HomeMy WebLinkAboutProducts Review; Oceanview Aluminium Vertical Mullion (Impact)NOTES:
1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH
REQUIREMENTS OF THE FLORIDA BUILDING CODE.
2. WOOD FRAMING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO
STRUCTURE. FRAMING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD.
3. ALLOWABLE STRESS INCREASE OF 1/3 WAS NOT USED IN THE DESIGN OF THE PRODUCT
SHOWN HEREIN. WIND LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR
CALCULATIONS.
4. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED FOR THIS PRODUCT IN WIND
BORNE DEBRIS REGIONS UP TO WIND ZONE 3.
5. DESIGN PRESSURE AND INSTALLATION DETAILS SHOWN IN THIS DOCUMENT APPLY ONLY TO
MULLION. WINDOWS MUST BE APPROVED UNDER SEPARATE APPROVAL.
6. SINGLE WINDOWS TO BE MULLED ARE NOT LIMITED TO THOSE SHOWN IN THIS DRAWING.
WINDOWS MUST BE MANUFACTURED BY VIWINCO INC.
7. _DESIGN PRESSURE OF MULLED UNIT. SHALL BE CONTROLLED BY THE LESSER DESIGN
PRESSURE OF THE MULLION OR THE INDIVIDUAL WINDOW UNIT.
B. UNITS MAY BE MULLED TOGETHER INDEFINITELY AS LONG AS SINGLE UNIT WIDTH AND
HEIGHT ARE NOT EXCEEDED AND MULLION IS ANCHORED AS SHOWN HEREIN.
9. MULLION VERTICAL INSTALLATION IS SHOWN, MULLION MAY BE USED IN HORIZONTAL
APPLICATIONS AS LONG AS DIMENSIONS INDICATED HEREIN ARE NOT EXCEEDED AND
MULLION IS ANCHORED ACCORDING TO THIS DOCUMENT.
�-fgzs'L�
REVISIONS
I REV I DESCRIPTION I DATE I APPROVEO
ANCHORING NOTES:
1. FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE #8 WOOD SCREW WITH SUFFICIENT
LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT. LOCATE ANCHORS AS SHOWN IN
INSTALLATION DETAILS SHEET 3.
2. FOR ANCHORING INTO CONCRETE USE 3/16" TAPCON WITH SUFFICIENT LENGTH TO ACHIEVE
A 1 1/4" MINIMUM EMBEDMENT WITH 2 1/2" MINIMUM EDGE DISTANCE. LOCATE ANCHORS
AS SHOWN IN INSTALLATION DETAILS SHEET 4.
3. FOR ANCHORING INTO METAL STRUCTURE USE #8 SMS OR SELF DRILLING SCREWS WITH
SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL.
LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.
4. FOR ATTACHING WINDOW UNITS TO MULLION USE #8 SELF DRILLING SCREWS WITH
SUFFICIENT LENGTH TO ACHIEVE A MINIMUM EMBEDMENT OF THREE THREADS PAST THE
MULLION WALL. LOCATE SCREWS IN ACCORDANCE WITH WINDOW ANCHORING SCHEDULE AS
SHOWN IN WINDOW SEPARATE APPROVAL.
5. ALL FASTENERS TO BE CORROSION RESISTANT.
6. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR
MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN
SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW:
A. WOOD — MINIMUM SPECIFIC GRAVITY OF G=0.42
B. CONCRETE — MINIMUM COMPRESSIVE STRENGTH OF 3,200 PSI.
C. MASONRY — STRENGTH CONFORMANCE TO ASTM C-90, GRADE N. TYPE 1 (OR
GREATER).
D. METAL STRUCTURE: STEEL 18GA (.048") FY=33KSI/FU=52KSI OR ALUMINUM 6063—T5
FU=30KSI 1/8" THICK MINIMUM
7. TO ATTACH CLIP TO MULLION USE (2) #8 x 3/4" SELF DRILLING SCREWS PER CUP.
8. ATTACH MULLION TO WINDOW FRAME USING #8 X 3/4" SELF DRILLING SCREWS LOCATED 1"
FROM EACH END AND 8" MAX. O.C. THEREAFTER.
