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Product Approval Menu>Product or Application Search>Application List>Application Detail
U NN p sal FL# FL9520-R6
Application Type Revision
Code Version 2014
Application Status Approved
Comments
Archived
is ri
Product Manufacturer Custom Window Systems Inc.
I ,
Address/Phone/Email 1900 SW 44th Avenue
Ocala, FL 34474
(352) 368-6922 Ext 245
kpine@cws.cc i
Authorized Signature Kevin Pine
kpine@cws.cc
i
Technical Representative Erin Koss
Address/Phone/Email 1900 SW 44th Ave.
Ocala, FL 34474
(352) 368-6922 Ext 291
ekoss@cws.cc
Quality Assurance Representative ]ay Lathrop
Address/Phone/Email 1900 SW 44th Ave.
Ocala, FL 34474
(352) 368-6922 Ext 291
jlathrop@cws.cc
Category Windows
Subcategory Mullions
I
Compliance Method Evaluation Report from'a Florida Registered Architect or a Licensed
Florida Professional Engineer
Evaluation Report-Hardcopy Received
Florida Engineer or Architect Name who developed Lucas A.Turner
the Evaluation Report
Florida License PE-58201
Quality Assurance Entity Keystone Certificationsp Inc.
Quality Assurance Contract Expiration Date 07/21/2020
Validated By Steven M. Urich, PE
d= Validation Checklist- Hardcopy Received
i
Certificate of Independence FL9520 R6 COI EvalReo CWS-836A(3 in Mull.IMP).odf
i
i
Referenced Standard and Year(of Standard) Standard Year
AAMA 450-06 2006
ASTM E1886-05 2005
ASTM E1996-09 2009
PA TAS 201/202/203 1994
Equivalence of Product Standards
Certified By
httpsJAvww.floridabOlding.orglpr/pr app o.aspx?param=wGEVXQwtDgvlHvmuJRWcZI2gTuypublN2aqRxz26Lpc`/o3d 1/2
11/312017 Florida Building Code Online
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
Date Revised 09/29/2017
Summa of Products
FL# Model,Number or Name Description
9520.1, 3"Alum.Tube Mullion 3"Alum.Tube Mullion, Horizontal &Vertical, Fn&Flange
applications. (IMPACT)
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL9520 R6 II CWS-836A(3 in Mull. IMP).pdf
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 FL9520 R6 AE EvalRep CWS-836A(3 in Mull.IMP).Ddf
and Evaluation Report for complete list of Limitations and Created by Independent Third Party: Yes
Conditions of Use. "
9520.2 4"Alum.Tube Mullion 4"Alum.Tube Mullion, Horizontal &Vertical, Fn&Flange
applications. (IMPACT.)
Limits of Use Installation'Instructions
Approved for use in HVHZ:Yes FL9520 R6 II CWS-837A(4 in Mull, IMP).pdf
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 FL9520 R6 AE EvalRep CWS!
837A(4 in Mull.IMP).Ddf
and Evaluation Report for complete list of Limitations and Created by Independent Third Party: Yes
Conditions of Use.
9520.3 5 1/2"Alum.Tube Mullion 5 1/2"Alum.Tube Mullion, Horizontal &Vertical, Fn&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 FL9520 R6'AE EvalRep CWS-838A(5.5 in Mull. IMP).Ddf
and Evaluation Report for complete list of Limitations and Created by Independent Third Party: Yes
Conditions of Use.
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Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824
The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida. ::Privacy Statement i::Accessibility Statement::Refund Statement
Under Florida law,email addresses are public records.If you do not want your e-mail address released In response to a public-records request,do not send electronic
mall to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.-Pursuant to Section
455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address If they have
one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a
personal address,please provide the Department with an email address which can be made available to the public To determine if you are a licensee under Chapter
455,F.S.,please dldc here.
Product Approval Accepts:
fagQ eCteck '
Credit Card.
Safe
htipsJ/www.floridabUlding.orgtpr/pr app o.aspx?param=wGEVXQwtDgvlHvmuJRWcZ12gTuypub1N2agRxz26Lpcg/o3d 212
GENERAL NOTES:
3" PVC MULL BAR - LARGE MISSILE IMPACT 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH Vypyppyy gyyTp pgg
SHOWN w/DIFFERENT OPTIONS THE FLORIDA BUILDING CODE(FBC),CURRENT EDITION INCLUDING THE HIGH 1900 SW 44TH AVE.
