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i Product Approval
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Product Approval Menu > Product or Application Search > Application List > Application Detail
FL #
Application Type
Code Version
Application Status
Comments
Archived
Product Manufacturer
Address/Phone/Email
Authorized Signature
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category
Subcategory
Compliance Method
FL9520-R6
Revision
2014
Approved
Custom Window Systems Inc.
1900 SW 44th Avenue
Ocala, FL 34474
(352) 368-6922 Ext245
kpine@cws.cc
Kevin Pine
kpine@cws.cc
Erin Koss
1900 SW 44th Ave.
Ocala, FL 34474
(352)368-6922 Ext291
ekoss@cws.cc
Jay Lathrop
1900 SW 44th Ave.
Ocala, FL 34474
(352) 368-6922 Ext291
jiathrop@cws.cc
Windows
Mullions
Evaluation Report from a Florida Registered Architect or a Licensed Florida
Professional Engineer
Evaluation Report - Hardcopy Received
Florida Engineer or Architect Name who developed the Lucas A. Turner
Evaluation Report
Florida License PE-58201
Quality Assurance Entity Keystone Certifications, Inc.
Quality Assurance Contract Expiration Date 07/21/2020
Validated By Steven M. Urich, PE
Validation Checklist - Hardcopy Received
Certificate of Independence
Referenced Standard and Year (of Standard)
FL9520 R6 COI EvalReo CWS-836A Q in Mull IMP),.pdf
Standard
year
AAMA 450-06
2006
ASTM E1886-05
2005
ASTM E1996-09
2009
'Mole
PA TAS 201/202/203
A" Acopy 1994
Equivalence of Product Standards
Certified By
p Sections from the Code
Product Approval Method Method 1 Option D
Date Submitted
02/16/2016
Date Validated
02/16/2016
Date Pending FBC Approval
02/17/2016
Date Approved
04/12/2016
FL # Model, Number or Name Description
9520.1 3" Alum. Tube Mullion 3" Alum. Tube Mullion, Horizontal & Vertical, Fin & Flange
applications. (IMPACT)
Limits of Use
Approved for use in HVHZ: Yes
Approved for use outside HVHZ: Yes
Impact Resistant: Yes
Design Pressure: N/A
Other: Large Missile Impact; See Installation Instructions and
Evaluation Report for complete list of Limitations and
Conditions of Use.
Installation Instructions
FL9520 R6 II CWS-836A (3 in Mull. IMP).Ddf
Verified By: Lucas A. Turner 58201
Created by Independent Third Party: Yes
Evaluation Reports
FL9520 R6 AE EvalReD CWS-&36A-L3in--Mull. IMP).Ddf
Created by Independent Third Party: Yes
9520.2
4" Alum. Tube Mullion
4" Alum. Tube Mullion, Horizontal & Vertical, Fin & Flange
applications. (IMPACT)
Limits of Use
Installation Instructions
Approved for use in HVHZ: Yes
FL9520 R6 II CWS-837A (4 in Mull. IMP).Ddf
Approved for use outside HVHZ: Yes
Verified By: Lucas A. Tumer,58201
Impact Resistant: Yes
Created by Independent Third Party: Yes
Design Pressure: N/A
Evaluation Reports
Other: Large Missile Impact; See Installation Instructions and
FL9520 R6 AE EvalReD CWS-837A (4 in Mull IMP).pdf
Created by Independent Third Party: Yes
Evaluation Report for complete list of Limitations and
Conditions of Use.
9520.3 5 1/2" Alum. Tube Mullion 5 1/2" Alum. Tube Mullion, Horizontal & Vertical, Fin & Flange
applications. (IMPACT)
Limits of Use Installation Instructions
Approved for use in HVHZ: Yes FL9520 R6 II CWS-838A (5.5 in Mull. IMP).Ddf
Approved for use outside HVHZ: Yes Verified By: Lucas A. Turner 58201
Impact Resistant: Yes Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
Other. Large Missile Impact; See Installation Instructions and FL9520 R6 AE EvalRep CWS-838A (5.5 in Mull. IMP),pdf
Evaluation Report for complete list of Limitations and Created by Independent Third Party: Yes
Conditions of Use.
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please dick bZy_.
Product Approval Accepts:
0 I=NsmalIgc M
Credit Card .
:.Safe;:
ANCHOR CLIP —
3" PVC MULL BAR - LARGE MISSILE IMPACT
SHOWN W/DIFFERENT OPTIONS
•
� v
IIIII
I I
MHOW
� I
II
I
10 10 s 9
G F E D 1—ANCHOR CLIP-1
EXAMPLE HORIZ/.VERT. MULLION
FOR SECTION VIEW ONLY
TABLE OF CONTENTS
GENERAL NOTES & ELEVATIONS...............1
DP CHARTS.................................................2-3
BOM & EXTRUSIONS.....................................4
EXTRUSIONS.................................................5
SECTION VIEWS.........................................6-7
CONFIGURATIONS & ANCHOR NOTES
INSTALLATION DETAILS ..........................9-10
—ANCHOR CLIP
GENERAL NOTES:
Q'gbm3-FJ
1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH
WINDOW SYSTEMS IIIII��II�IIIIy11G..
