HomeMy WebLinkAboutBahama Decorative ShutterBAHAMA DECORATIVE SHUTTER
(NON-STRUCTURAL, DECORATIVE ORNAMENT, TYPICAL INSTALLATION (WITHIN & OUTSIDE OF THE HVHZ ZONE)
}-PER CHARTS ON PAGE 2 - � PER CHARTS ON PAGE 2
1 TYP. ELEVATION
1 SCALE: 1/2" = V-0"
VANCHORSPER ANCHOR SCHEDULE
OM ENDS, A CLUSTER \ .HORS SPACED 3" O.C. ATATE VERTICALS AND 12" O.C. F3ALANCE.�� E2(8)3/6 "RIVETS ���� AT INTERMEDIATE D M VERICALS (4) ONFRONT & (4) ON
I BACK TYP.) BLADES MAY BE PLACED
IN EITHER DIRECTION
ANCHORS PER NOTE:
ANCHOR SCHEDULE �SE
HUTTER BRACE MUST
(2 PER CLIP) PLACED AT EVERY
VERTICAL MEMBER TYP.
D M
N
1 2 I B
N ' (2) #10X2 SMS
), IN SCREW
�-- ' BOSS (TYP.)
/ K L OR WELDED
CONNECTION
1 2 (TYP. TOP &
(8) 3/y6 " RIVETS AT R BOTTOM)
INTERMEDIATE VERICALS(11) 1/4-20
ON FRONT & (4) ON BACK TYP.) THUMBSCREW
NOTE (TYP.): (3 "Z" BLADE VERTICAL SECTIONS
1. MAX. TUBE SPACING = 36" O.C.
2. MAX. TUBE LENGHT = 36" O.C. 1
(GRADE�2� HORIZ. SECTION 2" & 1 1/4" BLADE�(GRADE 2C S)EWS-
(2)PERCLIP
LIP
1 SCALE: 6" = 1'-0" (2)PER CLIP
(STAGGERED).
OPTIONAL ARM
NEOPRENE MOUNT AT JAMB
WASHER
S.S. WASHER --- --_-
RIVNUT WITH 1/4-20x2"
THRU SIDE MOUNTED ARMS
"L" INTO "D" JAMB.
2.1 HORIZ. SECTION "Z" BLADE 1\1—#14x1 SMS SCREWS
1 SCALE: 6" = 1'-0" CLIP (STAGGERED).
NOTE:
THIS PRODUCT IS NOT APPROVED AS A LARGE MISSILE IMPACT PROTECTION SYSTEM AND MUST BE REMOVED DURING PERIODS OF HURRICANE WARNING.
EITHER OF THESE CONDITIONS MUST BE MET FOR USE:
1) THE SUBSTRATE BEHIND THE PRODUCT IS NOT GLASS
2)IF THE SUBSTRATE IS GLASS THE GLAZING SHALL BE IMPACT RATED
3) OR THE INSTALLATION OVER GLASS CANNOT BE IN A LARGE MISSILE IMPACT DEBRIS REGION. IF THIS PRODUCT IS INSTALLED OVER NON -IMPACT GLASS IN A
LARGE / SMALL MISSILE DEBRIS REGION. AN APPROVED IMPACT PROTECTION SYSTEM SHALL BE REQUIRED (BY OTHERS) OVER THE ENTIRE PRODUCT.
ANCHORS PER ANCHOR SCHEDULE
AT 2",S" FROM ENDS, A CLUSTER \
OF (2) ANCHORS SPACED 3" O.C. AT
INTERMEDIATE VERTICALS AND 12" O.C. c
F3
FOR THE BALANCE.
F (8) 3/6 " RIVETS AT
cc G H
INTERMEDIATE
A
0
�a E VERICALS (4) ON
G H
FRONT & (4) ON
Q
�\c A BACK TYP.)
°
NOTE:
BLADES MAY BE PLACED
IN EITHER DIRECTION
ANCHORS PER
ANCHOR SCHEDULE
(2 PER CLIP)
O N
4
K
NOTE (TYP.):
RIVNUT WITH 1/4-20 x 2" INTO
SIDE OF JAMB MAY BE
SUBSTITUTED WITH 36" MAX.