VELOCITY HURRICANE ZONE(HVHZ)AND IS RATED FOR WIND ZONE 4 MISSILE LEVEL 1900 S 44TH FLORIDA 34474
D IMPACT USE AS DEFINED IN ASTM E 1996 PER THE FBC. OCAWWW;CW OCC
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 331/3%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.
O 5.PRODUCT APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE NOT REQUIRED.
6.DESIGN PRESSURE OF MULLED UNITS SHALL BE CONTROLLED BY THE LESSER o
ANCHOR CLIP
DESIGN PRESSURE OF THE MULLION OR THE INDIVIDUAL WINDOW UNITS.
— ——————— —————--- ANCHOR CLIP
A C 7.DESIGN PRESSURES AND INSTALLATION DETAILS SHOWN IN THIS DOCUMENT w m
6 17 APPLY ONLY TO THE MULLION.WINDOWS MUST BE APPROVED UNDER SEPARATE fn
APPROVAL. Z
eO LL O B O 0 8.RESPONSIBILITY OF SELECTING FENESTRATION PRODUCTS TO MEET ANY v
APPLICABLE LOCAL LAWS,BUILDING CODES,ORDINANCES OR OTHER SAFTEY N Z W
REQUIREMENTS RESTS SOLEY WITH THE ARCHITECT,ENGINEER OF RECORD, w O ¢
BUILDING OWNER OR CONTRACTOR. o a
9.SINGLE UNITS TO BE MULLED ARE NOT LIMITED TO THOSE SHOWN IN THIS a U
DRAWING. SINGLE UNITS TO BE MULLED TOGETHER MUST BE MANUFACTURED BY a. W
X X X CUSTOM WINDOW SYSTEMS,INC.AND MUST BE MADE OUT OF VINYL PVC OR
EXTRUDED ALUMINUM. ¢ Z
4 4 14 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 REW
rrrrrrr
G F E D SHOWN HERE IN. ��`4` C PNGENS•TGQ++++
10 10 9 g ANCHOR CLIP 11.HORIZONTAL MULLION SHALL EXTEND THE ENTIRE WIDTH OF THE MULLED UNIT.
VERTICAL MULLION IS USED TO MULL SIDE BY SIDE UNITS TOGETHER. �; No 58201 ••.�7�i
EXAMPLE HORIZ(.VERT.MULLION yt
FOR SECTION VIEW ONLY '
ANCHORCLIP STATE OF
Lucas A.Turner 0"0, 4.0 R 10 N
2015-04-27 ++rri�`S/O ......
--- - - - -- 21000400
I II I X�
I " I 4/27/2015
LUCAS A.TURNER,P.E.
- - FL PE#58201
1239 JABARA AVE.
NORTH PORT,FL 34288
— - ---
- -- - - ---- --- - - -- -- ---- --- -
---PH.941-380- 74
- ----
I X X 1 SHEET DESCRIPTION:
I II 1
TABLE OF CONTENTS GENERAL NOTES AND
ELEVATIONS
GENERAL NOTES&ELEVATIONS...............1 -- -- -- -- DRAWN BY: DATE:
DP CHARTS.................................................2-3 ADE 09/27/12
BOM&EXTRUSIONS.....................................4 ANCHOR CLIP
EXTRUSIONS.................................................5 DWG#: REV.:
SECTION VIEWS........................................6-7 EXAMPLE VERTICAL MULLION FOR CWS-836 A
CONFIGURATIONS&ANCHOR NOTES.......8 PVC WINDOWS FOR SECTION VIEWS ONLY SCALE:
INSTALLATION DETAILS..........................9-10 SHEET
125 1 OF10
Design Pressure Chart(PSF)for NON-INTERSECTED Impact PVC 3"Mullion H-1758,with 1522 clips using four(4)#10 Screws into WOOD or METAL or 3/16"ITW Tapcons or ELCO ULTRACONS into SOLID CONCRETE �7
or WOOD per each end of mullion. HOLLOW or GROUT-FILLED BLOCK require 1/4"ELCO ULTRACONS. (/ T)/7(�a�i//i1TKN)•
OPENING SIZE(in.) WVIN(yt�(�)W(LSIU/UUN(!S
39 1 45 51 57 63 69 753/8 81 87 93 99 1073/8 114 120 126 132 138 1453/8 1900 SW 44TH AVE.