THE FLORIDA BUILDING CODE (FBC); CURRENT EDITION INCLUDING THE HIGH
VELOCITY HURRICANE ZONE (HVHZ) AND IS RATED FOR WIND ZONE 4 MISSILE LEVEL
1900 SW 44TH AVE.
1900 S44THFLORIDA E.
OCA34474
D IMPACT USE AS DEFINED IN ASTM E 1996 PER THE FBC.
W W W,CW CC
2. CONFIGURATIONS (SEE SHEETS 2-3): VERTICAL OR HORIZONTAL.
3. SEE MULLION CHARTS FOR MAX. DESIGN PRESSURES AND LENGTH.
3" PVC
(REFER TO SHEETS 2-3)
MULL BAR
4. ANCHORAGE: THE 33113% STRESS INCREASE HAS NOT BEEN USED IN THE
IMPACT
DESIGN OF THIS PRODUCT. SEE SHEETS 9-10 FOR ANCHOR DETAILS. WINDLOAD
DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS.
5. PRODUCT APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE NOT REQUIRED.
6. DESIGN PRESSURE OF MULLED UNITS SHALL BE CONTROLLED BY THE LESSER
A
p
DESIGN PRESSURE OF THE MULLION OR THE INDIVIDUAL WINDOW UNITS.
7. DESIGN PRESSURES AND INSTALLATION DETAILS SHOWN IN THIS DOCUMENT
w
m
APPLY ONLY TO THE MULLION. WINDOWS MUST BE APPROVED UNDER SEPARATE
Cl)
APPROVAL.
v
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Q
8. RESPONSIBILITY OF SELECTING FENESTRATION PRODUCTS TO MEET ANY
v
$
APPLICABLE LOCAL LAWS, BUILDING CODES, ORDINANCES OR OTHER SAFTEY
z W
REQUIREMENTS RESTS SOLEY WITH THE ARCHITECT, ENGINEER OF RECORD,
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BUILDING OWNER OR CONTRACTOR.
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9. SINGLE UNITS TO BE MULLED ARE NOT LIMITED TO THOSE SHOWN IN THIS
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0
DRAWING. SINGLE UNITS TO BE MULLED TOGETHER MUST BE MANUFACTURED BY
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w
CUSTOM WINDOW SYSTEMS, INC. AND MUST BE MADE OUT OF VINYL PVC OR
0
EXTRUDED ALUMINUM.
C
Z
10. VERTICAL MULLED UNITS MAY BE MULLED INDEFINITELY AS LONG AS THE SINGLE
���������� ,,
UNIT WIDTH AND HEIGHT ARE NOT EXCEEDED, AND MULLIONS ARE ANCHORED AS
SHOWN HERE
���
No
IN.
��%%pp1DREW
11. HORIZONTAL MULLION SHALL EXTEND THE ENTIRE WIDTH OF THE MULLED UNIT.
. G •• F'•..'Y .
VERTICAL MULLION IS USED TO MULL SIDE BY SIDE UNITS TOGETHER.
58201 -.-A
ANCHOR CLIP
I II I
I O II O I
I X I I X I
I � I
ANCHOR CLIP
EXAMPLE VERTICAL MULLION FOR
PVC WINDOWS FOR SECTION VIEWS ONLY
Lucas A. Turner
2015-04-27
21:00-04:00
LUCAS A. TURNER, P.E.
FL PE # 58201
1239 JABARA AVE.
NORTH PORT, FL 34288
PH. 941-380-1574
GENERAL NOTES AND
ELEVATIONS
ARE 09/27/12
VG 0: REV.:
CWS-836 A
ACE' SHEET
1:25 1 OF 10
I t
or
or WOOD per each end of mullion. HOLLOW or GROUT -FILLED BLOCK reaulre 1/4" ELCO UL
6
42 3/4
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
48 3/4
80.0
80.0
80.0
80.0
80.0
80.0
80.0
60.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
65.0
531/8
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
65.0
65.0
65.0
57
80.0
80.0
80.0
80.0
60.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
65.0
65.0
65.0
Fy 3
tx
63
80.0
80.0
80.0
80.0
00.0
80.0
80.0
80.0
78.9
76.6
74.8
72.5
65.0
65.0
y ,
,
n
65
65.0
65.0
65.0
65.0
65.0
65.0
65.0
65.0
65.0
65.0
65.0
65.0
65.0
f Yx
i r (3
4 %S
r•
ty
M
68
65.0
65.0
65.0
65.0
65.0
65.0
65.0
65.0
65.0
65.0
65.0
63.5
� C-,b,x
r,' e3 rY h
s a
72
65.0
65.0
65.0
65.0
1 65.0
1 65.0
1 65.0
64.9
61.7
59.1
1 56.9
1 53.7
DP CHART IS FOR:
NON -INTERSECTED IMPACT 3" MULLION 1758. HORIZONTAL OR VERTICAL, USING (PER END):
1522 CLIPS
(4) #10 SCREWS INTO WOOD or METAL
(4) 3/16" ITW TAPCONS or ELCO ULTRACONS INTO SOLID CONCRETE or WOOD
-(4) 1/4" ELCO ULTRACONS INTO HOLLOW or GROUT -FILLED BLOCK
------------------------------------------------------------------------
Design Pressure Chart (PSF) for NON -INTERSECTED Impact PVC 3" Mullion H-1758, with 1776 clips with six (6) #10 Screws into WOOD or METAL or 3/16" ITW Tapcons or ELCO ULTRACONS into SOLID CONCRETE or
WOOD per each and of mullion. HOLLOW or GROUT -FILLED BLOCK require 1/4" ELCO ULTRACONS.
