HomeMy WebLinkAboutProduct Approval (3) REVISIONS
REV DESCRIPTION DATE APPROVED
NOTES: ANCHORING NOTES:
1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH 1. FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE #8 WOOD SCREW WITH SUFFICIENT
REQUIREMENTS OF THE FLORIDA BUILDING CODE. LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT. LOCATE ANCHORS AS SHOWN IN
2. WOOD FRAMING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO INSTALLATION DETAILS SHEET 3.
STRUCTURE. FRAMING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 2. FOR ANCHORING INTO CONCRETE USE 3/16° TAPCON WITH SUFFICIENT LENGTH TO ACHIEVE
3. ALLOWABLE STRESS INCREASE OF 1/3 WAS NOT USED IN THE DESIGN OF THE PRODUCT A 1 1/4" MINIMUM EMBEDMENT WITH 2 1/2" MINIMUM EDGE DISTANCE. LOCATE ANCHORS
SHOWN HEREIN. WIND LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR AS SHOWN IN INSTALLATION DETAILS SHEET 4.
CALCULATIONS. 3. FOR ANCHORING INTO METAL STRUCTURE USE #8 SMS OR SELF DRILLING SCREWS WITH
4. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED FOR THIS PRODUCT IN WIND SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL.
BORNE DEBRIS REGIONS UP TO WIND ZONE 3. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.
5. DESIGN PRESSURE AND INSTALLATION DETAILS SHOWN IN THIS DOCUMENT APPLY ONLY TO 4. FOR ATTACHING WINDOW UNITS TO MULLION USE #B SELF DRILLING SCREWS WITH
MULLION. WINDOWS MUST BE APPROVED UNDER SEPARATE APPROVAL.
6. SINGLE WINDOWS TO BE MULLED ARE NOT LIMITED TO THOSE SHOWN IN THIS DRAWING. SUFFICIENT LENGTH TO ACHIEVE A MINIMUM EMBEDMENT OF THREE THREADS PAST THE
MULLION WALL. LOCATE SCREWS IN ACCORDANCE WITH WINDOW ANCHORING SCHEDULE AS
7. DESIGN PRESSURE OF MULLED UNIT SHAALLLLBE CONTROLLED BY THE LESSER DESIGN
WINDOWS MUST BE MANUFACTURED BY O INC. SHOWN IN WINDOW SEPARATE APPROVAL.
B 5. ALL FASTENERS TO BE CORROSION RESISTANT.
B .
PRESSURE THE MULLION OR THE INDIVIDUAL WINDOW UNIT. 6INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR
8. UNITS MAY BE MULLED TOGETHER INDEFINITELY AS LONG AS SINGLE UNIT WIDTH AND
HEIGHT ARE NOT EXCEEDED AND MULLION IS ANCHORED AS SHOWN HEREIN. MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN 9. MULLION VERTICAL INSTALLATION IS SHOWN, MULLION MAY BE USED IN HORIZONTAL SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW:A. WOOD — MINIMUM SPECIFIC GRAVITY OF G=0.42
APPLICATIONS AS LONG AS DIMENSIONS INDICATED HEREIN ARE NOT EXCEEDED AND
MULLION IS ANCHORED ACCORDING TO THIS DOCUMENT. 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 CLIP.
B. ATTACH MULLION TO WINDOW FRAME USING #8 X 3/4" SELF DRILLING SCREWS LOCATED 1"
FROM EACH END AND 8" MAX. O.C. THEREAFTER.
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SIGNED:03/02/2016
INC
10
MORGANTOWN BUSINESSO,PARK P.O. BOX 499 `���J�9 1R- -.4ff
TABLE OF CONTENTS MORGANTOWN, PA 19543 `�••��GENS�•cP
SHEET NO. DESCRIPTION OCEAN VIEW ALUMINUM VERTICAL MULLION =*• 0,, 61
IMPACT F
1 NOTES NOTES ��0• TAT OF
2 — 3 APPROVED CONFIGURATIONS AND CHARTS DRAWN: DWG N0. REV ��'PF•'cZOR1�P
4 — 6 INSTALLATION DETAILS E DATE Q8 SHEET B4 — /���S% AL
7 COMPONENTS NTS 03/1/16 1 OF 7
120 1/2" 120 1/2" 120 112" REVISIONS
COMBINED WIDTH COMBINED WIDTH COMBINED WIDTH REV DESCRIPTION DATE APPROVED
wt --{r- W2w1 ---{[-- W2w1 ---{r-- w2
12 � //� WINDOW //� //� WINDOW //� //� /�/ WINDOW
FRAME
HEIGHT WINDO /� WIND014 WINDOW WINDOWWINDOW
/
(MULLION
SPAN) /
7W 1 W2 W1 ---X1 - W2 W1 W2
120 1/2" 120 1/2" 120 1/2"
COMBINED WIDTH COMBINED WIDTH COMBINED WIDTH
120 1/2" 120 1/2" 120 1/2"
COMBINED WIDTH COMBINED WIDTHT COMBINED WIDTH
w1 --{rwz W1 W2 W1 W2
IIII DESIGN PRESSURE TABLE INSTRUCTIONS:
1. DEFINE REQUIRED DESIGN LOAD PER FLORIDA BUILDING CODE
120" LH
�� �� �� /� /� CHAPTER 16.