37 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 OCALA,FLORIDA 34474
e 423/4 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 WWW.CWS.CC
483/4 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
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 85.0 65.0 3„PVC
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
LuM72
80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 78.9 76.6 74.8 72.5 65.0 65.0 MULL BAR
65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65:0 65.0 s5.a IMPACT
65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 63.5
65.0 65.0 65.0 65.0 65.0 65.0 65.0 64.9 61.7 59.1 56.9 53.7
DP CHART IS FOR: N a
NON-INTERSECTED IMPACT 3"MULLION 1758,HORIZONTAL OR VERTICAL,USING(PER END): o
1522 CLIPS
-(4)#10 SCREWS INTO WOOD or METAL w m
-(4)3/16"ITW TAPCONS or ELCO ULTRACONS INTO SOLID CONCRETE or WOOD
-(4) 1/4"ELCO ULTRACONS INTO HOLLOW or GROUT-FILLED BLOCK
LL 0
____________________________________________________________________ D
N Z W
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 w O oC
WOOD per each end of mullion.HOLLOW or GROUT-FILLED BLOCK require 1/4"ELCO ULTRACONS. o a
OPENING SIZE(In.) a U
39 1 45 51 57 63 69 753/8 81 87 93 99 107318 114 120 126 132 138 1453/8 a w
37 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
c 423/4 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 ¢ z
483/4 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
puupq
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 ��� ORE r4�r
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 O`g P'N......N�.
63 80.0 80.0 80.0 80.0 80.0 60.0 80.0 80.0 80.0 80.0 80.0 80.0 65.0 65.0 .`C �� 4$*
65 65.0 1 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 No 58201 :.P
68 65.0 1 65.0 65.0 1 65.0 65.0 65.0 65.0 65.0 65.0 1 65.0 65.0 1 65.0
72 65.0 1 65.0 65.0 1 65.0 65.0 65.0 65.0 64.9 61.7 1 59.1 1 56.9 1 53.7
SV. STATE OF
NON-INTERSECTED DP CHART IS FOR: IMPACT 3"MULLION 1758,HORIZONTAL OR VERTICAL,USING(PER END): NOTES: ''�i��FSti C O R tp P�N
1776 CLIPS - _ - - _- - - -- _-- - _- - 1 - - - --- __ ---= rSrOA -
THE MULL BAR IN FOCUS FOR ANY GIVEN
*"'111119111,
���
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) X
THROUGH THE USE OF
-(6) 1/4"ELCO ULTRACONS INTO HOLLOW or GROUT-FILLED BLOCK TE BAR MULL BAR CLIPS.E 4/27/2015
- -- - -- - - - -- ------------- - -- ATTACHED TO THESUBSTRATEAT BOTH ENDS.- _ LUCAS A.TURNER,P.E. .
3.NON-INTERSECTED MULL BARS CAN BE ATTACHED FL PE#58201 .
TWIN TRIPLE TRANSOM OVER TWIN TRANSOM OVER TRIPLE TO THE SUBSTRATE AND OTHER MULL BARS. 1239 JABARA AVE.
VERTICAL MULLION VERTICAL MULLION VERTICAL MULLION VERTICAL MULLION NORTH PORT,FL 34288
'j� 7-- - -- - - --=- -- - - TWIN - -- TRIPLE---- - -TWINrrRIPLE_ _ PH.941-380-1574 - -
I` I HORIZONTAL MULLION HORIZONTAL MULLION HORIZONTAL MULLION SHEET DESCRIPTION:
= T DP CHARTS
r r W NON-INTERSECTED
N OPEZNIING MULLS
co
DRAWN BY: DATE:
co
J J z L ADE 09/27/12
a.
L L I LI I I II L I75W-G# REV.:
CWS-836
A0-IMULLLENGTH I scALE: SHE
ET
OPENING SIZE_ - OPENINGSIZEI - OPENING SIZE OPENING SIZE MULL LENGTH
1:1 2 OF 10
Design 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 1776 clips
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.