OPENING SIZE 0n.)
39 1 45 51 57 63 69 75 318 81 87 93 99 107 3/8 114 120 126 132 138 145 3/8
37 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 60.0 80.0 60.0 80.0 80.0 80.0 80.0 80.0
c 42 314 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 60.0 80.0 80.0 80.0 80.0
48 3/4 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 65.0
53118 80.0 80.0 60.0 80.0 60.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 65.0 65.0 65.0
LU 57 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 65.0 65.0 65.0
63 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 65.0 65.0
65 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65:0 65.0 65.0 65.0 65.0 -, F
68 65.0 1 65.0 65.0 65.0 65.0 65.0 1 65.0 1 65.0 1 65.0 1 65.0 1 65.0 1 65.0 a,..,.,1>
72 65.0 1 65.0 65.0 65.0 65.0 65.0 1 65.0 1 64.9 1 61.7 59.1 56.9 53.7
DP CHART IS FOR:
NON -INTERSECTED IMPACT 3" MULLION 1758, HORIZONTAL OR VERTICAL, USING (PER END): NOTES:
1. THE MULL BAR IN FOCUS FOR ANY GIVEN
1776 CLIPS CONFIGURATION IS SHOWN IN BOLD.
- (6) #10 SCREWS INTO WOOD or METAL 2. AN INTERSECTED MULL BAR HAS OTHER MULL
- (6) 3/16" ITW TAPCONS or ELCO ULTRACONS INTO SOLID CONCRETE or WOOD BAR(S) ATTACHED TO IT (SHOWN IN DASHES)
(6) 1/4" ELCO ULTRACONS INTO HOLLOW or GROUT -FILLED BLOCK THROUGH THE USE OF MULL BAR CLIPS. AN
INTERSECTED MULL BAR WILL ALWAYS BE
ATTACHED TO THE SUBSTRATE AT BOTH ENDS.
3. NON -INTERSECTED MULL BARS CAN BE ATTACHED
TWIN TRIPLE TRANSOM OVER TWIN TRANSOM OVER TRIPLE TO THE SUBSTRATE AND OTHER MULL BARS.
VERTICAL MULLION VERTICAL MULLION VERTICAL MULLION VERTICAL MULLION
TWIN TRIPLE TWINITRIPLE
MULLION
HORIZONTAL MULLION HORIZONTAL
MULLION HORIZONTAL ION
OPEN
SIZE
03
7 J J Z
W Z L
ai
I FI I o IL es- OPENING SIZE-- i --I OPENING SIZE OPENING SIZE OPENING SIZE I L II I L II II MULL LENGTH --I T Imo --MULL LENGTH -( MULL LENGTH
F- F"-- ---i -�I h�
WINDOW SYSTEMIS
1900 SW 44TH AVE.
OCALA, FLORIDA 34474
WWW.CwS.CC
3" PVC
MULL BAR
IMPACT
4/27/2015
LUCAS A. TURNER, P.E.
FL PE # 58201
1239 JABARA AVE.
NORTH PORT, FL 34288
PH. 941-380-1574
SHEET DESCRIPTION:
DP CHARTS
NON -INTERSECTED
ADE 09/27/12
OG p: REV.:
CWS-836 A
ALE' SHEET
1:1 2 OF 10
Pressure Chart (PSF) for INTERSECTED Impact PVC 3"Mullion H-1758, with 1522 clips using four (4) #10 Screws into WOOD or METAL or 3/16" ITW Tapcons into SOLID CONCRETE or WOOD, or 1 i
with six (6) #10 Screws Into WOOD or METAL or 3/16' ITW Tapcons Into SOLID CONCRETE or WOOD per each end of mullion. HOLLOW or GROUT -FILLED BLOCK require 1/4" ELCO ULTRACONS.