0
D " �I
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® SIGNED:0310212016
VIWINCO, INC
s �lit. u,L�o�����
-
� MORGANTOWN BUSINESS PARK P.O. BOX 499
�® r TABLE OF CONTENTS MORGANTOWN, PA 19543 v \CENs'9J'�
SHEET NO. DESCRIPTION OCEAN VIEW ALUMINUM VERTICAL MULLION *• 0 61 Tk
IMPACT
0 W ® 1 NOTES NOTES �� ate
S E :OF
. fit►:
TAT �v
z 2 - 3 APPROVED CONFIGURATIONS AND CHARTS DRAWN: DWG NO. REV
�iD�'�••'O[pR10Q:'�C�
4 — 6 INSTALLATION DETAILS N.G.
08 2 84
7 COMPONENTS NTS DATE 03/1/16 s01 OF 7
120 1/2"
COMBINED WIDTH
F_
W1
W2
120"
// WINDOW
✓/
FRAME
HEIGHT
ININDOIA
WINDO11
(MULLION
SPAN)
W1 ---I I- W2
120 1/2"
COMBINED WIDTH
120 1/2"
T
OMBINED WIDTH
W 1 --{ W2
FRAME /
HEIGHT WINDOW WINDOW
(MULLION
SPAN)
F_ 120 1/2"
COMBINED WIDTH
/W1 � r---/ W2
J J WINDOW
WINDO // WIN DOW
120 1/2"
T
OMBINED WIDTH
W1 -I[- W2
/
'WINDOW
WINDOWW
/1 /
W1-IF-W2
120 1/2"
COMBINED WIDTH
120 1/2"
COMBINED WIDTH
IINDOW
W1 -{[- W2 WINDOW
Design pressure rating (pso
Mullion
span (in)
Tributary width (in)
24.00
30.00
36.00
4200
48.00
54.00
60.00
24.00
120.0
120.0
120.0
120.0
120.0
120.0
120.0
30.00
120.0
120.0
120.0
120.0
120.0
120.0
120.0
36.00
120.0
120.0
120.0
120.0
120.0
120.0
120.0
42.00
120.0
120.0
120.0
120.0
120.0
120.0
120.0
48.00
120.0
120.0
120.0
120.0
120.0
120.0
120.0
54.00
120.0
120.0
120.0
119.8
115.3
113.9
113.9
60.00
120.0
120.0
109.8
101.3
96.1
93.2
92.2
66.00
120.0
108.5
96.1
87.8
82.3
78.8
76.8
72.00
115.3
97.1
85.4
77.5
71.0
66.2
62.9
78.00
104.8
86.7
74.0
65.2
59.0
54.5
51.3
84.00
85.0
69.3
59.1
52.1
47.1
43.5
40.8
90.00
68.8
56.0
47.6
41.8
37.6
34.5
32.2
96.00
56.5
45.9
38.9
34.1
30.5
27.9
25.9
10200
47.0
38.1
322
28.1
25.2
22.9
21.2
108.00
39.5
31.9
27.0
23.5
21.0
19.1
17.6
114.00
.5
27.1
1 228
19.9
17.7
16.0
-
120.00
1 28.7
1 23.2
1 19.5
1 16.9
1 15.1
-
-
IMPACT RATED UP TO WIND ZONE 3
F_ 120 1/2"
COMBINED WIDTH
`W1-{I--W2 `
a WINDOW
/WINnn` 4 /WINDOW
APPROVED CONFIGURATIONS
I
W1---�1 -W2
120 1/2"
COMBINED WIDTH
REVISIONS
I REV I DESCRIPRON I DATE I APPROVED A
DESIGN PRESSURE TABLE INSTRUCTIONS:
1. DEFINE REQUIRED DESIGN LOAD PER FLORIDA BUILDING CODE
CHAPTER 16.
2. DETERMINE TRIBUTARY WIDTH AND MULLION SPAN BASED ON
PRODUCT TO BE INSTALLED. SEE FORMULA FOR TRIBUTARY
WIDTH.