OPENING SIZE(in.) V--N(lfiRillDOl W SYSTEMS
39 45 51 57 63 69 753/8 81 87 93 99 1103/8 114 120 126 132 138 145318. 1900 SW 44TH AVE.
37 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 OCALA,FLORIDA 34474
e 423/4 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 WWW.CWS.CC
483/4 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0
53 Y/8 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 3"PVC
w 57 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 48.1 MULL BAR
-+ M375
50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 49.4 47.3 IMPACT
50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 49.8 47.6
0 50.0 50.0 50.0 50.0 50.0 50.0 500 50.0 50.0 50.0 50.0 45.4 44.0
50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 46.8 44.0 40.0Lii
r'
DP CHART IS FOR: CD
`C a
INTERSECTED IMPACT 3"MULLION 1758,HORIZONTAL OR VERTICAL,USING EITHER(PER END):
1522 CLIPS w m
.(4)#10 SCREWS INTO WOOD or METAL
-(4)3/16"ITW TAPCONS or ELCO ULTRACONS INTO SOLID CONCRETE or WOOD O z
-(4) 1/4"ELCO ULTRACONS INTO HOLLOW or GROUT-FILLED BLOCK a
Ln
1767 CLIPS ¢ p W
-(6)#10 SCREWS INTO WOOD or METAL w LD or
-(6)3/16"ITW TAPCONS or ELCO ULTRACONS INTO SOLID CONCRETE or WOOD a a
-(6) 1/4"ELCO ULTRACONS INTO HOLLOW or GROUT-FILLED BLOCK a v
o w
o
¢ z
0puuitrq
,,,�%, OREW
TWIN/TRIPLE HORIZONTAL MULLION 4* y10 B N 3F•;'p2�i�i
VERTICAL MULLION r �.Ji�' No 58201 �"•1�
N
STATE OF
rn �
z --- -- z ISINGLE1 6".COR1C?P"�=+`,
z TWIN
Lu OR IONA%-
---- -- ---- ----- -
-- -- lo- - TRIPLE
L L IBELIOWI 4/
27/2015
- - - - - - - --- - - - - - -
----- - -- --- - ----- - - ---- - - -
- - - - - - -
- - - - - ---- - -'r<-OPENING SIZE- - ------ -----�-MULL LENGTH- -�---- ------� - - - - -
- - -- - - 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 D a: 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 01710
ITEM PART# DESCRIPTION "T'MULLBAR CLIP "L"MULLBAR CLIP
FRAME TYPELRETRO
���� �
1 H-1758 13/8"x 3"MULLION TUBE LINE ITEMS NOT USED: (F-1522-XXX) (F-1767-XXX)
2 #10 OR#12 HEX WASHER HEAD TEK SCREW'(see note below) 5-6,12 F-1522.013 F-1767-001
3 #10 x 1 1/2",PANHEAD PHILIPS ZINC FLANGE VdINOOVd SYSTEMS
4 #10 FLAT WASHER F-1522-006 F-1767-001 1900 SW 44TH AVE.
F-1522.013 F-1767.004(L&R) OCALA,FLORIDA 34474
7 S-1897 MULLIONCLIP FIN WWW.CWS.CC
8 SEALANT F-1522-013 F-1767-004(L&R)
9 1 S-1895 IDRIP CAP NEW NOT RECOMMENDED F-1767-001
10 S-1896 FLANGE ADAPTER BOX RETRO F-1522-006 F-1767-001 3"PVC
11 S-6018 MULLION INTERIOR COVER
MULL BAR
13 P-3486 MULL BAR CAP
14 F-1522-013 3"SLOTTED NEW CONTRUCTION FIN MULL CLIP IMPACT
15 F-1522-006 3"SLOTTED T-CLIP
16 F-1767-001 L-ANGLE 3"MULL CLIP,STANDARD
17 F-1767-004L L-ANGLE 3"MULL CLIP,FIN,LEFT N
18 F-1767-004R I L-ANGLE 3"MULL CLIP,FIN,RIGHT o 0
19 #10 HEX WASHER HEAD TEK SCREW
20 #10 FH TEK SCREW }
USE WOOD SCREW SIZE(#10 OR#12),SPECIFIED IN WINDOW UNIT APPROVAL DOCUMENT w m
L) Z
°LL° O
3/4, 1/2" 9/32•. I--,7116'1 17/16" j
cc
7/16'�� t l I I I N (Lu'
11 1 1� 10 1/2"TL-If�f,-��---i9'� � �, w �
a d
L 1/16'
1/16" 1/16" DRIP CAP S-1895 1 13/16" (115/16.)
