350 NE 102 St (11)DESIGN CRITERIA:
A w111i SECTION
'
N �p� ARE
23( 2 Of 1HE ftY
TEST LOAD: 1.5 X DESIGN LOAD
CONNECTIONS 3.0 X DES/ 01 LOAD
ALLOWABLE DEFLECTION S 1/180
SECaWOARY MEMBERS L/80
RECOVERY FROM TEST LOAD 80%
ALUMINUM AHOY OF AWNING CCMPONEHTS:
AS DESIGNED BY THE AL(,'MNUN ASSOCIATION.
PART
ART
ALLOY
COMPRESSION
VELD STRESS
80X BEAM. LOUVERS
3004 -H36
28,000
HANGER BERM
6063 -16
25.000
BOLTS. RIVETS
2024 - l4
3$000
HINGE
6063 -T6
23,000
CIE? JRAL Y2 TE
THIS SHUTTER 'NAS DESIGNED LM ACCORDANCE NTH THE
SOUTH FLORIDA BUILDING 000E
MASONRY ANCHORS OF DIE SAME DUALITY & STRENGTH MAY
ABE SUBSTITUTED O T FOR THE ANCHORS SHOW%. (METRO
THE BOX BEAN TO BE TASTE %) TOGETHER 4114 E-8
TWEE 1204 EPDXY OR 16 SET! TAPPNG MACHINE SCREWS.
1/8 IN. POP RIVETS MAY BE SUBSTITUTED AIM 16
SELF TAPPING MACHINE SCREWS
PRINTS VAUO FOR BUILDING DEPARTMENT PURPOSES
ONLY '401 9GNE0 8Y THE ENGINEER OVER HIS SEAL
•
STUCCO
•
r
— FOR MASONRY
1/4" DRIVE NAIL
"DRYV1N" #3915 -12
24 X 3I PRINTED ON MO. 100014 C1.LA$.PR&NT •
1/8" ALUM. POP RIVETS
— CPTION-
1/4" X 1 - 1/2" S.S. LAG
SCREWS TO WOOD
6"
1/4." X 2" S.S, PIN -- -� -
1/8" ALUM. HOLD BACK CUP
HANGER BEAM
(2) #8 c 1/2" STAINLESS S.M. SCREWS
DETAIL C
DOUBLE HINGE
DETAIL B
4"
II
NYLON BUTTON
HOLDBACK CATCH
7
SHUTTER HOLD BACK CATCHES
HANGER BEAM
1' MNN.
4
4
4 C
STUCCO
VARIES
HINGE
SECTION E -E
DOUBLE
VARIES
PIANO HINGE
3." D
DETAIL D
DOUBLE
L 1/8" FLAT ALUMINUM
HINGED SHUTTER
1 -7/8"
1/4" x 1 -1/2" WEDGE ANCHOR
TO MASONRY
-OR-
1/4' X 20 X 2 -1/2' BRASS
HANGER BOLT TO 'WV000
n
N
n
DETAIL D
HANGER BEAM
LOCKING BAR
F3AR BRACKET
1/8" POP —RIVET
SECTION C —C
LOUVERS
HOLD BACK CLIP
SECTION D--O
DOUBLE
HANGER BEAM
(TYP.) •
�---- LOCKING BAR
BAR BRACKET
2.50'
b
r
.023
9
323'
1
DETAIL 'D
aux BEAM
•
n4
1
STUCCO
LOCKING BAR
1 -1/2' X 1 -1/2' X1/8'
ALUMINUM ANGLE (6081 -T8)
DETAIL A
FOR MASONRY
1/4" DRIVENAIL
"DRYVIN" #3915 -12
dr
• •
—OPTION -
1/4" X 2" S.S. LAG
SCREWS TO W000
C
C
DETAIL D
6"
1/4" HOLE
1/4" X 2" S.S.
DETAIL A
SINGLE HINGE
VARIES
1/8" ALUM. POP RIVETS
SINGLE
VARIES
SINGLE
} ; 7
SECTION B - B
HANGER BEAM
A
tow- A
HINGED SHUTTER
4"
L 1/8" FLAT ALUMINUM
2 -3/16"
r1
LOUVER
SECTION A - A
SINGLE
DATE.o.1LF 3I INN, BY. C.F.
HANGER BEAM
(TYP. )
--4 LOCKING BAR
HOLD BACK CLIP
WILLARD SHUT
4420 N.W. 3S t1-1. Ct
JAMES R
CONSULTING
1720 N. BAYSHCRE DRIVE MIAMI,
E3•--. SC i=2 - NI
TER CO, INC,
M iQr�t1, El. 33142
❑DGERS
ENGINEERS
FL 33132 <3037 373 -7320
SCALE' N,T.S.j SHT. 1 OF 1 j
ISLANDER COLONIAL HINGED SHUTTERS
El 4 DATE
ALL AWNING SIZES SHOWN ARE. MAX, LESSER SIZES MAY
BE USED.
