1
11 5/8"
4-6 X 5/8" X .040" X 0' -411
4 S.H.
PURLIN NAT'L.
(2 -44 S.M.S. @ EA. SLAT) 'ON.M8S180S GREATER THAN
58" PROJECTION ONLY.
SECT, 'B' C\vI►.1G)
2 -1/ - 20 MACH.
SCREWS &
SLAT 2.410"
- 125"R
/8"
1P
1/4" 0 2
DETAIL Y
X 64"
.266 "R
2 -1/2"
TOP RAIL (6063 -T6)
00888AL NOTES:
SEAvlew \./0 e.
3 0
.455' �- =140
/,T09\ ,j'. —I 123'
EXTRUDED RAFTER
(6063 -16 - .050 Ga. ALUM.)
2,4.10"
32 6 r .
I .i6D^
RAFTER BRACE
1 /32'i4"_29tIT l� 4 0 13/64
5/32" - � Air __ i7 / '118. 111 i
7L- /32
3/32 "R `6-32 M/S 6 NUTS
SPACED 12 "C.C. MAX
ROOF. S L A T
(3003 -H12; .019" GA. ALUM.)
ALL AWNING SIZES SHOWN ARE MAX. LESSER SIZES MAY
BE USED.
THE SEAVIEW INDUSTRIES "VOGUE" AWNING WAS DESIGNED
E. TESTED IN ACCORDANCE WITH THE METROPOLITAN DAD8
COUNTY BUILDING 6 ZONING DEPART. POLICY FOR PLANT
PRODUCED PREFABRICATED RIGID AWNINGS, CANOPIES 6
CANOPY SHUTTERS, DATED OCT. 10, 1960, BASED ON
THE SOUTH FLORIDA BUILDING CODE.
THE FOLLOWING LABEL SHALL BE ATTACHED TO ALL
AWNINGS: SEAVIEW INDUSTRIES, INC. CERTIFIES THAT
THE ALLOY AND HEAT TREATMENT OF ALL METAL IN THIS
PRODUCT CONFORMS TO THE SPECIFICATIONS CONTAINED
IN THE PLANS SUBMITTED FOR PERMIT COVERING THIS
INSTALLATION. THIS AWNING !81ST BE CLOSED AND
SECURED TO ME WALL DURING A HURRICANE WARNING OR
ALERT.
NOTE: BOLTS 6 mum CONNECTORS TO E1 2024 -74.
NOTE: IT SHALL BE DETERMINED, THAT THE EXIST1240
STRUCTURE CAN SAFELY SUPPORT ME AWNINGS.
101I1 OLIO ' SRO111- 0TDERIJI'I•ALL 10.81131184 ALLOYS
ARE 6063 -T6 FOR EXTRUSIONS 6 3003 -812
FOR ROLL FORM.
SE /IV !E INDUSTRIES IKIC.
9•m 'I" ggtb gT , MIAMI , FLA..
CARR SMITH & ASSOCIATES
CONSULTING ENGINEERS
M I A M I FLORIDA
;nA2v lm.•«■ F.q!I>r.SIGN LCNT•fR 1 'ft-8 NU, SNrET NO
CONTRA, TOR SNALI, vr.. AI 01%41,44.0h! l /•
Al *Ott (Aar RC PRO,. MN,: W>1N WONR W / -N4'2 L I O'