1 13/16" 3/8"
cp
MULLION INTERIOR 18/16" a w
COVER S-6018 FLANGE ADAPTER S-1896 2 7/16, ]/ = O
111/16" (17/8") Q z
I I1316" I II I 0 iL`L(TYP) �ti��f�Ulgr�
TOP VIEW 27/16" 15/16" ``,JG .�GEAIS�•.;Q2S�i
No 58201 1-P
213/16" -118,
5/8"
21/16" ►.
- ^ L STATE OF :��
1 3/4"---i--1 3/8"--1 1 ��OA.•
1 3/16 1/8" 2 3/16" �ii�,ss!p R'O,C1�`+��
3"MULLBAR H-1758 - -_ - - -- - - ------- - - - - - - - -- —--- - - - - - - -;00/0NA'-lk%%.
MULLION CLIP S-1897
14
-- -- --- - -- -- - -------- -- ------- - -- - - - - --- --- - -- - --- - - - -- -- -- - - -- - - - - -
4 718^ 4/27/2015
-- -- -- - - - - - 2.114^— --_- - _ LUCAS A.TURNER,P.E. -
F-1 FLAN 6 39 A#RA 01A
.RETRO/FLANGE CLIP 1239 JABARA AVE.
NORTH PORT, 34288
� PH.941-380-1-1 574
4 7/8" SHEET DESCRIPTION:
1 F-1522-013
J NEW CONSTRUCTION/FIN INSTALLATION BOM AND EXTRUSIONS
A SCORE,BEND AND BREAK DRAWN BY: DATE:
TO REMOVE FIN FOR FRAME
ATTACHEMENT TO MULL BAR ADE 09/27/12
DETAIL DWG#: REV.:
TYP.FIN FRAME 3:1
CWS-836 A
SCALE: SHEET
NOTE: ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED. 1.2 4 OF 10
'T'MULLBAR CLIP "L"MULLBAR CLI
FRAME TYPE OPENING P
I (F-1522-XXX) (F-1767-XXX) �T7n(�vf}//Dfyy()•
FLANGENEW F-1522-013 F-1767-001 WINDOW SYSTEMS
RETRO F-1522-006 F-1767-001 1900 SW 44TH AVE.
NEW F-1522-013 F-1767.004(L&R) OCALA,FLORIDA 34474
FIN RETRO F-1522-013 F-1 767-004(L&R) WWWCWS.CC
NEW INOTRECOMMENDED1 F-1767-001
BOX RETRO I F-1522-006 I F-1767-001 3"PVC
MULL BAR
I
IMPACT
I
I
1 1e I g o
I
I m
F- 2 3/4" 21/4" w CD
m ZO_
LL
V
�
LU
I �
1 5/8" 12 3/4") 2 7/16" a cr
d
¢ �
3/8•(2X) a w
O
1 7/16"THRU(TYP) 1/4"THRU(TYP) .
1 1/r ¢ z
OUTSIDE S�rtu+i+++++
I 1/4"(TYP) 7/16"(TYP)
Na. 318.
3/8° �.Ji: No 58201 '�11
1 5/8" l2 31a'1 15/8, 1 '-O'
:9STATE OF .-0
��
CD
1 z�
yr 112" I 6 7/8" - 4/27/2015
- LUCAS A.TURNER,P.E.
2 3/4" I "L"ANGLE 3"STANDARD MULL CLIP-F-1767-001 FL PE#58201
5• 5" 1239 JABARA AVE.