THE WILLARD `.DING AWNING AND WILLARD AWNING WERE
DESIGNED AND TESTED IN ACCORDANCE WITH THE SOUTH
FLORIDA BUILDING CODE — 1979 EDITIONS.
AWNING ARMS MAY BE MOUNTED OVERHEAD, USING SAME
FITTINGS AND DIMENSIONS.
ALUMINUM ALLOY OF AWNING COMPONENTS (OR EQUAL)
ROOF SLAT , , , , . . , , , . . . 5005 —H34 .
VALENCES, STIFFENERS 3003 —H14
PURLINS 3003 —H34
ARMS, CAMELBACKS, PINS 3003 —H18
EXTRUSIONS. , . , , , , . . . . , . . . 6063 —T5 0
ANGLES 5052 —H34
BOLTS 2024 —T4
BAFFLE 3004 —H14
THE FOLLOWING LABEL SHALL BE ATTACHED TO ALL
AWNINGS: WILLARD SHUTTER CO., INC. CERTIFIES
THAT THE ALLOY AND HEAT TREATMENTOF 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 TO THE WALL DURING A
HURRICANE `✓ARNING OR ALERT.
ANCHOR SCHEDULE
CONCRETE AND
CONCRETE BLOCK
HOLLOW WALL
WOOD
1/4' X 1 -1/4'
DIAMOND HAMMER
DRIVE NAILS OR
1/4' — 20 BOLT
SUPERGRIP
ACKERMAN JOHNSON
1/4' — 20 'LONG'
4 —WING TOGGLE
SCREW ANCHOR
NO. 10 X 1 -1/2' LG.
WOOD SCREWS
3ANNER
TERM LOCK DETAIL
(BANNER)
SEE ANCHOR SCHEDULE
J
STORM LOCK DETEAIL
OWING)
WING
L- 5 -1/2' x 2 -1/2"
x ,090 x 1/4" LONG
SLATS
SECTION "F " - "F'
(WING)
WINE FOLDED
2, 10 - 20 MILTS
EA, STERA LOCK
INTERIOR
STIFFENER
NOSE STORM LUCK
L - 1' x 1" x 1/8" x 8" long,
2 DIA. THRU BOLTS
INTERIOR ARMS TYPE III AWNINGS ONLY
SECTION "C" - "C"
1 -3 1/2" x 2' 1/2 x.09'x 1/4'
USE ON AWNINGS GREATER THAN
56" ONLY.
Rr tirto
WILLARD SHUTTER CO. INC.
4420 N.W. 35 th CT. MIAMI, FL. 33142
JAMES RODGERS
CONSULTING ENGINEERS
1720 N. BAYS H O RE DRIVE MIAMI, FL. 33132 (305) 373 - 7320
DATE' 3 / I/93I DWN. BY K.P. 'SCALE: N ,T'SISHEET 1 OF 1 I
NO.
, AWN INGS
REVIS
BY DATE
PROJECTION 68 MAX.
1.
SEE ANCr-ER SCHEDULE
F
16 "MAX
=
SLAT LENGTH
24,30,33
36,39,42,46,
48,51,54,58,
60,63,66,72
SECTI]N
46" MAX,
TYPE I AWNING EN TWfE ARMS DR
TW❑ WINGS SPACI NUT GREATER
THAN 14". SEE TYPE I PURLIN
SCHEDULE FOR HTAILS,
050" DAFFL= CENT:NEUS
TYRO II AWNING T Y
I�
8 S M, SCREWS [
U .C.
7-EP BU TUM
TYPE I PURLIN SCHEDULE
L - 1" x 1" x 1/8" x 2 "
I_ (2- 1/8' RIVETS)
i,
TYPE I AWNING
4
5
6
PROJECTION 68" MAX.
SLAT LENGTH +4 =72"
L x 2 -1/2" x .090
x 1/4" WIDE
5/8' SQ. x 0 WALL
/.
`,W/ILLARD WINGED AWNING
16'MAX, -1
-4.
31" MAX,
TYPE II AWNING
A
1O — f 4 3CL .
52' MAX.
\\ ■
WILLARD AWNING
NOTE: WING AWNINGS AND AWNINGS DIFFER ONLY AT VALENCE
BETH' AWNINGS USE HE SAME REEF SYSTEM ,INTERIOR
ARMS,STIFEENER.S,PURL INS,BAFFLE PLATE,HEADERS AND
ANCHORS WHERE REQUIRED.
5/8" x .040' WALL
OR 1' SQ. BUTT SEAM
- :__
31' MAX.