3. LOCATE MULLION SPAN (UNIT HEIGHT) AND TRIBUTARY WIDTH. AT
THE INTERSECTION OF ROW AND COLUMN CONTAINING THE
MULLION SPAN AND TRIBUTARY WIDTH RESPECTIVELY IS THE
MULLION RATING FOR PRODUCT IN STEP 2. MULLION RATING
MUST BE EQUAL OR GREATER THAN REQUIRED DESIGN
PRESSURE OBTAINED IN STEP 1.
TRIBUTARY WIDTH �E�]
SIGNED: 03102120
VIWINCO, INC ��01%11111/11/
MORGANTOWN BUSINESS
PAR P.O. BOX 499 `�•� EN ,9 O' '/
v\ d
OCEAN VIEW ALUMINUM VERTICAL MULLION =p6}
IMPACT ((��
APPROVED CONFIGURATIONS S0 TAT OF
N.G. I 08-02884
SCALE NTS - 03/1/16 ISHEL72 OF 7
REV
TPo
HI
WI
HI
COMBINED WIDTH
Wt � �-^ W2
T--
NSOM
IGHT
TRANSOM TRANSOM
TRANSOM
FRAI
HEIG
(MULL
JDOW
WINDOW
WINDOW
WINDOW
SPAT
IGHT
L
W, -I1- W2
120 1/2"
W CONFIGURATION
E
IT
ON
1)
Maximum design pressure chart (psi)
Units with 18" transom
Height (in)
Window Transom
Tributary width
(in)
24.00
130.00
136.00
4200
14&00
154.00,
60.00
36.00
18.00
150.0
136.8
119.0
106.0
95.5
1 86.9
79.7
42.00
18.00
128.9
107.3
93.2
83.3
75.7
69.3
64.0
48.00
18.00
103.8
86.2
74.7
66.6
60.7
56.0
52.0
54.00
18.00
85.2
70.6
61.0
54.3
49.3
45.6
42.6
60.00
18.00
71.1
58.8
50.7
45.0 -
40.8
37.7
35.2
66.00
18.00
60.2
49.7
42.8
37.9
34.3
31.6
29.5
7200
18.00
51.6
42.5
36.5
32.3
29.2
26.8
25.0
78.00
1 18.00
44.7
36.8
31.5
27.8
'25.1
23.0
21.4
84.00 .
18.001
38.7
1 31.8
1 27.3
1 24.1
1 21.8
20.0
18.5
IMMAUJI KAMM UY I U WIKU LUNG J
Maximum design pressure chart (ps0
Units with 24' hansom
Height (in)
Window Transom
Tributary width (in)
24.00
30.00
136.00
42.00
48.00
54.00
60.00
36.00
24.00
132.7
110.2
1 95.2
84.2
75.4
68.3
62.4
4200 .
24.00
107.2
.88.8
1 76.6
67.9
61.2
55.7
51.1
48.00
24.00
88.2
72.9
1 62.8
55.5
50.2
46.0
42.4
60.00
24.00
62.4
51.4
44.1
38.9
35.1
32.1-
29.8
66.00
24.00
53.5
44.0
37.7
33.2
29.9
27.4
25.4
72.00
24.00
46.3
38.0
3um
23.5
21.8
L00
24.00
40.4
33.2
220.4
18.9
84.00
24.00
33.6
27.6
217.0'
15.7
Maximum design pressure chart (pso
Units with 30' transom
Height (in)
Window Transom
Tributary width (in)
24.00
130.00
36.00
4200
48.00
54.00
60.00
36.00
30.00
108.9
90.3
77.8
68.6
61.4
55.5
50.6
4200
30.00
90.0
74.4
64.0
56.5
50.7
46.0
42.1
48.00
30.00
75.5
62.2
53.4
47.1
424
38.6
35.5
54.00
30.00
64.1
52.7
45.2
39.8
35.7
32.6
30.1
60.00
30.00
55.0
45.2
38.6
34.0
30.5
27.8
25.7
.39.1-
33.4
29.3
26.3
24.0
22.1
34.1
29.1
25.5
22.9
20.8
, 19.2
W
M29.4
28.6
24.421.3
19.1
17.4
16.0
24.0
20.4
17.9
16.0
-
IMrAGI KAI UUY IU WINULUIMJ
Maximum design pressure chart (pst)
Units with 36' transom
Height (in)
Window Transom
Tributary width (in)
24.00
30.00
36.00
4200
4&00
1 54.00.