NORTH PORT,FL 34288
- - "L"ANGLE 3"MULL CLIP,FIN(LEFT)F-1767-004L - - ----- -"L•--ANGLE 3"MULL CLIP,FIN(RIGHT)F-1767-004R __ _ _ _ _ _____ ___ _ _ _ _. __ ___ _ __ -PH.941-380-1574
OUTSIDE SHEET DESCRIPTION:
EXTRUSIONS
I DRAWN BY. DATE:
ADE 09/27/12
DWG#: REV.:
CWS-836 A
6CALE: SHEET
1;2 5 OF 10
I I
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I I WINDOW sysTEwas
1900 SW 44TH AVE.
OCALA,FLORIDA 34474
W W W.CWS.CC
{ I
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MULL BAR
SEAL BEHIND FLANGE O I PRL BEHINDTO FLANGE
O I APPLY SEALANT ALONG FULL o IMPACT
PRIOR TO ATTACHING I TO MULLION LENGTH WINDOW FRAME 2
TO MULLION 2 I I' 2 GROOVE PRIOR
R TO ATTACHING COVER 1
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ADAPTOR
I U No 58201
I I O '.'*E * •i*
FIN MUST BE REMOVED
1 '%'P% STATE OF
WHERE WINDOWS
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4/2712015
__ _ __ _ _ _ I _ _ _SEAL BEHIND FLANGE I _ __ _ ____- -_LU A.-TURNER, - .- -
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PRIOR TO ATTACHING TO MULLION I APPLY SEALANT ALONG FULL FL PE#58201
TO MULLION I LENGTH OF MULLBAR GROOVE 1239 JABARA AVE.
PRIOR TO ATTACHING FLANGE NORTH PORT,FL 34288
ADAPTOR
B VERTICAL MULL BAR SECTION s IN FRAME WINDOW SHEET DESCRIPTION:
E A LL BAR RT'CSECTION - r O-1574-
e FLANGE FRAME WINDOW
I L
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I I MULLS
�O OOi DRAWN BY: DATE:
ADE 09/27/12
DWG#: REV.:
10 CWS-836 A
DETAIL B SCALE: SHEET
I 12 6 OF 10
WINDOW SYSTEFIS
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SEE NOTE 1 7 11/15_MAX.EDGE DISTANCE 11/1 MAX.E GE DISTANCE ^-n ;a`
SEE NOTE 1 7 1 6"MAX EDGE DISTANCE 1 SEE NOTE 1 7 1 ��O�. •�
9 STATE OF .W
19 SEE NOTES 1&2 19 SEE NOTES 1
1 19 SEE NOTES 1&2 (1 EAJCLIP) (1 EAJCLIP) �✓�'
(1 EA./CLIP) SEE NOTE 4 0 SEE NOTE 4 20 4/27/2015
SEE NOTE 4 0
C 5"HORIZ.T03"VERT.MULLBAR SECTION - C 4'HORIZ.TO$"VERT.MULLBAR SECTION ---_--- — - _-- C 3"HORIZ.T0.3'_VERT.MULLBAR SECTION _ _ _ LUCAS A.TURNER,P.E. _
7 F G FRAM I DO 7 7 FL PE#58201
1239 JABARA AVE.
NOTES: NORTH PORT,FL 34288
_ PH.941-3B0-1574
1. SLIDE CLIP INTO LOCATION AND SECURE WITH ITEMS 19(QTY 1)AND 20(OTY 1),AS SHEET DESCRIPTION:
SHOWN ABOVE
SECTION VIEWS
2. PRE-DRILLED HOLES(THRU HN CLIP 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#: 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 SCALE: SHEET
CLIP. PRE-DRILL PILOT HOLE THRU ALL MATERIAL. 1:2 7 OF 10
NOTES:
1.THE MULL BAR IN FOCUS FOR ANY GIVEN
CONFIGURATION IS SHOWN IN BOLD.
TWIN TRIPLE TRANSOM OVER TWIN TRANSOM OVER TRIPLE 2.AN INTERSECTED MULL BAR HAS OTHER MULL WINDOW SYSTEMS
VERTICAL MULLION VERTICAL MULLION VERTICAL MULLION VERTICAL MULLION BAR(S)ATTACHED TO IT(SHOWN IN DASHES) 1900 SW 44TH AVE.
j� THROUGH THE USE OF MULL BAR CLIPS. AN OCALA,FLORIDA 34474
INTERSECTED MULL BAR WILL ALWAYS BE WWW.CWS.CC
ATTACHED TO THE SUBSTRATE AT BOTH ENDS.