DP CHART IS FOR:
INTERSECTED IMPACT 3" MULLION 1758, HORIZONTAL OR VERTICAL, USING EITHER (PER END):
1522 CLIPS
- (4) #10 SCREWS INTO WOOD or METAL
(4) 3/16" ITW TAPCONS or ELCO ULTRACONS INTO SOLID CONCRETE or WOOD
(4) 1/4" ELCO ULTRACONS INTO HOLLOW or GROUT -FILLED BLOCK
1767 CLIPS
- (6) #10 SCREWS INTO WOOD or METAL
- (6) 3/16" ITW TAPCONS or ELCO ULTRACONS INTO SOLID CONCRETE or WOOD
-(6) 1/4" ELCO ULTRACONS INTO HOLLOW or GROUT -FILLED BLOCK
TWINfrRIPLE HORIZONTAL MULLION
VERTICAL MULLION T
w
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rq
z ISINGLE1
F I OIN
_ _ _ _ _ o �TRIPLEI
L UNITS
I I L iBELOWi I
F _OPENING SIZE MULL LENGTH --I
WINDOW SYSTEMS
1900 SW 44TH AVE.
OCALA, FLORIDA 34474
WWW.OWS.CC
3" PVC
MULL BAR
IMPACT
N F
c, O
•�•••� Pp10REIV
• 5
�•GP; � OENgF,
v ' No 58201
STATE OF
LUCAS A. TURNER, P.E.
FL PE # 58201
1239 JABARA AVE.
NORTH PORT, FL 34288
PH. 941-380-1574
SHEET DESCRIPTION:
NOTES:
DP CHART
1. THE MULL BAR IN FOCUS FOR ANY GIVEN
INTERSECTED MULLS
CONFIGURATION IS SHOWN IN BOLD.
2. AN:INTERSECTED MULL BAR HAS OTHER MULL
DRAWN BY:
DATE:
BAR(S) ATTACHED TO IT (SHOWN IN DASHES)
ADE
09/27/12
THROUGH THE USE OF MULL BAR CLIPS. AN
owe #:
REV.:
INTERSECTED MULL BAR WILL ALWAYS BE
ATTACHED TO THE SUBSTRATE AT BOTH ENDS.
CWS-836
A
3. NON -INTERSECTED MULL BARS CAN BE ATTACHED
SCALE:
SHEET
TO THE SUBSTRATE AND OTHER MULL BARS.
1;1
3 10
LINE ITEMS NOT USED:
5-6, 12
x
-USE WOOD SCREW SIZE (A10 OR #12), SPECIFIED IN WINDOW UNIT APPROVAL DOCUMENT
13/4'1
7/16°
1/2' 11/16°
1!2'
F
11
10
1 1/4' 9
1/16'
1/16'
DRIP CAP S-1895895
MULLION INTERIOR
COVER S-6018
FLANGE ADAPTER 8-1896
1
LIII I
TOP VIEW
2 13/16° 1/8°
LO
zs'a ' —
3° MULLBAR H-1758
T_ 7
1 3/16' 1/8'
MULLION CUP S-1897
LJ
A
SCORE, BEND AND BREAK
TO REMOVE FIN FOR FRAME
ATTACHEMENT TO MULL BAR
DETAIL A
TYP. FIN FRAME 3:1
NOTE: ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED.
0 1a
FRAMETYPE
OPENING
MULLBARf
(F-1522-XXX
FLANGE
NEW
F-1522-013
RETRO
F-1522-006
FIN
NEW
F-1522-013
RETRO
F-1522.013
f
BOX
NEW
NOT RECOMMEI
RETRO
F-1522.006
14
2 1/4°
L 4 7/8'
F-1522 - 013
NEW CONSTRUCTION / FIN INSTALLATION
2
" MULLBAR CLIP
(F-1767-
// �/7CCbi�j/11TKy/J•L/�{/�
WINDOW SYSTEMS jLj (jj�J
1900 SW 44TH AVE.
OCALA, FLORIDA 34474
WWW.CWS.Cc
F-1767-001
-001
F-1767-001
F-1767-004(L&R)
F-1767-004(L&R)
F-1767-001
3" PVC
MULL BAR
IMPACT
F-1767-001
00
1
2 3/16'
1/8'
f� 4716'--�I
F-1522-006
RETRO / FLANGE CLIP
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V LD
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a a
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cn
4/27/2015
LUCAS A. TURNER, P.E.
FL PE # 58201
1239 JABARA AVE.
NORTH PORT, FL 34288
PH. 941-380-1574
SOM AND EXTRUSIONS
ADE
09/27/12
/G M:
REV.:
CWS-836
A
ALe
SHEET
12
4 OF 10
FRAME TYPE OPENING
"T" MULLBAR CLIP
"L" MULLBAR CLIP
I
(F-1522-XXX)
(F-1767-XXX)
299MO
NEW
FLANGE
F-1522-013
F-1767-001
RETRO
F-1522.006
F-1767-001
1900 SW 44TH AVE.
NEW
F-1522.013
F-1767-004(L&R)
, FLORIDA 34474
FIN.
