133 NE 99 St (14)SEAVIEW INDUSTRIES. INC.
3750 N.W. 46 Street
Miami, Florida 33142
NAME V .LT:
ADDRESS f)7 /I 7e .f/
MUNICIPALITY l/? 2(tiNir d kv i
LEGAL DES.CR IFTI O''l
LOT
BLOCK
SUBDIVISICN
� = C?x6a
(3 = / gbh Go
S C H E D U L E
VRO.J.
NUM-
BEP,
Fir) M-
INAL
SIZE
ClM.
• A -
frIULTIPLE UNITS
RAFTER .RACE SPACIIJC�
MAX.
' -Q »D nT14
10
-rr WIDTI
D
-1
C
C
46"
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 -3116"
PROJ.
N0.
2•
46"
6 -5/8"
PROD.
N0.
3•
58"
6 -7/8"
PROD.
N0.
4-
70"
7"
0
BOTT. RAI
I , I
v4
DETAIL X
1" 0.0. TUBE, .049"
/ WALL
,ALTERNATE: OVERHEAD ARMS (SAME COMPONENTS
A - PELBECTION+
7/8" O.D. TUBE, .049" WALL
1/8" WALL CAMEL BACK
STORM LOCK
5/8" SQ. TUBE, 3" LG., .040 WALL @ EA. RAFTER -.
BRACE (OR 1" SQ. BUTT SEAM)
DETAIL Y
1/4" x 20 BOLT w /WINGNUT
SECT. 'A'
5/8" SQ. TUBE X 0' -3"
48SMS @ 9" 0.C.
TOP RAIL
1/4" X 1 -1/2" STAR DRIVE INS
SPACED 22" 0.C.
AS ARMS UNDERNEATH)
12" TYP.
OCR
SIDE VIE \V
1/8" CAMEL BACK
12"
5/8" SQ. TUBE (CONT.)
8 -32 B01.1 W /NUT (TYPICAL)
RAFTER BRACE
(SEE SCHEDULE FOR SPACING)
NOTE: EXTRUDED RAFTER MAY BE SUB-
STITUTED FOR THE 5/8" SQ. TUBE
SECT. 'C'
SIDE SHIELD
(3003 -H12; 0.032" PAINTED ALUMINUM)
TOP VIE \V
i
I i
4. LOCK
I" 1
I
,/
i
if
'HEADER ANCHOR SPACING
? "" may- )%'-
DIR. "C" . I DIM. • D"
(SEX SCHEDULE)
PROJECTION—,
•
INC SLATS
( 5/8" SQ. TUBES X .040 WALL (OR
1" SQ. BUTT SEAM) (3003 -824)
P.
[01
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
CLIP
SECT. ' 13' (BANNER)
— 1/4" M/S W /STAR I.OXIN
TO WALL •
12" I .0
LACK DOWN SLIP @ EA, RAFTER BRACE
(.050" X 3- 15/16" AL. STRAP)
N
,8MC6 HINGE (.050 GA. AL.)
PIPE BRACE - --
1 /4" X 1 -1/2" STAR.
DRIVE INS TO WALL.
DETAIL X
SIDE SHIELD CLIP (.064" AL.)
CHANN. (5/8 X 1 -1/8 x 5/8)
1 -1/4" 0.D. X .050" CUP A
WASHER EA. SIDE OF SID
SHIELD. ALLAY 3003 -812)
i
1_ �r
7/8" TUBING
1/4 BOLT W /WING NUT . uAD •
1" TUBING (.049 049 8171
") EXTRUDED STRINGER ✓
ALLOY 6063 -T6
.050" WALL
1.750"
064
45 1 1 125"
7
1 22" MA8.
46 ", MAX.
STO
ONO ION
WON r iA
i u
.070" MIN.
4 ,22:1 MIN.
3 -1/2" X 2 -1/2" 090
X '- 1 -1/4" LONG L
(2- 410 -32 BOLTS)I
PIPE BRACE
(6063 -T6)
RAFTER
64
..187'R 4271/7 ".4
BOTTOM RAIL (6063 -16) TOP RAIL (6063 -T6)
/l" HEADER
a1 ..
!,1/2" ECCENTRIC ALUM.
/BEARING BOLT W /NUT
3/8" THDS.