2 = 3.NON-INTERSECTED MULL BARS CAN BE ATTACHED
c�7 TO THE SUBSTRATE AND OTHER MULL BARS. 3"PVC
J J MULL BAR
IMPACT
Ij Ij J
L L
I I I II LII I LI �'
-- OPENING SIZE" OPENING SIZE OPENING SIZE—•i OPENING SIZE N ~
g
TWIN/TRIPLE HORIZONTAL MULLION w m
TWIN TRIPLE TWIN/TRIPLE VERTICAL MULLION p z
HORIZONTAL MULLION HORIZONTAL MULLION HORIZONTAL MULLION LL
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v l• No 58201 ' P
9O STATE OF 14uu
NOTES: ,
1:AT MULLION LOCATION,ATTACH WINDOW UNITS)TO MULLBAR'THRU'FRAME"AS SPECIFIED IN WINDOW UNIT APPROVAL DOCUMENTS-.IF-ALUMINUM ATTACHMENT IS NOT SPECIFIED IN THE W INDOW UNIT-APPROVAL - Oiin
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 `y r�
4/2
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. x7/2015
2.MULL CLIP-INSTALLATION ANCHOR TYPE,SIZE,SPACING AND EMBEDMENT SHALL BE AS SPECIFIED-IN THESE DRAWINGS,SEE TABLE 1.,SLUCAS A.TURNER,P.E
-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 FL PE#58201
WOOD MUST BE PROTECTED TO PREVENT REACTION. 1239 JABARA AVE.
NORTH PORT,FL 34288
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 PH.941-380-1574_
MINIMUM SPECIFIED IN TABLE 1,SHEET 9. SHEET DESCRIPTION:
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-1X BUCKS CONFIGURATIONS AND
ARE OPTIONAL. ANCHORAGE NOTES
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. DRAWN eY: DATE:
ADE 09/27/12
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. Mr.#: Rev.:
SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET,SHEET 9, CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. CWS-836 A
8.SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: SCALE: SHEET
FMA/AAMA 100(FIN WINDOWS),FMA/AAMA 200(FLANGE WINDOWS), FMA/WDMA 250(BOX WINDOWS),FMA/AAMAANDMA 300(EXTERIOR DOORS) 1 1 8 OF 10
WINDOW SYSTEMS
1900 SW 44TH AVE.
OCALA,FLORIDA 34474
W W W.CWS.CC
3"PVC
MULL BAR
IMPACT
RETRO FIT '"ANGLE MULL BAR CLIP
MULL BAR CLIP TWO REQ'D PER EACH END OF MULL
MULL BAR MULL BAR N Q
fir- �, = — = w m
INSTALLATION ANCHOR INSTALLATION ANCHOR
SEE TABLE 1 +� SEE TABLE 1 CO
711
I` _ ADD STRUCTURAL ELEMENTS _ Jcr=.`-': L ADD STRUCTURAL ELEMENTS m ZO
SEALANT ALONG - - -rJ�,= - AS REO'D TO MAKE LEVEL FOR SEALANT ALONG - _ AS REQ'D TO MAKE LEVEL FOR "
OUTSIDE EXPOSED — OUTSIDE EXPOSED — �* fA
EDGE BY INSTALLER MULLBAR EDGE BY INSTALLER MULL BAR N Z >
W
PERIMETER SEALANT PERIMETER SEALANT w O ir
BY INSTALLER BY INSTALLER
MIN.EMBEDMENT MIN.EMBEDMENT c a
INSIDE AND OUT SEE TABLE1 INSIDE AND OUT SEE TABLE 1 H U
¢ m
