HomeMy WebLinkAboutPRODUCT INFORMATION - SHUTTERSa
N
M
N
0
to
0
S
to
0
Y
c
U
1.843"
1.219" 312"
. 25"
.425' o
.050'
OTOP & BOTTOM RAIL
SCALE : HALF SIZE
GENERAL NOTES:
1.
kg1E
OJAMB
SCALE: HALF SIZE
INSTEEL PIPE 001.ERT
OCENTER MULLION
SCALE: HALF SIZE
2. NO INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF THIS
PRODUCT. WIND LOAD DURATION FACTOR Cd = 1.6 WAS USED FOR WOOD LAG
SCREW DESIGN.
3. DETERMINE THE PnSITIVF elfin AIRGAT:ve nvCs-si : nwne rn 11-1 ._..��............-..�..._
4.
S.
6.
— vm ..v:lm:-I: : rnL: UPR ur na = U.:7Z brIALL Or USEU.
THESE APPROVAL DOCUMENTS ARE GENERIC AND DO NOT INCLUDE INFORMATION
FOR SITE -SPECIFIC APPLICATION OF THIS SHUTTER SYSTEM.
USE OF THESE APPROVAL DOCUMENTS SHALL COMPLY WITH CHAPTER 61G15-23 OF
THE FLORIDA ADMINISTRATIVE CODE.
7. ANY MODIFICATIONS OR ADDITIONS TO THESE APPROVAL DOCUMENTS WILL VOID
THE APPROVAL DOCUMENTS.
S. WHEN THE SITE CONDITIONS DEVIATE FROM THESE APPROVAL DOCUMENTS, THE
BUILDING OFFICIAL MAY ELECT ONE OF THE FOLLOWING OPTIONS:
A) REQUIRE THAT SITE SPECIFIC DOCUMENTS BE PREPARED SIGNED DATED AND
SEALED BY A LICENSED ENGINEER OR REGISTERED ARCHITECT, WHICH DETAIL
AND JUSTIFY THE DEVIATION.
B) REQUIRE THAT A ONE-TIME SITE SPECIFIC APPROVAL BE APPLIED FOR AND
SECURED FROM THE MIAMI-DADE COUNTY PRODUCT CONTROL DIVISION
WHEN THE SITE CONDITION DEVIATIONS OCCUR WITHIN THE HIGH VELOCITY HURRICANE
ZONE AREAS ONLY OPTION "B" SHALL BE ACCEPTED BY THE BUILDING OFFICIAL.
9. THIS SHUTTER SYSTEM HAS A MAXIMUM PERFORMANCE RATING OF:
CLOSED POSITION:
POSITIVE DESIGN LOAD +68.0 PSF
NEGATIVE DESIGN LOAD -92.0 PSF
10. PRODUCT MARKINGS SHALL BE A MIN. OF ONE PER SHUTTER AND SHALL BE
LABELED AS FOLLOWS:
HURST AWNING CO. INC
MIAMI-DADE COUNTTYYPPRODUCr ONTROL APPROVED
11. ALL EXTRUSIONS SHALL BE 6063-T6 ALUMINUM ALLOY, U.O.N
12. ALL SCREWS BOLTS AND WASHERS TO BE 2024-T4 ALUMINUM ALLOY STAINLESS
STEEL OR WkLAVANIZED STEEL WITH A 33 KSI MINIMUM YIELD STRENGTH. ALL POP
RIVET$ SHALL BE 3/16" DIAMETER 5052-T6 ALUMINUM ALLOY.
13. THIS SHUTTER SHALL BE PROVIDED WITH A PERMANENT LABEL INSTRUCTING THE
PERIODOR
OFTTIME THATT ARESDESIGNATED BY THE US WEATHERTBUREAULAS BEING
14. A HURRICANE WARNING OR ALERT.
125" 7 04N V c1�
0.056
in- — - , -88 •--- - --
.7.88,
D
Ism
2.187"
®LOUVER SLAT
SCALE: HALF SIZE
OLOUVER STRIP
SCALE: HALF SIZE
.25"0 STUD
O IIIII
_11
\' O
25"0 HOLE
(TYP)
HOLES FOR WOOD
LAG SCREWS (2 ONLY)
®TIE DOWN PLATE
SCALE :HALF SIZE
UNLIMITED
(ADD CENTER MULLIONS AS REQ'D.)