60.00
36.00
1 36.00
90.6
74.9
64.5
56.9
50.9
1 46.0
42.0
42.00
36.00
76.4
62.9
54.0
47.7
42.8
38.8
35.4
48.00
36.00
65.1
53.5
45.8
40.4
36.2
32.9
30.2
54.00
36.00
56.0
46.0
39.3
34.6
31.0
28.2
25.9
60.00
36.00
48.6
39.8
34.0
29.9
26.8
24.3
22.4
66.00
36.00
42.5
34.8
29.7
26.1
23.3
21.2
19.5
7200
36.00
36.2
29.5
21.1
21.9
19.5
17.7
16.3
78.00
36.00
30.4
24.7
21.0
1 18.3
16.4
84.001
36.00
1 25.7
1 20.9
1 17.8
1 15.5
1 -
IIW AGI KA I MU Ur I U VVINU L UfV=J
REVISIONS
REV DESCRIMON DATE I APPROVED
DESIGN PRESSURE TABLE INSTRUCTIONS:
1. DEFINE REQUIRED DESIGN LOAD PER FLORIDA BUILDING CODE
CHAPTER 16.
2. DETERMINE TRIBUTARY WIDTH AND MULLION SPAN BASED ON
PRODUCT TO BE INSTALLED. SEE FORMULA FOR TRIBUTARY
WIDTH.
3. LOCATE MULLION SPAN (UNIT HEIGHT) AND TRIBUTARY WIDTH. AT
THE INTERSECTION OF ROW AND COLUMN CONTAINING THE
MULLION SPAN AND TRIBUTARY WIDTH RESPECTIVELY IS THE
MULLION RATING FOR PRODUCT IN STEP 2. MULLION RATING
MUST BE EQUAL OR GREATER THAN REQUIRED DESIGN
PRESSURE OBTAINED IN STEP 1.
TRIBUTARY WIDTH - W1 + W2
2
VIWINCO, INC
BOX 49
MORGANTOWN, PA 19543
OCEAN VIEW ALUMINUM VERTICAL MULLION
IMPACT
APPROVED CONFIGURATIONS
DRAWN: DWG NO.
N.G. 1 08-02884
'CALE NTS I DATE 03/1/16 SHEE 3 OF 7
SIGNED: 0310212016
REVISIONS
MULLION COVER WINDOW FRAME
aEv oFscRlPnaN on�E APPROVED
REFERENCE ONLY `
MULLION � _ -
� O
CLIP #8 SELF DRILLING SCREW
SEE ANCHORING NOTE 6
SHEET 1
3" MAX 3" MAX 4" MAX 4" MAX 3" MAX 3" MAX 1 1MIN
EMBEEDD MENT
7/16" MIN WOOD FRAMING
CUP EDGE DISTANCE OR 2X BUCK
BY OTHERS
4 #8 WOOD 1 1/4" MIN
SCREWEMBEDMENT
0 1/4" MAX
SHIM
SPACE
7/16" MIN
EDGE DISTANCE l is =
!