FRAME WINDOW 'WINDOW WINDOW 2. DETERMINE TRIBUTARY WIDTH AND MULLION SPAN BASED ON
HEIGHT WINDOW WINDOW PRODUCT TO BE INSTALLED, SEE FORMULA FOR TRIBUTARY
(MULLION WIDTH.
3. LOCATE MULLION SPAN (UNIT HEIGHT) AND TRIBUTARY WIDTH. AT
SPA /� �� �� 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
APPROVED CONFIGURATIONS MUST BE EQUAL OR GREATER THAN REQUIRED DESIGN
PRESSURE OBTAINED IN STEP 1.
Design pressure rating(PsO
Mullion Tributary width(in) W1 + W2
span(in) 24.00 30.00 36.00 42.00 48.00 54.00 60.00 TRIBUTARY WIDTH = 2
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 SIGNED:03/02/2016
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 VIWINCO, INC \\\�\\1Rll):�
96.00 56.5 45.9 38.9 348 30.5 27.9 259 MORGANTOMOR ANTOWN PABUSINESS R 195 3 BOX 499 `�\vJ\r?\CENa' .,p''�
102.00 47.0 38.1 32.2 28.1 25.2 22.9 21.2
OCEAN VIEW ALUMINUM VERTICAL MULLION =*• o,.S�51 *'
108.00 39.5 31.9 27.0 23.5 21.0 19.1 17.6 IMPACT - ( /t
114.00 33.5 27.1 22.8 19.9 17.7 16.0 APPROVED CONFIGURATIONS ��' TeOF ��
120.00 28.7 23.2 19.5 16.9 15.1 1 -0,,. TAT OFIMPACTRATED UP TO WIND ZONE 3 N.GDRAWN: DWG NO. REV ii�.�S'cEOR �
SCA E DATE Q8 SHEET 84 ��/��ONA�`�\\\\\\
NTS 03/1/16 2 OF 7
120 1/2" REVISIONS
COMBINED WIDTH REV DESCRIPTION DATE APPROVED
wtwz
TRANSOM TRANSOM TRANSOMTRANSOM Maximum design pressure chart(pst)
HEIGHT Units with 30'transom
L- Height(in) Tributary width(In)
FRAME Window Transom 24.00 30.00 36.00 42.00 48,00 54.00 60.00
HEIGHT 36.00 30.00 108.9 90.3 77.8 68.6 61.4 55.5 50.6
(MULLION 42.00 30.00 90.0 74.4 64.0 56.5 50.7 46.0 42.1
WINDOW WINDOW WINDOW WINDOW SPAN) 48.00 30.00 75.5 62.2 53.4 47.1 42.4 38.6 35.5
HEIGHT 54.00 30.00 64.1 52.7 45.2 39.8 35.7 32.6 30.1
60.00 30.00 1 55.0 45.2 38.6 34.0 30.5 27.8 25.7
66.00 30.00 47.6 39.1 33.4 29.3 26.3 24.0 22.1
72.00 30.00 1 41.6 34.1 1 2'125.5 22.9 20.8 1 19.2
78.00 30.00 1 35.024.41 21.3 19.1 17.4 16.0
84.00 30.00 1 29.4 1 24.0 1 20.4 1 17.9 16.0
W 1 W2 IMPACT RATED UP TO WIND ZONE 3
120 1/2" Maximum design pressure chart(pso
COMBINED WIDTH Units with 36"transom
VX CONFIGURATION Hight(In) Tributarywidth In DESIGN PRESSURE TABLE INSTRUCTIONS:
Window Transom 24.00 130.00 36.00 1 42.00 48.00 154.00 60.00 1. DEFINE REQUIRED DESIGN LOAD PER FLORIDA BUILDING CODE
36.00 36.00 90.6 74.9 64.5 56.9 50.9 46.0 42.0 CHAPTER 16.
42.00 36.00 76.4 62.9 54.0 47.7 42.8 38.8 35.4 2. DETERMINE TRIBUTARY WIDTH AND MULLION SPAN BASED ON
Maximum design pressure than:(p4 48.00 36.00 65.1 53.5 45.8 40.4 36.2 32.9 30.2 PRODUCT TO BE INSTALLED. SEE FORMULA FOR TRIBUTARY
Units with 18"transom WIDTH.