1
22-1/8" I TYP. HINGE
MAX. I SECTIONSr 04
ISJ
kDI Te CBOT M
RAIL1 (0
28" MAX. CENTER MU IONO3
W/ INSERT 6�
TYPICAL ELEVATION (SINGLE UNIT)
SCALE : 3/0" = 1'-0"
.859"0
- 113"
AS7VI 5TDT (SCHED 40 E 8
O MEE PIPE INSIZET
.520"0
.156" R
.426"
.195,10 135,
TYP) in
r
.128"
OMALE HINGE
SCALE: HALF SIZE
.062
0
p
_
a•S.-
C
�m
�
O
Wi.N
y
C�
(TYP)
■
h�
OTIE DOWN
�N
SCALE: HA E
A
:UN
.375"0
N .281" R
u�: .336028"
.
1.375"
IV
E G
AL HALF SIZE
y�
11 CAMEL BACK HINGE
SCALE: HALF SIZE
UNLIMITED
(ADD ADDITIONAL 44-1/4" UNITS AS REQ'D.)
44-1/4" MAX. 44-1/4" MAX.
22-1/8" I • I TYP. rTIE DOWN(t)OVER
OVER
SEC. r / 2 SIDE RAILS02
L I
CENT
L28--MAL W/
TOP RAILIn
AND HINGES
SHUTTER
(TYP)
BOTT M
RAIL 1 &Q
TYPICAL ELEVATION (MULTIPLE UNITS)
SCALE: 3/8" = 7-0-
:38"
PRODUCT REVISED
as cosaplyiog ,wfih ikv Plaids
$lufditngl:o N
Explratico Dot O
By
mm! D Wactcuawd
Di '"on
0
V3 9 0P
0
>en�
�Me�ni7�
�3 M
Lot
3f�MSo
a M
z`�mE`
CO ce� aok"
F
a a1h
m
811
lit
VT Knezevich
Pfo rliDnd &4nw
FL Ucense Nax PE 0010983
06/28/2005
dewlq no.
05-344
v
- N
6z @CONT. FASTENER, SEE ANCHOR SCHEDULE
EXISTING —1/4ASTENER, SEE ANCHOR SCHEDULE IN. r° 1/2.. CON 2" x . 251,
TUBE
M
STRUCTURE M N. 1/2" 09 CONT.04 EXISTING ®CONY. EXISTING
c _ STRUCTUR '^E_ 9000NT. STRUCTURE
3/16"0 POP RIVETS OR �1/� _
1/16 -#10 x 1/2"-SCREW-W/--
10-24 THREAD JACKNUT - z/
6" O.C. FRONT (al Ol m
O NO BACK, TYP. GLASS/DOOR
1
050" ALUM. SHEETING OR 2-1/2" MIN
3/16" LEXAN B CKI G, TYP. 73
4 Q& 2 ORO 1uz OR
GLASS/DOOR—�
-1l2' '<J
050" ALUM. SHEETING OR MIN. ALT. DIRECTION 050" ALUM. SHEETING OR
i 3/16" LEXAN B CKING, TYP. & T. DIRE TEG 2 3/16" LEXAN B CKI G, TYP.
Ft1&2IC
COR 11& 20R OF ANGLE O FE&52CORG7 1&�20R
O w, ®---
3/16"0 POP RIVETS OR 1-1/
10- x 1/2" SCREW KN T&0
IN.
n [0-24 THREAD JACKNUT _z __�__
ins f AND BACK TYP 7 �/k
E
o.
N
N
0
0
N
co
ct
of
3
3
GLASS
U
�
a
I
r
c
0
0
�crO-NE 1 1/4-20 STUD W/ EXISTING
NUAT EACH PLATE STRUCTU
EXISTING �(g) @ 28" O.C. W/ 4 ANCHORS
STRUCTURE EFERANCE ANCHOR SCHEDULE
FOR MIN. EMBEDMENT DEPTH
• AND MIN. EDGE DISTANCE.