WWW
RETRO
F-1522-013
F-1767-004(L&R)
NEW
NOT RECOMMENDED
F-1767-001
BOX RETRO
F-1522-006
F-1767-001
3" PVC
MULL BAR
IMPACT
I
I
~
1 18 I
N
�
I
o
m
I
u�1
r-2 3/4"
2 1/4"
U
cn
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I
a
fA
I
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1 518" (2 3/4°)
2 7/16"
a
cr
a
[t
318° (2X)
a
W
a
z
I 7/16° THRU (TYP) 1/4' THRU (TYP)
i 1/z'
�I�{n�ptt
I OUTSIDE
L 1/4" (TYP) 7/16" (TYP)
3/8' CDI
v t� No 58201
15/8" (23/49 1518' I
3'CD
I
x�
6 7/8'
4/27/2015
LUCAS A. TURNER, P.E.
1!z'
2 3/4' 2 3/4' I 'L" ANGLE T STANDARD MULL CLIP - F-1767-001
r—
FL PE # 58201
I
1239 JABARA AVE.
6• 5•
NORTH PORT, FL 34288
•L• ANGLE T MULL CUP, FIN (LEFT) F-1767-004L °L• ANGLE 3' MULL CLIP, FIN (RIGHT) F-1767-004R
PH. 941-380-1574
OUTSIDE I
SHEET DESCRIPTION:
I
EXTRUSIONS
I
DRAWN BY:
DATE:
ADE
09/27/12
DWG N:
REV.:
CWS-836
A
I
scALE:
SHEET
I
1:2
5 OF 10
I I WIPIDOW SYSTEh1S
1900 SW 44TH AVE.
OCALA, FLORIDA 34474
W W W.CWS.CC
I I
3" PVC
MULL BAR
SEAL BEHIND FLANGE C= I APPLY SEALANT ALONG FULL o IMPACT
SEAL BEHIND FLANGE o I PRIOR LI ATTACHING LENGTH OF WINDOW FRAME
PRIOR TO ATTACHING TO MULLION p GROOVE PRIOR TO ATTACHING 2
TO MULLION 2 I i� I COVER
9 1 I 9 I 1 i 1 WW
it 11 it 11 N F
RN MUST BE REMOVED I C= ¢
[= I WHERE WINDOWS i
CONNECT TO MULL I }
I I wm�
I PLi O
I I a fA
I I Nz>
�A1 HORIZONTAL MULL BAR SECTION I A HORIZONTAL MULL BAR SECTION I �AIVERTICAUHORIZONTAL MULL BAR SECTION ccQ
s FLANGE FRAME WINDOW I s FIN FRAME WINDOW I s BOX FRAME WINDOW c
2
— -- -- - ---- - - --------I----- --- ---- - — ------------------ ---- ---------------- ¢O
I I z
I I APPLY SEALANT ALONG FULL ,,�1�1f1���t�J♦I
11 1 2 I 11 1 2 I LENGTH OF MULLBAR GROOVE ,�+o" P,WREW �,q♦♦r
PRIOR TO ATTACHING DRIP + 9 N G
ADAPTOR ++++Gp�.�YOENS�., Q�.rrr
I I u
No 58201
I FIN MUST BE REMOVED I 1
WHEREWINDOWS C 99O STATE OF :%��,4
CONNECT TO MULL I rrr p •,R� �p :\t1+++
I i OR
DETAIL A ♦�♦�S;oNA �E�:���
I 4/272016
SEAL BEHIND FLANGE I
SEAL BEHIND FLANGE 10 (SEE DETAILS) PRIOR TO ATTACHING 10 (SEE DETAILS) LUCAS A. TURNER, P.E.
PRIOR TO ATTACHING I TO MULLION I APPLY SEALANT ALONG FULL FL PE # 58201
TO OR TO A I I LENGTH OF MULLBAR GROOVE 1239 JABARA AVE.
PRIOR TO ATTACHING FLANGE NORTH PORT, FL 34288
ieIVERT'GAL MULL BAR SECTION I n VERTICAL MULL BAR SECTION I ADAPTOR 1 r PH. 941-380-1574
e FLANGE FRAME WINDOW I 0 FIN FRAME WINDOW I 1 SHEET DESCRIPTIDN:
i I L
I I SECTION VIEWS
MULLS
C= DRAWN BY: DATE:
ADE 09/27/12
DWG If: REV.:
I I 10 CWS-836 A
I I DETAIL B TCALE:
I I SHEET
1:2 6 OF 10
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0 0
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TOP VIEW
FIN FRAME
5" MULLBAR (H-1760)
(SEE SEPARATE APPROVAL FOR
APPROPRIATE DP CHARTS)
4" MULLBAR (H-1759)
(SEE SEPARATE APPROVAL FOR
APPROPRIATE DP CHARTS)