54.00 36,00 56.0 46.0 39.3 34.6 31.0 28.2 25.9 3. LOCATE MULLION SPAN (UNIT HEIGHT) AND TRIBUTARY WIDTH. AT
Height(In) Trlbutary width in 60.00 36.00 48.6 39.8 34.0 29.9 26.8 24.3 22.4 THE INTERSECTION OF ROW AND COLUMN CONTAINING THE
Window Transom 24.00 30.00 36.00 42.00 48.00 54.00 60.00 66.00 36.00 42.5 34.8 29.7 26.1 23,3 21.2 19.5 MULLION SPAN AND TRIBUTARY WIDTH RESPECTIVELY IS THE
36.00 18.00 150.0 136.8 119.0 106.0 95.5 86.9 79.7 72,00 36.00 36.2 29.5 25.1 21.9 19.5 17.7 16.3 MULLION RATING FOR PRODUCT IN STEP 2. MULLION RATING
42.00 18.00 128.9 107.3 93.2 183.3 75.7 69.3 64.0 78.00 36.00 30.4 24.7 21.0 18.3 16.4 - MUST BE EQUAL OR GREATER THAN REQUIRED DESIGN
48.00 18.00 103.6 86.2 74.7 66.6 60.7 56.0 52.0 84,00 36.00 25.7 20.9 17.8 15.5 PRESSURE OBTAINED IN STEP 1.
54.00 18.00 85.2 70.6 61.0 54.3 49.3 45.6 42.6 IMPACT RATED UP TO WIND ZONE 3
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 TRIBUTARY WIDTH = W1 + W2
72.00 18.00 51.6 42.5 36.5 32.3 29.2 26.8 25.0 2
78.00 18.00 44.7 36.8 31.5 27.8 25.1 23.0 21.4
84.00 18.00 38.7 31.8 27.3 24.1 21.8 20.0 18.5
IMPACT RATED UP TO WIND ZONE 3
Maximum design pressure chart(p4
Units with 24"transom
Height(In) Tributary width(in)
Window TransomP73.7
30.00 36.00 42.00 48.00 54.00 60.00 SIGNED:03/02/2016
36.00 24.00 110.2 95.2 84.2 75.4 68.3 62.4
42.00 24.00 88.8 76.6 67.9 61.2 55.7 51.1 VIWINCO, INC ���lllllllf///�
48.00 24.00 72.9 62.8 55.5 50.2 46.0 42.4 MORGANTOWN BUSINESS
PARK 9543 BOX 499 ``��vJ�s\GENS 9�i,�
54.00 24.00 60.8 52.3 46.2 41.7 38.2 35.460.00 24.00 51.4 44.1 38.9 35.1 32.1 29.8 66.00 24.00 44.0 37.7 33.2 29.9 27.4 25.4 OCEAN VIEW ALUMINUM VERTICAL MULLION * 0 b172.00 24.00 38.0 32.5 28.6 25.7 23.5 21.8 IMPACT �V ( E J.
78.00 24.00 40.4 33.2 28.3 24.9 22.4 20.4 18.9 APPROVED CONFIGURATIONS --A;• TAT OF
84.001 24.00 33.6 1 27.6 23.5 20.7 18.6 17.0 15.7
IMPACT RATED UP TO WIND ZONE 3 DRAWN: DWC NO. REV �i�O��1s'°l qRV
SCALE NTS DATE 03/1/16 OB SO"ErT340F 7 ;!� fpNAll��\���
MULLION COVER WINDOW FRAME REVISIONS
REFERENCE ONLY REV DESCRIPTION DATE APPROVED
MULLION
CLIP #8 SELF DRILLING SCREW
SEE ANCHORING NOTE 6
SHEET 1
3" MAX 3" MAX 4" MAX 4" MAX 3" MAX 3" MAX EMBEDMENT
7/16" MIN WOOD FRAMING
CLIP EDGE DISTANCE OR 2X BUCK
BY OTHERS
#8 WOOD 1 1/4" MIN
SCREW EMBEDMENT
1/4" MAX
SHIM
SPACE
4L
7/16" MIN
EDGE DISTANCE
/ #8 WOOD
SCREW
L-Lj/
MULLION INSTALLATION DETAIL
WOOD FRAMING OR 2X BUCK SUBSTRATE
HEAD SHOWN,SILL SIMILAR
SIGNED:03/02/2016
INC
MORGANTOWN BUSINESSO'PARK P.O. BOX 499 \���J�S 1R I
MORGANTOWN, PA 19543 `v,•�V�ENS�.9cP-'