OWALL MOUNT SECTION
SCALE: 3" a V-0"
EXISTING
WOOD FRAMING
•QO CONT. MIN.
-1/4"0 LAG SCREW WITH 1-5/8"
EMB. @ 8" O.C. INTO WOOD (G= 0.55)
QQ CONT. 1/4"0 POWERS TAPPER
CONC. SCREW (al 8" O.C.
0 050" ALUM. SHEETING OR
3/16" LEXAN B CKIf�G, TYP. EXISTING
SEE CTIOI�E1 & �2 OR STRUCTURE
1& 2OR 1
1/4-20 x 1-1/2" BOLT
— 050" ALUM. SHEETING OR & NUT OR WINGNUT__\
3/16" LEXAN B CKI G, TYP. 1/4-20 BOLT
SECTION &OR EXISTING&
XNUT
O STRUCTURE
3/8"0_ POWERS -BOLT W/ 2"
ALT. DIRECTION OF
-ANGLE LEG
—'� - W/ NUT @ 16" O.C.
(TYP. TOP BOTTOM)
1/2" 10 CONY.
7/8" " — — — CDNT.
1/4-20 MACHINE BOLT i _ '` 0
W/ NUT @ 16" O.C. in ;c
N _ 1" x 2" x .093" EXISTING
r, CDNT. ALUM. ANGLE STRUCTURE-)= c�
2" x 2" x .125"
CDNT. ALUM. ANGLE
r ONE 1/4-20 STUD W/ NUT
AT EACH PLATE MIN
@ 28" O.C. W/ 4 ANCHORS
8
EFERANCE ANCHOR SCHEDULE BUILD OUT SECTION
OBUILD OUT SECTION FOR MIN. AND MIN EMBEDMENT DEPTH O
SCALE : 3" = T-0"
CONT.
O9 CONT.
- O7 (TYP. TOP
& BOTTOM)
�'U USE ONE 1�4"� WOOULAG St:REJ a 1/4-20 ALUM.
W/ 1-5/8" PENETRATION INTO F BOLT & NUT
%16'• WOOD FRAMING. �P
—ONE 1/4"-20 STUD W/ MB i 1G� ALUMINUM PIPE THK.
NUT AT EACH PLATE �875" O.D. x .062" THK.
28" O.C. W! 4 ANCHORS Q PLACE BELOW BOTTOM FRAM ALUMINUM PIPE
ANCE ANCHOR SCHEDULE OR ADDADDITIONAL WALL ALUM PIPE ASSEMBLY
EXISTING FOR MIN. EMBEDMENT DEPTH PLATE (U AT EACH MULLION �
c WOOD FRAMING AND MIN. EDGE DISTANCE. AND FASTEN TO 1/4-20 STUD @ 24" O.C. JAMB SPACING
O WALL MOUNT SECTION WITH NUT O TYPICAL OPEN POSITION
a SCALE: 3" = V-0" SCALE: 3" = 1'-0"
'�' SEE NOTE 9 • SEE NOTE 9
T
O7&O7
�1/2"
1" x 2" x .093"
CONT. ALUM. ANGLE
2" x 5" x .125" (TYP. TOP & BOTTOM)
CONT. ALUM. ANGLE
(TYP. TOP & BOTTOM)
ONE 1/4-20 STUD W/
NUT AT EACH PLATE
@ 28" O.C. W/ 4 ANCHORS
EFERANCE ANCHOR SCHEDULE
FOR MIN. EMBEDMENT DEPTH
AND MIN. EDGE DISTANCE.
EDGE DISTANCE. SCALE : 3" = 1'-0"
ANCHOR SCHEDULE
y�
C
SIR
ANCHOR TYPE
FASTENER
Sg SQF®
0
FASTENER
SPANTOFFOR
C99
NO. OF
AT �T �
BO TO
1/40 POWERS PERMA STEEL
TAPPER WITH 1-1/4"
8"
8"
4
EMBEDMENT AND 3"
VMINIMUM
MINIMUM EDGE DISTANCE
0
'
m
�
1/40 EL MALE/FEMALE
8••
' PANELMATE" WITH 1-1/4"
MINIMUM EMBEDMENT AND 3"
MINIMUM EDGE DISTANCE
1/40 POWERS PERMA STEEL
TAPPER WITH 1-1/4"
MINIMUM EMBEDMENT AND 3"
8•'
8"
4
W
MINIMUM EDGE DISTANCE
(MINIMUM 2,000 P.S.I.