L TO WALL
1/8" — 1 1
�J :ill"
1-1/6 SECT.'D'
69>"
STORM LOC
ST8AP HINGE, 1" x .040"
__ �(4 -44 S.M.S.)
ROOF PURL
1 1 1 -47. Q tki
\ , I
1 '__GI�1�1�11t\.. Cli
1411 5/8" X 5/8" X .040" X 0' -4
4-04 S.M.S.)
PURLIN MAT
(2 -44 S.M.S. @ EA. SLAT) 'ON.'AMMENOS GREATER THAN
56" PROJECTION ONLY.
SECT, 'B' C\vILIG�
2.1/4" - 20 MACH.
SCREWS &
SLAT
/8" SQ. TUBING
IP
1/4" X 2
DETAIL Y
X .064"
SEAN/ ew \Joc4u E.
2.410"
/.125 "R
3
.435, �� d I ����_
/,709 ." }
EXTRUDED RAFTER
(6063 -16 - .050 Ga. ALUM.)
2,4115"
RAFTER BRACE
71364
LT 32 16 pi 1I___ 1111 \ + •
5/32" •10 / 18" 7/32
3/32 "R - 6-32 M/S 6 NUTS
SPACED 12"C.C. MAO
ROOF. SLAT
(3003 -H12; .019" CA. ALUM.)
GENERAL NOTES:
ALL AWNING SIZES SHOWN ARE MAX. LESSER SIZES MAY
BE USED.
THE SEAVIEW INDUSTRIES "VOGUE" AWNING WAS DESIGNED
6 TESTED IN ACCORDANCE WITH THE METROPOLITAN DADS
COUNTY BUILDING 6 ZONING DEPART. POLICY FOR PLANT
PRODUCED PREFABRICATED RIGID AWNINGS, CANOPIES 6
CANOPY SHUTTERS, DATED OCT. 10, 1960, BASED 01 -
THE SOUTH FLORIDA BUILDING CODE.
THE 701104180 LABEL SHALL BE ATTACHED TO ALL .
AWNINGS: SEAVIEW INDUSTRIES, INC. CERTIFIES THAT
THE ALLOY AND NEAT TREATMENT OF ALL METAL IN THIS
PRODUCT CONFORMS TO THE SPECIFICATIONS CONTAINED
IN THE PLANS SUBMITTED FOR PERMIT COVERING THIS
INSTALLATION. THIS AWNING MUST BE CLOSED AND
SECURED 10 THE WALL DURING A HURRICANE WANING OR
ALERT.
NOTE: BOLTS 6 OTHER CONNECTORS 10 8E 2024 -14.
NOTE: IT SHALL BE 58TERMINED, THAT THE EXISTING
STRUCTURE CAN SAFELY SUPPORT THE AWNINGS.
NOyt UBLBSC 'S8141- 0TEE1JI8 .ABL A.UYLRM ALLAYS
ARE 6063 -T6 FOR EXTRUSIONS 6 3003 -812
FOR ROLL FORM. .
S E /v! E' / INDUSTRIES INC.
9418 ■Jw- 1.5 8T. M IAMI 1 IN-4..
CARR SMITH & ASSOCIATES
CONSULTING ENGINEERS'
M I A M I rLO RIDA
CON/10:,1OR SHALL V.1.I1v AI1 DIMLN91f1NA .('' �1 'Y n
Al AI611E 1•
RC.UR[ ROCIf.D.NG. VMS WORK L O'
/gat 6144;
, c A - ,
7 f3 /
•
11 FIRE DEPARTMENT
PUBLIC WORKS
POLICE DEPi
BUILDING 1)1,.;E.G,O
• PLANNING & Z
VILLAGE
PRELIMINARY:
REMARI(S:
r
THESE PLANS ARE iIPPX,ED it O.' A EUILDING PERMIT
C] WITH NO V"..71.:'••"",L: ri; I Si ED IN "REMARKS"
NO OTHER DEIIAT:0 P."0 ZONING
ORDINANCES WILL 1 • Y NI BEI.OW.
ALL OTHER APP'1‘,.'•' •-•; E i• MJSTE COMPLIED
WITH BY ALL RA:?TlEl_I.
APPROVAL
D-te
FINAL:
;;OMPLIANCE \V;TII •1
BY MIAMI ShIOP.E;••
SUB CONTRA'2. ' • 7
ING REGULATIONS WHOP:Z.', O IIOT `s:PECIFICALLY 1 HEREIN. ".