OCEAN VIEW ALUMINUM VERTICAL MULLION 41-TAAY:
0IMPACT0INSTALLATION DETAILSOF
DRAWN: DWG NO. REV ����•�CpR�OP•����
N.G02884
SCALE NTS DATE 03/1/16 08 SHEET 0F 7 ���issj�NAL1E�G��\
MULLION COVER WINDOW FRAME REVISIONS
REFERENCE ONLY REV DESCRIPTION DATE APPROVED
MULLION
I O
CM3 co
CLIP #8 SELF DRILLING SCREW
SEE ANCHORING NOTE 6
SHEET 1
3" MAX 3" MAX 4" MAX 4" MAX 3" MAX 3" MAX
5/8" MIN METAL
CLIP EDGE DISTANCE STRUCTURE
#8 SELF BY OTHERS
DRILLING
SCREW
4
i/4' MAX
SHIM
SPACE
7/16" MIN
EDGE DISTANCE
#8 SMS OR
SELF DRILLING
SCREW
MULLION INSTALLATION DETAIL
METAL STRUCTURE INSTALLATION
HEAD SHOWN,SILL SIMILAR
SIGNED:03/02/2016
VIWINCO, INC
MORGANTOWN BUSINESS PARK P.O. BOX 499 .\N�51R.ILO /i//
MORGANTOWN, PA 19543 ��v•v�GENS�.9cs+�'r�
OCEAN VIEW ALUMINUM VERTICAL MULLION =*• o,.C61 *=
IMPACT — ( —
INSTALLATION DETAILS O TATE OF _
DRAWN: DWG NO, REV //� •'��pR10P•�'Z'�\
N.G.
.E DATE 08-02884
NTS 03/1/16 5 OF 7
MULLION COVER WINDOW FRAME REVISIONS
MULLION REFERENCE ONLY REV DESCRIPTION DATE APPROVED
I O
C7 p
2 1/2" MIN
CLIP #8 SELF DRILLING SCREW EDGE DISTANCE
SEE ANCHORING NOTE 6
SHEET 1 1 1/4" MIN CONCRETE/MASONRY
3" MAX 3" MAX 4" MAX 4" MAX 3" MAX 3" MAX EMBEDMENT BY OTHERS
CLIP °
, d
1 1/4" MIN
° EMBEDMENT
#8 WOOD
SCREW 1/4" MAX
SHIM
�J SPACE
U lr� 7/16" MIN
EDGE DISTANCE
3/16" TAPCON
MULLION INSTALLATION DETAIL
CONCRETE/MASONRY INSTALLATION
HEAD SHOWN,SILL SIMILAR
SIGNED:03/02/2016
VIWINCO, INC
MORGANTOWN BUSINESS PARK P.O. BOX 499 �05 IR I IL9�//
MORGANTOWN, PA 19543 `ter•*\ EAI
Gq
OCEAN VIEW ALUMINUM VERTICAL MULLION `fir• 0 251
IMPACT
INSTALLATION DETAILS ��D• TAT OF �[v
DRAWN: DWG N0. REV � OR10P Nit-
N.G. 08-02884 - �S's�••• C�G�
SCALE NTS DATE 03/1/16 SHEET OF 7 ������I1A11E\���
REVISIONS
REV DESCRIPTION DATE APPROVED
7/16"
--{ 1 7/8 � .
13/16'. Itl
1/2 3 1/16"
15/16" OHO S/8"
r--� i
T
CLIP DETAIL MULLION PART 2411-A
GALVANIZED STEEL.070'THICK ALUMINUM 6105-T5 MULLION COVER
MOMENT OF INERTIA:.4048 IN14 PVC.050"THICK
SECTION MODULUS:.26141NA3
COVER
FRAME WINDOW
REFERENCE ONLY INTERIOR SEE DANCHOR ANOW CHORING NOTE 4
SHEET 1
O � �
#8 X 3/4" SELF TAPPING
SCREWS
Fy 1" FROM EACH END
lug 1 1 8" MAX O.C.
SEE ANCHORING NOTE 8
p q SHEET 1
MULLION
EXTERIOR U EXTERIOR
WINDOW TO MULLION ATTACHMENT SIGNED:03/02/2016
DETAIL VIWINCO, INC \����nllUlry,
MORGANTOWN BUSINESS PARK P.O. BOX 499 `��`J\S'R' �O�lJ�/��i�
MORGANTOWN, PA 19543 =�.,,•��GENSF 9d+�'�
OCEAN VIEW ALUMINUM VERTICAL MULLION =*• o
IMPACT
COMPONENTS ��0• TAT OF
DRAWN: DWG N0. REV e0, �� •��
S,.•ORIQP
SCAE NT$ DATE D3/1/16 D$ SHHEES740F 7 ��4Sj�NAt1E���`