SEE NOTE 1 7 11l19" MAX..EDGE DISTANCE
1
SEE NOTE 1 7 WX MAX. EDGE DISTANCE
f
1
1 19 SEE NOTES 1 & 2 19 `1EEANCUP)TES 1 & 2
(1 EA./CUP)SEE NOTE 4 0
SEE NOTE 4 0
�C1 5" HOUIZ. T03" VERT. MULLBAR SECTION°�HO��I�ZQM3" VEIIRT. NUUW MULLBAR SECTION
SEE NOTE 1
SECTION VIEW A -A
11/16" MAX. EDGE DISTANCE
WINDOW SYSTEMS k
1900 SW 44TH AVE.
OCALA, FLORIDA 34474
W Ww.CWS.Cc
3" PVC
MULL BAR
IMPACT
N
O
No 58201
9:
9_$ STATE OF
19 SEE NOTES 1 & 2
(1 EAJCUP)
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SEE NOTE 4 0
4/27/2015
LUCAS A. TURNER, P.E.
�C13' HORIZ. TO 3"VERT. MULLBAR SECTION
OFI TGF t: WINIJUW
FL PE # 58201
1239 JABARA AVE.
NOTES
NORTH PORT, FL 3428B
PH. 941-380-1574
1. SLIDE CLIP INTO LOCATION AND SECURE WITH ITEMS 19 (CITY 1) AND 20 (OTY 1), AS
SHEET DESCRIPTION:
SHOWN ABOVE.
SECTION VIEWS
2. PRE -DRILLED HOLES (THRU "CUP 1897), BYTHE INSTALLER,
MULL INTERSECTIONS
MAY BE LOCATED AS NEEDED WHILE MAINTAINING A MINIMUM CLIP EDGE DISTANCE
OF 9/32' AND A MINIMUM CENTER TO CENTER SPACING OF 1/2'.
DRAWN BY:
DATE:
3. THE ABOVE SECTIONS APPLY TO ALL MULLBAR-TO-MULLBAR CONNECTIONS,
ADE
09/27/12
REGARDLESS OF ORIENTATION (i.e., HORIZONTAL OR VERTICAL). THE FULL LENGTH
DWG N:
REV.:
MULL MUST BE THE SAME DEPTH, OR GREATER, THAN THE INTERSECTING MULL
CWS-836
A
4. INTERIOR MULL ANCHOR ATTACHMENT SCREW THRU VERTICAL MULL INTO MULL
sDALE:
SHEET
CLIP. PRE -DRILL PILOT HOLE THRU ALL MATERIAL.
1:2
7 OF 10
R
2
w
0
TWIN
F-- OPENING SIZE
TWIN
HORIZONTAL MULLION
�-- MULL LENGTH
TRIPLE
MULLION
rVERTICAL
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OPENINGSIZE ~ L
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TRIPLE
HORIZONTAL MULLION
2
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I-=MULLLENGTH —4
TRANSOM OVER TWIN TRANSOM OVER TRIPLE
VERTICAL MULLION VERTICAL MULLION
OPENING SIZE
NOTES:
1. THE MULL BAR IN FOCUS FOR ANY GIVEN
CONFIGURATION IS SHOWN IN BOLD.
2. AN INTERSECTED MULL BAR HAS OTHER MULL
BAR(S) ATTACHED TO IT (SHOWN IN DASHES)
THROUGH THE USE OF MULL BAR CLIPS. AN
INTERSECTED. MULL BAR WILL ALWAYS BE
ATTACHED TO THE SUBSTRATE AT BOTH ENDS.
3. NON -INTERSECTED MULL BARS CAN BE ATTACHED
TO THE SUBSTRATE AND OTHER MULL BARS.
TWIN?RIPLE
HORIZONTAL MULLION
TWIN/TRIPLE
HORIZONTAL MULLION
VERTICAL MULLION
T
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ISINGLEI
OSIZENG 2
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2
a.
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I TWIN
OR
I TRIPLE I
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L
-- —
--
0
L
UNITS
iBELOW
I
F---OPENING SIZE
I
MULL LENGTH --I
MULLLENGTH I i
NOTES:
1. AT MULLION LOCATION, ATTACH WINDOW UNIT(S) TO MULLBAR THRU FRAME AS SPECIFIED IN WINDOW UNIT APPROVAL DOCUMENTS. IF ALUMINUM ATTACHMENT IS NOT SPECIFIED IN THE WINDOW UNIT APPROVAL
DOCUMENTS, FOLLOW THE ANCHOR SPACING AS INDICATED IN THE WINDOW APPROVAL FOR ATTACHMENT TO WOOD SUBSTRATE, USING A HEX WASHER HEAD TEK SCREW OF THE SAME SIZE (#10 OR #12) AS THE
WOOD SCREW INDICATED IN THE WINDOW APPROVAL. TEK SCREWS SHALL BE LONG ENOUGH TO ENSURE THREE (3) THREADS OF PENETRATION BEYOND THE INSIDE WALL OF MULLBAR.