WIDTH BAHAMA IN LIEU OF "N"
WITH "31" OR "12".
UTTER BRACE MUST
PLACED AT EVERY
(2) #10X2 SMS
IN SCREW
BOSS (TYP.)
OR WELDED
CONNECTION
(TYP. TOP &
BOTTOM)
"Z" BLADE VERTICAL SECTIONS
1
GENERAL NOTES:
1. DESIGN IS IN ACCORDANCE WITH THE REQUIREMENTS OF THE FIFTH EDITION (2014) FLORIDA
BUILDING CODE, IRC AND IBC FOR USE WITHIN & OUTSIDE THE HIGH VELOCITY HURRICANE ZONE
(HVHZ). ITS USE IS LIMITED TO THE ALLOWABLE DESIGN PRESSURE NOTED IN THIS DOCUMENT AND
IS NOT TO BE USED AS AN APPROVED IMPACT PROTECTION DEVICE.
2. DESIGN PRESSURES FOR USE WITH THIS PLAN SHALL MEET OR EXCEED THE MAXIMUM DESIGN
PRESSURE RATINGS HEREIN. THEY ARE TO BE OBTAINED BY OTHERS OR BY SEPARATE CERTIFICATION
BY USE OF EITHER SITE SPECIFIC ENGINEERING OR SEALED WIND PRESSURE CHARTS APPLICABLE TO
THE LOCATION AND BUILDING THE PRODUCT IS APPLIED TO.
3. WARNING LABEL: THIS SHUTTER SYSTEM MUST BE PROVIDED WITH A WARNING LABEL,
PERMANENTLY PLACED, STATING THE FOLLOWING: THIS PRODUCT IS NOT DESIGNED TO PROVIDE
IMPACT RESISTANCE. IT IS NOT AN APPROVED IMPACT PROTECTION DEVICE.
4. FASTENERS: ELCO ULTRACON Y4" / ITW TAPCON TO BE ATTACHED TO CONCRETE OR WOOD. FOR
EDGE DISTANCES AND EMBEDMENT LENGTHS REFER TO ANCHOR SCHEDULE.
S. ALL ALUMINUM SHALL BE 6063-T6 ALLOY & TEMPER.
6. FASTENERS SHALL BE WEATHER RESISTANIT AND INSTALLED PER MANUFACTURERS SPECIFICATIONS.
7. THIS DESIGN IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SPECIFIC SITE. IF SITE
CONDITIONS DEVIATE FROM THE CONDITIONS DETAILED HEREIN, A SITE SPECIFIC DESIGN PREPARED
BY THIS PROFESSIONAL ENGINEER SHALL BE REQUIRED.
8. THE CONTRACTOR OR PERMIT HOLDER IS RESPONSIBLE FOR THE SELECTION, PURCHASE AND
INSTALLATION OF THIS SYSTEM, INCLUDING VERIFYING THE ADEQUACY OF THE EXISTING STRUCTURE
WHERE THE SYSTEM IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE.
9. THIS DOCUMENT SHALL BEAR THE DATE AND ORIGINAL EMBOSSED SEAL OF THE PROFESSIONAL
ENGINEER OF RECORD WHO PREPARED IT.
10. ENGINEER SEAL AFFIXED HERETO VALIDATESTHE STRUCTURAL DESIGN AS SHOWN ONLY. USE OF
THIS SPECIFICATION BY CONTRACTOR, et, al. INDEMNIFIES & SAVES HARMLESS THIS ENGINEER FOR
ALL COSTS & DAMAGES INCLUDING LEGAL FEES & APPELLATE FEES RESULTING FROM DEVIATIONS
FROM THIS PLAN.
11. ANY MODIFICATIONS OR ADDITIONS TO THIS DOCUMENT WILL INVALIDATE ENGINEER'S
CERTIFICATION. EXCEPT AS PROVIDED HEREIN, NO ADDITIONAL CERTIFICATIONS OR AFFIRMATIONS
AREINTENDED.