V
CONCRETE)
Z
V
1/40 ELCO MALE/FEMALE
"PANELMATE" WITH 1-3/4"
8"
8"
4
MINIMUM EMBEDMENT AND 3"
MINIMUM EDGE DISTANCE
(MINIMUM
NRETE)P.S.I.
C
1/40 ELCO MALE/FEMALE
"PANELMATE'• WITH 1-1/4"
8 ��
e ��
4
MINIMUM EMBEDMENT AND 3"
MINIMUM EDGE DISTANCE
1/4"0 WOOD LAG SCREW W/
1-5/MIN (EDGE DISTANCES/4"
8.•
8..
4
�O..±t%('L�f:::�j :YSfiS �9it• 36iJ.vYw
ACC
DIVWasa
Qe
o
0N3
O
o�
0
>MQgO
e c"M 4
LLj rn o ,f,.O
e Z•
Go cerc ��eaw
`0 F'
Q E
V j. Kne
. Protemor:.il
FL license No.-
1-1-1 III I
06/28/2005
drawing no.
05-344
[� 6" O.C. ALL SIDES JACRNU'i (a 6"
CENTER MULI
TIE DOWN 7O1 W/ INSERTI6
ALUMINUM BACKING
E 1 TYPICAL SECTION
SCALE: 3" = V-0"
3/16" LEXAN W/ 3/16"0
ALUM. POP RIVETS OR
#10 x 1/2" SCREW W/
10-24 THREAD JACKNUT
@ 6" O.C. ALL SIDES
TIE DOWN 7Q1
OJ®
LEXAN BACKING
E2 TYPICAL SECTION
SCALE: 3" v V-0"
0 24 TREAD JACKNUT
@ 6" O.C. __�/
O
on
u
��O/
CKNUT
ES
ALUMINUM BACKING
F1 TYPICAL SECTION
SCALE : 3" = 7-0"
3/16" LEXAN W/ 3/16" 0
ALUM. POP RIVETS OR
#10 x 1/2" SCREW W/
10-24 THREAD JACKNUT
@ 6" O.C. ALL SIDES
CENTER MUL IT—\A
W/ INSERT 6
®, r-O
OJ ®-/
LEXAN BACKING
�i TYPICAL SECTION
`J SCALE 1 3" = 1'-0"
IET OR
1 & gPgk A KN 01 t TP READ JACKNUT
T READ JACKNUT #10 1/H2" SCOP W/
ra, c3+ n �—
TYPICAL TWO JAMB TO
TOP & BOTTOM RAIL CONNECTION
SCALE: 3" = V-0"
TYPICAL CENTER MULLION TO
OTOP & BOTTOM RAIL CONNECTION
SCALE: 3" = T-0!
3/16"#
#10 x 1.
10-24 1
La6"o.
T
LY
'4"
/1
ALUMINUM BACKING
G 1 TYPICAL SECTION
SCALE: 3" = V-0"
ALUMINUM
PIPE ASSEMBLY
T
1/4"-20 x 1/2" BOLT
W/ 1/4"0 JACKNUT
v v
LEXAN BACKING
TYPICAL SECTION
t
To
I L
i
o
S.lk i,ta Filddc ,
q _ 021og
L g sio oil
t
sus
2 - #B SMS ltlt+�:.39 §i:1{3@ c AtEi
(INTERNALLY) H3IT Wun
E
O
H
Qo
4q0
>In
}}O� a n4AN
b G
cc
iS I+:pvlg
~
a � 'en00
I
o W
co
00
F
e
mO
is
c
ii
J..h
We"
FL LUeme
TYPICAL JAMB TO TOP
O& BOTTOM RAIL CONNECTION
SCALE: 3" = T-0" if—
06/28/2005
ro.