2. MULL CLIP INSTALLATION ANCHOR TYPE, SIZE, SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS, SEE TABLE 1, SHEET 9.
3. ALL MULL CLIP INSTALLATION ANCHORS MUST BE MADE OF OR PROTECTED WITH A CORROSION RESISTANT MATERIAL OR COATING. DISSIMILAR METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED
WOOD MUST BE PROTECTED TO PREVENT REACTION.
4. INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE
MINIMUM SPECIFIED IN TABLE 1, SHEET 9.
5. ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO. FOR CONCRETE/CMU OPENINGS, EMBEDMENT SHALL BE BEYOND WOOD BUCKS, IF USED, INTO SUBSTRATE -1 X BUCKS
ARE OPTIONAL.
6. A MINIMUM CENTER -TO -CENTER SPACING SHALL BE MAINTAINED AS INDICATED BY THE PRE -DRILLED HOLES AS SHOWN IN THE CLIP LAYOUTS ON SHEETS 4-5.
7. WOOD OR MASONRY OPENINGS, BUCKS AND BUCK FASTENERS SHALL BE PROPERLY DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD AND INSTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE.
SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET, SHEET 9. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED.
8. SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS:
FMA/AAMA 100(FIN WINDOWS), FMA/AAMA 200(FLANGE WINDOWS), FMA/WDMA 250(BOX WINDOWS), FMA/AAMAMDMA 300(EXTERIOR DOORS)
aggobw
WINDOW SYSTEMS ffil
1900 SW 44TH AVE.
OCALA, FLORIDA 34474
WWW.CWS.CC
3" PVC
MULL BAR
IMPACT
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LUCAS A. TURNER, P.E.
FL PE # 58201
1239 JABARA AVE.
NORTH PORT, FL 34288
PH. 941-380-1574
CONFIGURATIONS AND
ANCHORAGE NOTES
ADE 09/27/12
VG N:
CWS-836 A
ALE' SHEET
1:1 B OF 10
1900 SW 44TH AVE.
OCALA, FLORIDA 34474
WWW.CWS.CC
3" PVC
MULL BAR
IMPACT
RETRO FIT
"L" ANGLE MULL BAR CLIP
m
MULL BAR CLIP TWO REQ'D PER EACH END OF MULL
If
MULL BAR
.. MULL BAR
N
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INSTALLATION ANCHOR
'J� INSTALLATION ANCHOR
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SEE TABLE 1
SEE TABLE 1
cl
SEALANT ALONG
- - - -
ADD STRUCTURAL ELEMENTS
SEALANT ALONG
L ADD STRUCTURAL ELEMENTS
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`
OUTSIDE EXPOSED
—
AS REO'D TO MAKE LEVEL FOR
OUTSIDE EXPOSED
— AS REO'D TO MAKE LEVEL FOR
Q
U.EDGE
BY INSTALLER
MULL BAR
EDGE BY INSTALLER
MULL BAR
N
Z
PERIMETER SEALANT
PERIMETER SEALANT
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BYINSTALLER
INSIDE AND OUT
MIN. EMBEDMENT
BY INSTALLER
INSIDE AND OUT
MIN. EMBEDMENT
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SEE TABLE 1
SEE TABLE 1
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SUBSTRATE BY OTHERS
SEE TABLE 1
SUBSTRATE BY OTHERS
SEE TABLE 1
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MIN. EDGE DIST. MIN. EDGE DIST.
SEE TABLE 1
SEE TABLE 1
�1 VERTICAL SECTION rE\ VERTICAL SECTION
TYPICAL ANCHORAGE
JAMBSGE (RETRO
OR
9 HAD LJAMBSNGE (SIMILAR
REW
'
OE
HEAD AND SIMILAR FLANGE INSTALLATION
ANDICAL
FOR FLANGE INSTALLATION
e`ANCHORAGE,�5r..........
i.
TABLE 1: APPROVED MULL CLIP INSTALLATION FASTENERS
SUBSTRATE TYPE
ANCHOR TYPE
MIN. EMBEDMENT
MIN. EDGE DIST.
CONCRETE (2.0 KSI MIN.)
3/16" nW TAPCON
1"
3"
CONCRETE (2.85 KSI MIN.)
3/16" ELCO ULTRACON
1-3/4"
1"
HOLLOW or GROUT -FILLED CMU (ASTM C-90)
1/4" ELCO ULTRACON
1-1/4"
2-1/2"
2XMIN. SOUTHERN PINE (G=0.55)
3/16" ITW TAPCON
OR ELOO ULTRACON
1-3/8"
7/8"
2XMIN. SOUTHERN PINE (G=0.55)
1#10 WOOD SCREW
1-3/B"
7/8"
16 GAUGE (0.060") MIN. STEEL STUD
(33 KSI YIELD MIN)
#10-16 HILTI KWIK-FLEXOR RW
TEKS SELF-DRILLNG SCREW
FULL THREAD
THRU 0.060"
7/16"
1/8" ALUM. (6063-75 MIN.) OR
1/8" STEEL (33 KSI MIN.)