MA
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COVvaGxi ENG�xEENNG E[AIEG:
16-3261
SINGLE SPAN SHUTTER
WIND LOAD CAPACITY (PSF)
FOR BLADE TYPE "I"
PANEL
WIDTH
PANEL
HEIGHT
+ / _ P.S.F
15"
24"
120
18"
120
21"
120
24"
120
15"
30"
120
18"
120
21"
120
24"
120
15"
36"
120
18"
120
21"
120
24"
118
15"
42"
120
18"
116
21"
99
24"
87
15"
48"
106
18"
88
21"
76
24"
66
15"
54"
84
18"
70
21"
60
24"
52
15"
60"
68
18"
56
21"
48
24"
42
15"
66"
56
18"
47
21"
40
24"
35
15"
72"
43
18"
36
21"
31
24"
27
DOUBLE/MULTISPAN SHUTTER
IND LOAD CAPACITY (PSF)
FOR BLADE TYPE "I"
PANEL
WIDTH
PANEL
HEIGHT
+/_P.S.F
15"
24"
120
18"
120
21"
120
24"
120
15"
30"
120
18"
120
21"
120
24"
120
15"
36"
120
18"
120
21"
113
24"
99
15"
42"
116
18"
97
21"
83
24"
72
15"
48"
89
18"
74
21"
63
24"
55
15"
54"
70
18"
58
21"
50
24"
44
15"
60"
57
18"
47
21"
40
24"
35
15"
66"
47
18"
39
21"
33
24"
29
15"
72"
36
18"
30
21"
26
24"
22
SINGLE SPAN DOUBLE/MULTI SPAN
y�
Q Q
f f
N N
11I 1
24" MAX DE 24" MAX. FOR BLADE j 24" MAX. FOR BLADE
TYPE "I" TYPE "I" TYPE "I"
SINGLE SPAN SHUTTER
WIND LOAD
CAPACITY
(PSF)
WIND LOAD CAPACITY (PSF)
FOR BLADES
TYPE "G"
& "H"
FOR BLADES TYPE "G" & "H"
PANEL
WIDTH
PANEL
HEIGHT
+/-P.S.F
PANEL
WIDTH
PANEL
HEIGHT
+P.S.F
15"
24"
120
15"
54"
84
18"
120
18"
70
21"
120
21"
60
24"
120
24"
52
27"
120
27"
46
30"
120
30"
42
33"
120
33"
38
36"
120
36"
35
15"
30"
120
15"
60"
68
18"
120
18"
56
21"
120
21"
48
24"
120
24"
42
27"
120
27"
37
30"
120
30"
34
33"
120
33"
31
36"
113
36"
28
15"
36"
120
15"
66"
56
18"
120
18"
47
21"
120
21"
40
24"
118
24"
35
27"
105
27"
31
30"
94
30"
28
33"
86
33"
25
36"
79
36"
23
15"
42"
120
15"
72"
43
18"
116
18"
36
21"
99
21"
31
24"
87
24"
27
27"
77
27"
24
30"
69
30"
21
33"
63
33"
19
36"
58
36"
18
15"
48"
106
SINGLE SPAN DOUBLE/MULTI SPAN
7
f f
N !V
� In
1
18"
88
21"
76
24"
66
27"
59
30"
53
33"
48
36"
44
WIND LOAD CAPACITY (PSF)
FOR BLADES TYPE "G" & "H"
PANEL
WIDTH
PANEL
HEIGHT
+/_P,S.F
15"
24"
120
18"
120
21"
120
24"
120
27"
1 00
30"
120
33"
120
36"
120
15"
30"
120
18"
120
21"
120
24"
120
27"
120
30"
114
33"
103
36"
95
15"
36"
120
18"
120
21"
113
24"
99
27"
88
30"
79
33"
72
36"
66
15"
42"
116
18"
97
21"
83
24"
72
27"
64
30"
58
33"
53
36"
48
15"
48"
89
18"
74
21"
63
24"
55
27"
49
30"
44
33"
40
37
36"
fZ
36" MAX. FOR BLADES 36" MAX. FOR BLADES
TYPE "G" AND "H" TYPE "G" AND "H"
36" MAX. FOR BLADES
TYPE "G" AND "H"
I
FRANK L BENNARDO, P.E.