TYPE II AWNING 1 THRE- ARMS
ER TWO WINGS WITH NOSE BAFFLE
PLATE AND INTERIOR STIEENER
WITH ARM.
2, 1/8' RIVET'S;
L =1' x 1 -1 /2'x
1/8' x2' LONG
PROD, +TYPE
1 x
PRD.,ECTIDN 68' MAX.
SLAT LENGTH +4 =72'
050 BANNER
1/4' EGLr
44' 22" 32' �2"
56' 26'
68' 38' 48' 34"
IIIIIL'll'
:H11111
r z
14'
ji A
SECTION
BANNER
TYPE I & II
32'
40' I 26" 40'
710- 3GL` :A DL:RLIN
'� I IIIINIUI
�A 14t111111+1
/'`I II!IIIt 11 ''
SLAT
-8' S.M. SC<` ' A J I 1
J 1
.. uuulnlN
un1
\i 1/8' SAME'_ 3AC'K 1 /
48 "
050
r--- 20`MAX,
BOLTS —�
SECTION
T' "PE III AWNING ;TWO SIDE
ARMS GR ',DINGS WITH INTE RIER
ARMS AT EACH INTER :ER STIF. —
_NER A`NNING MAY BE �ADi
41 ' 41'
MAX. MAX.
TYPE III AWNING
" MAX.
: 3/4'
•
VARIES
1 ,----7 STIFFENER SH'..,N
f SE_ GTE
1/?`
x x 1/8 x 3' LONG
• 41'
VAX
/
ANY LENGTH GBSERV ING :N'TERICR
S SPACING AS SHC'.
0
1 -3 1/2' x 2" 1/2 x,09 "x 1/4'
'SE ON AWNINGS GREATER THAN
ONLY.
NOTE 3CUBLE ='HERS ONLY CN AWNINGS
WITH ?RO..E..`:CNS GREATER THAN 56'
•
ROOF PURLIN SPACING (ALL AWNINGS: 14' O.C. MAX, AND AS SHOWN IN
SEE TYPE i PURLIN SCHEDULE EER NC, EP PURLINS REQD. IN TYPE I
AWNING. PLACE EXTRA PURLIN WHEN REQD. NEAR CENTER PURLIN.
DIMENSION VARIES SEE TABLE
STRAP HINGES+' x #4 S,;MM
SECTION 'A' -'A"
ROOF PURLINS
1
SCRE`.I5
STORM _ECK
,— ANGLE 5/8' X 5/8' X 040
X 4 " 4— 44 S.M. SCREWS
p!_,R :N MAT =,RIAL 2 - - 4 4 S.M.
SCREWS EACH SLAT
`.LING PROJECTION FRONT DROP `,MALL DROP
`I -3614 32 14 23
W -4618 42 18
W -4819 43 19 • 30
W -5822 52 22 34
W -6024 54 24 36
W - 6624 60 24 40
W -7728 65 28 4P
DOER '.vING PATTERNS
W -4816 45 16 23 -1/2
W -5816 , 55 16 25
`.1-7720 68 - 1/2' 20 30
28
II
II
Ir
--
-
L
I
4======t
0
I j
0
1
=
= =
=A_-
j1
II
II
1
�- �
I1 .
I,
II
_ �
_� _�
i
1
-�
1
I
T
II
H
11-
I,
T
i
11
I
_
lam
--
Tai
h
�__
7. --
,I
j1
1 II
-
_._$-4='1.=T
= 1=
.L'' -I-
-
-4* =1= --*- =T= _F -;-H
A A A A M
3ANNER
TERM LOCK DETAIL
(BANNER)
SEE ANCHOR SCHEDULE
J
STORM LOCK DETEAIL
OWING)
WING
L- 5 -1/2' x 2 -1/2"
x ,090 x 1/4" LONG
SLATS
SECTION "F " - "F'
(WING)
WINE FOLDED
2, 10 - 20 MILTS
EA, STERA LOCK
INTERIOR
STIFFENER
NOSE STORM LUCK
L - 1' x 1" x 1/8" x 8" long,
2 DIA. THRU BOLTS
INTERIOR ARMS TYPE III AWNINGS ONLY
SECTION "C" - "C"
1 -3 1/2" x 2' 1/2 x.09'x 1/4'
USE ON AWNINGS GREATER THAN
56" ONLY.
Rr tirto
WILLARD SHUTTER CO. INC.
4420 N.W. 35 th CT. MIAMI, FL. 33142
JAMES RODGERS
CONSULTING ENGINEERS
1720 N. BAYS H O RE DRIVE MIAMI, FL. 33132 (305) 373 - 7320
DATE' 3 / I/93I DWN. BY K.P. 'SCALE: N ,T'SISHEET 1 OF 1 I
NO.
, AWN INGS
REVIS
BY DATE
PROJECTION 68 MAX.