#10 GRADE 5 SELF -TAPPING /
DRILLING SCREW
FULL THREAD
THRU 0.126.
7/16"
NOTES:
1. BOX FRAME MULL INSTALLATION SIMILAR TO FLANGE FRAME.
2. SILL STOOL MUST BE FLUSH AGAINST INSIDE. OF MULLED WINDOWS
AFTER INSTALLATION.
3. RECESS RETRO MULLION CLIP 3/8" MAX. FOR CLEARANCE OF WINDOW
UNIT AS NEEDED.
4. FOUR (4) ANCHORS REQUIRED PER -r MULL CLIP, SEE SHEETS 2-3.
THREE (3) ANCHORS REQUIRED PER "L" MULL CLIP, SEE SHEETS 2-3.
S. SEAT MULLION TIGHT TO MULL CLIP.
6. FOR ANCHORAGE DETAILS FOR THEWINDOW, REFER TO THE WINDOW
SPECIFIC INSTALLATION DETAILS.
z:z.
4/27/2015
LUCAS A. TURNER, P.E.
FL PE # 58201
1239 JABARA AVE.
NORTH PORT, FL 34288
PH. 941-380-1574
EET DESCRIPTION:
INSTALLATION DETAILS
FLANGE
RAWN BY: DATE:
ADE 09/27/12
WGd: REV.:
CWS-836 A
LaLE: SHEET
1:2 9 OF 10
J
RETRO FIT
MULL BAR CLIP
MULL BAR
i
1� _ 'I INSTALLATION ANCHOR
Q I SEE TABLE 1, SHT 9
i II
"L° ANGLE CLIP
TWO REO'D PER EACH END OF MULL
MULL BAR
ff II
JL!!
IF = INSTALLATION ANCHOR
SEE TABLE 1, SHT 9
SEALANTALONGE
-
SEALANT ALONGE
J
OUTSIDE EXPOSED
OUTSIDE EXPOSED
°.d..
EDGE BY INSTALLER
ob°o
EDGE BY INSTALLERLu
EXTERIOR FINISH
MIN, EMBEDMENT
EXTERIOR FINISH
�o;i
MIN. EMBEDMENT
BY OTHERS
PERIMETER SEALANT
• oe
- -
SEE TABLE
1, SHT 9
BY OTHERS
PERIMETER SEALANT
; "1.;
-
SEE TABLE
1, SHT 9
BY INSTALLER
BY INSTALLER
INSIDE AND OUT
INSIDE AND OUT
SUBSTRATE BY OTHERS
SUBSTRATE BY OTHERS
SEE TABLE 1, SHT 9
o•
SEE TABLE 1, SHT 9
�';.�'
°
MIN. EDGE DIST.
MIN. DIST.
F
VERTICAL SECTION
SEE TABLE 1, SHT e
G
VERTICAL SECTION SEE TABLEEDGE 1, SHT 9
tD
TYPICAL FIN (RETRO FIT) ANCHORAGE
1D
TYPICAL FIN ("L" ANGLE) ANCHORAGE
HEAD AND JAMBS SIMILAR FOR FIN INSTALLATION
HEAD AND JAMBS SIMILAR FOR FIN INSTALLATION
WINDOW SYSTEMS 4
1900 SW 44TH AVE.
OCALA, FLORIDA 34474
WWW.CWS.CC
3" PVC
MULL BAR
IMPACT
m
LL
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N
Q
W
IL
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a
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z,-7
4/27/2015
LUCAS A. TURNER, P.E.
NOTES:
FL PE # 58201
1239 JABARA AVE.
1. SILL STOOL MUST BE FLUSH AGAINST INSIDE OF MULLED WINDOWS
AFTER INSTALLATION.
NORTH PORT, FL 34288
PH.941-380-1574
2. RECESS RETRO MULLION CLIP 3/8" MAX. FOR CLEARANCE OF WINDOW
UNIT AS NEEDED,
SHEET DESCRIPTION:
INSTALLATION DETAILS
FIN
3. FOUR (4) ANCHORS REQUIRED PER "T' MULL CLIP, SEE SHEETS 2.3.
THREE (3) ANCHORS REQUIRED PER "L" MULL CLIP, SEE SHEETS 2-3.
DRAWN BY:
ADE
DATE:
09/27/12
4. SEAT MULLION TIGHT TO MULL CLIP.
owo a:
REV.:
5. FOR ANCHORAGE DETAILS FOR THE WINDOW, REFER TO THE WINDOW
OWS-836
A
SPECIFIC INSTALLATION DETAILS.
SCALE:
SHEET
12
10 OF 10