PE#0046549
04P 16
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�oT�,acnrrvivaww.s R�aumB
VALID FOR I PERMIT ONLY U.N.O.
YND0NLYW0NOWPUL GENGWURSFAI
UTTER
D LOAD
CAPACITY
(PSF)
BLADES
TYPE "G"
& "H"
aNEL
IDTH
PANEL
HEIGHT
+/_P.S.F
15"
54"
------
70
Z
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50
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----------
30"
35
33"
32
36"
29
15"
60"
57
18"
47
21"
40
24"
35
27"
31
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30"
28
33"
25
36"
23
15"
66"
47
18"
39
21"
33
24"
29
27"
28
30"
23
33"
21
36"
19
15"
72"
36
18"
30
21"
26
24"
22
27"
20
30"
18
33"
16
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36"
15
ANCHOR SCHEDULE
ANCHOR TYPE
MATERIAL
EMBED. (In.)
E.D. (In.)
3000 PSI
1.75
2.5
Y"ELCO
CONCRETE
WOOD
ULTRACONS
(SYP#2 MIN.
1.75
1
G-55
3000 PSI
1.75
2.5
y.ITW
CONCRETE
WOOD
TAPCONS
(SYP#2 MIN.
1.75
1
G 5
Ye" STEEL
1/4-20 SMS
S¢" ALUM.
5 PINCHES
0.625
16-3261
�1.400 i
0.060
}--2.250—�
0.070
O Ly�ILJ N
it
OVAL BLADE
A SIDE RAIL TOP / BOTTOM RAIL
0103SI CAD -010351 L7 050493 CAD-050493
e v
LL 0.090
2.381 3.321
PARTS LIST
2.250
N
L
NEW H.V. LOW
PROFILE CENTER MULL
�-' osloss cAo-asloss
N
1.250 --4
BLADE SIDE RAIL
010601 CAD•010601
I
}-1.989
I
I
I
I
I
1 N
I N
N'
1.2601
I
�1 CHANNEL W/ MALE HINGE
05I054 CAD-05105g
3.3741.2501 02.000—
N
0.100,_ 0.300 �0.045 'n^-0.055
S1 FEMALE HINGE �,� FEMALE HINGE ��� FEMALE HINGE
� 'L 840007A CAD-839891 I L GAS-839891 CAD-839891 I '� GAS-840045 CAD-890045
O
0 0.250 ry
—2.375j 1
O
N
0
N O
I
Y1.160-4
�,� U CAMEL BACK CLIP
•3 1 U CHANNEL 3004-M32 ALUMINUM
0
N
0 N
1
@ALTERNATE MOUNTING CHANNEL
'��' U CHANNEL 3004-H32 ALUMINUM
1 1/4" DECORATIVE 2" DECORATIVE
%1 BLADE BLADE
CAD-052208 H FN-06683 CAD-FH06683
NOTE: 36' MAY. SPAN NOTE: 36" MAX. SPAN
0
7/8" SERRATED TUBE
FN-02819 CAD-FHO2819
2.208
!� I 0.056
%.1 LOUVER "Z" BLADE
L GAS 42150 CAD - 042150
NOTE: 24" MAX. SPAN
}-1.120 -4
0.263=�
�� "Z" BLADE SNAP CHANNEL
ICI olaboo cAD-olo600
I'D
0.250�_ _ '/ ^y'�
l
--1.625—�
�1 1" SERRATED TUBE
� FH-oxexo uo-FHoze2o
1/4'THREADED
HOLE
01.040
0.090 ^?
R SLIP COLLAR
SLIP COLIAR
NO
ALL PARTS TO BE 6063-T6 ALUMINUM
UNLESS OTHERWISE NOTED,
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16-3261