1.
SEE ANCr-ER SCHEDULE
F
16 "MAX
=
SLAT LENGTH
24,30,33
36,39,42,46,
48,51,54,58,
60,63,66,72
SECTI]N
46" MAX,
TYPE I AWNING EN TWfE ARMS DR
TW❑ WINGS SPACI NUT GREATER
THAN 14". SEE TYPE I PURLIN
SCHEDULE FOR HTAILS,
050" DAFFL= CENT:NEUS
TYRO II AWNING T Y
I�
8 S M, SCREWS [
U .C.
7-EP BU TUM
TYPE I PURLIN SCHEDULE
L - 1" x 1" x 1/8" x 2 "
I_ (2- 1/8' RIVETS)
i,
TYPE I AWNING
4
5
6
PROJECTION 68" MAX.
SLAT LENGTH +4 =72"
L x 2 -1/2" x .090
x 1/4" WIDE
5/8' SQ. x 0 WALL
/.
`,W/ILLARD WINGED AWNING
16'MAX, -1
-4.
31" MAX,
TYPE II AWNING
A
1O — f 4 3CL .
52' MAX.
\\ ■
WILLARD AWNING
NOTE: WING AWNINGS AND AWNINGS DIFFER ONLY AT VALENCE
BETH' AWNINGS USE HE SAME REEF SYSTEM ,INTERIOR
ARMS,STIFEENER.S,PURL INS,BAFFLE PLATE,HEADERS AND
ANCHORS WHERE REQUIRED.
5/8" x .040' WALL
OR 1' SQ. BUTT SEAM
- :__
31' MAX.
TYPE II AWNING 1 THRE- ARMS
ER TWO WINGS WITH NOSE BAFFLE
PLATE AND INTERIOR STIEENER
WITH ARM.
2, 1/8' RIVET'S;
L =1' x 1 -1 /2'x
1/8' x2' LONG
PROD, +TYPE
1 x
PRD.,ECTIDN 68' MAX.
SLAT LENGTH +4 =72'
050 BANNER
1/4' EGLr
44' 22" 32' �2"
56' 26'
68' 38' 48' 34"
IIIIIL'll'
:H11111
r z
14'
ji A
SECTION
BANNER
TYPE I & II
32'
40' I 26" 40'
710- 3GL` :A DL:RLIN
'� I IIIINIUI
�A 14t111111+1
/'`I II!IIIt 11 ''
SLAT
-8' S.M. SC<` ' A J I 1
J 1
.. uuulnlN
un1
\i 1/8' SAME'_ 3AC'K 1 /
48 "
050
r--- 20`MAX,
BOLTS —�
SECTION
T' "PE III AWNING ;TWO SIDE
ARMS GR ',DINGS WITH INTE RIER
ARMS AT EACH INTER :ER STIF. —
_NER A`NNING MAY BE �ADi
41 ' 41'
MAX. MAX.
TYPE III AWNING
" MAX.
: 3/4'
•
VARIES
1 ,----7 STIFFENER SH'..,N
f SE_ GTE
1/?`
x x 1/8 x 3' LONG
• 41'
VAX
/
ANY LENGTH GBSERV ING :N'TERICR
S SPACING AS SHC'.
0
1 -3 1/2' x 2" 1/2 x,09 "x 1/4'
'SE ON AWNINGS GREATER THAN
ONLY.
NOTE 3CUBLE ='HERS ONLY CN AWNINGS
WITH ?RO..E..`:CNS GREATER THAN 56'
•
ROOF PURLIN SPACING (ALL AWNINGS: 14' O.C. MAX, AND AS SHOWN IN
SEE TYPE i PURLIN SCHEDULE EER NC, EP PURLINS REQD. IN TYPE I
AWNING. PLACE EXTRA PURLIN WHEN REQD. NEAR CENTER PURLIN.
DIMENSION VARIES SEE TABLE
STRAP HINGES+' x #4 S,;MM
SECTION 'A' -'A"
ROOF PURLINS
1
SCRE`.I5
STORM _ECK
,— ANGLE 5/8' X 5/8' X 040
X 4 " 4— 44 S.M. SCREWS
p!_,R :N MAT =,RIAL 2 - - 4 4 S.M.
SCREWS EACH SLAT
`.LING PROJECTION FRONT DROP `,MALL DROP
`I -3614 32 14 23
W -4618 42 18
W -4819 43 19 • 30
W -5822 52 22 34
W -6024 54 24 36
W - 6624 60 24 40
W -7728 65 28 4P
DOER '.vING PATTERNS
W -4816 45 16 23 -1/2
W -5816 , 55 16 25
`.1-7720 68 - 1/2' 20 30
28
/1/1 /0
/92/
�
r,,
r_ .
•