#8 WOOD
/ SCREW
MULLION INSTALLATION DETAIL
WOOD FRAMING OR 2X BUCK SUBSTRATE
HEAD SHOWN, SILL SIMILAR
SIGNED: 0310212016
IO, INC
MORGANTOWN BUSINESS PARK P.O. BOX 499 `�\\J\5+1R II LJd't191i�
MORGANTOWN, PA 19543=�r••y�6ENs�,,.��
OCEAN VIEW ALUMINUM VERTICAL MULLION tk• 0,
IMPACT
INSTALLATION DETAILS �TAT �
DRAWN: DWG ND. REv �iFS'O[ORID; G\$\
SS. NTS °A� 03/1/16 sHEE4 7 ?iSj NAL�E ��`�
_ MULLION COVER WINDOW FRAME
MULLION REFERENCE ONLY
CLIP J #8 SELF DRILLING SCREW
SEE ANCHORING NOTE 6
SHEET 1
MULLION INSTALLATION DETAIL
METAL STRUCTURE INSTALLATION
HEAD SHOWN, SILL SIMILAR
REVISIONS
DESCRIPRON DATE APPROVED
5/8" MIN
#8 SELF EDGE DISTANCE
DRILLING
SCREW
1/4" MAX
SHIM
SPACE
7/16" MIN
EDGE DISTANCE
#8 SMS OR
SELF DRILLING
SCREW
METAL
STRUCTURE
BY OTHERS
SIGNED: 0310212016
INC
lR I r�ro���i,,
MORGANTOWN BUSINESS��PARK P.O. BOX 499
MORGANTOWN, PA 19543
�\�s
we4�6ENs+.'9J+��
_ *1 p, 61261 V
r
OCEAN VIEW ALUMINUM VERTICAL MULLION
IMPACT
INSTALLATION DETAILS
�70. TAT OF •r�;
'�'c.�'c[QjZVDa. \\�
DRAWN:
DWG N0.
REV
08 o�T8s4oF
��ONAIIE GxN
"LE NTS °ATE 03/1 /16 7
MULLION COVER WINDOW F REVISIONS
MULLION REFERENCE ONLY REV DESCRIPRON
11—I o
2 1/2" MIN \
CLIP (%8 SELF DRILLING SCREW EDGE DISTANCE
SEE ANCHORING NOTE 6
SHEET 1 1 1/4" MIN
3" MAX 3" MAX 4" MAX 4" MAX 3" MAX 3" MAX EMBEDMENT BY OTHERS
CONCRETES MASONRY
CLIP .. ,-..:....... ;. a,...• . n :.. � .,.
•• • ' 1 1/4" MIN
EMBEDMENT
MULLION INSTALLATION DETAIL
CONCRETE/MASONRY INSTALLATION
HEAD SHOWN, SILL SIMILAR
#8 WOOD J
SCREW 1/4" MAX
SHIM
�j SPACE
Lf Lr MIN
EDGEGE DISTANCE
3/16" TAPCON
VIWINCO, INC
MORGANTOWN BUSINESS PARK P.O. BOX 499
MORGANTOWN, PA 19543
OCEAN VIEW ALUMINUM VERTICAL MULLION
IMPACT
INSTALLATION DETAILS
DRAWN: DWG NO. REV
N.G. 08-02884 —
'CA'E NTS °ATE 03/1/16 IsHffT6 OF 7
DATE I APPROVED
SIGNED: 0310212016
*• oy,61261 •9t;,
STATE OF �,.%
w
1 7,6"
r
7/16"
13/16"
r
—{ �1/2"
I
3 1/16"
p
15/16" a
DOO 3 8"
-r
r L�
I
77
CLIP DETAIL
MULLION PART 2411-A
GALVANIZED STEEL .070'THICK
ALUMINUM 6105-T5
MULLION COVER
MOMENT OF INERTIA:.4048 INA4
PVC .050' THICK
SECTION MODULUS:.2614 INA3
FRAME WINDOW
',REFERENCE ONLY
WINDOW TO MULLION ATTACHMENT
DETAIL
COVER
WINDOW ANCHORS
SEE ANCHORING NOTE 4
SHEET 1
#8 X 3/4" SELF TAPPING
SCREWS
1" FROM EACH END
8" MAX O.C.
SEE ANCHORING NOTE 8
SHEET 1
MULLION
REVISIONS
DESCRIPDON DATE APPROVED
SIGNED: 0310212016
I ILO��ii��
MORGANTOWN BUSINESS PARK P.O. BOX 499
`���5`R
MORGANTOWN, PA 19543
`ter •�.�CENSE`9`n�
*• 0G'm
OCEAN VIEW ALUMINUM VERTICAL MULLION
IMPACT
_COMPONENTS
�y0.• TAT
�0���.��ORIOP�
DRAWN:
DWG NO.
REV
N.G.
08-02884
-
f7NA`��G��\
�/ ��
SCALE °ATE --7
NTS 03/1/16 OF 7