SUBSTRATE BY OTHERS SUBSTRATE BY OTHERS O
SEE TABLE 1 SEE TABLE 1
MIN.EDGE DIST. I MIN.EDGE DIRT. Z
4
SEE TABLE 1 SEE TABLE 1
D VERTICAL SECTION E VERTICAL SECTION ��trfr,tu+++++++
9 TYPICAL FLANGE(RETRO FIT)ANCHORAGE 9 TYPICAL FLANGE("L•ANGLE)ANCHORAGE �J`�,P ADRE14i T,
HEAD AND JAMBS SIMILAR FOR FLANGE INSTALLATION HEAD AND JAMBS SIMILAR FOR FLANGE INSTALLATION �� 5••'O£N
.`GPS•�-� SF•.'Q2 L
v: No 58201 •1.13
X90�• STATE OF • ��
4/27/2015
- -- - NOTES:
_ - - -- - - -- - -- - _ - LUCAS A.TURNER,P.E.-
FLPE
123399
1.BOX FRAME MULL INSTALLATION SIMILAR TO FLANGE FRAME. # A
01
TABLE 1:APPROVED MULL CLIP INSTALLATION FASTENERS AVE.JABARA
SUBSTRATETYPE ANCHORTYPE MIN.EMBEDMENT MIN.EDGE DIST. 2.SILL STOOL MUST BE FLUSH AGAINST INSIDE OF MULLED WINDOWS NORTH PORT,FL 34288
-- CONCRETE-(2.0-KSI MIN.)-- - 3/16"-ITW TAPCON-- -- -- -- --1" - - ---3" --- -- ---AFTER INSTALLATION:— — -- - - - - --- -- PH.941_380.1574 -
CONCRETE(2.85 KSI MIN.) 3/16"ELCO ULTRACON 1-3/4" 1. SHEET DESCRIPTION:
3.RECESS RETRO MULLION CLIP 318"MAX.FOR CLEARANCE OF WINDOW INSTALLATION DETAILS
HOLLOW or GROUT-FILLED CMU.(ASTM C•90) 114"ELCO ULTRACON 1-114" 2-1/2" UNIT AS NEEDED.
3/16"ITW TAPCON FLANGE
2XMIN.SOUTHERN PINE(G=0.55) 1-3I8" 7/8", 4.FOUR(4)ANCHORS REQUIRED PER"T"MULL CLIP,SEE SHEETS 2-3.
#10 WO
OR ELCWOO ULTRACON
OD SCREW 1-3/8" 7/8" THREE(3)ANCHORS REQUIRED PER"L"MULL CLIP,SEE SHEETS 2-3. DRAWN DATE:
2XMIN.SOUTHERN PINE(G=0.55) ADE 09/27/12
16 GAUGE(0.060")MIN.STEEL STUD #10-16 HILTI KW IK-FLEX OR ITW FULL THREAD 7/16" 5.SEAT MULLION TIGHT TO MULL CLIP. DWG#: REV.:
(33 KSI YIELD MIN) TEKS SELF-DRILLING SCREW THRU 0.060" 6.FOR ANCHORAGE DETAILS FOR THE WINDOW,REFER TO THE WINDOW CWS 836 A
1/8"ALUM.(6063-T5 MIN.)OR #10 GRADE 5SELF-TAPPING! FULL THREAD 7116" SPECIFIC INSTALLATION DETAILS. SCALE: SHEET
1/8"STEEL(33 KSI MIN.) DRILLING SCREW THRU 0.125" 12 9 OF 10
WINDOW SYSTEMS
1900 SW 44TH AVE.
OCALA,FLORIDA 34474
W W W.0 WS.CC
3"PVC
MULL BAR
IMPACT
RETRO FIT "L'ANGLE CUP 'v� Fw-.
MULL BAR CLIP TWO READ PER EACH END OF MULL
II MULL BAR )�1) MULL BAR W }m
wLI��I_- 4 1 - L JI-J �
J' h t= ; ' � - �C INSTALLATION ANCHOR
� INSTALLATION ANCHOR
II SEE TABLE 1,SHT 9 II SEE TABLE 1,SHT 9
i
SEALANTALONGE - -"'~ "'r-'- SEALANTALONGE — n¢w. Occ
OUTSIDE EXPOSED .,e o• OUTSIDE EXPOSED o o,•o 0 2
EDGE BY INSTALLER ,, EDGE BY INSTALLER o,
EXTERIOR FINISH °o ��__, „_ _ MIN.EMBEDMENT EXTERIOR FINISH _ MIN.EMBEDMENT a U
BY OTHERS •0�1- SEE TABLE 1,BHT 9 BY OTHERS •oA -- - SEE TABLE 1,SHT 9 j 0
PERIMETER SEALANT PERIMETER SEALANT •o o`
BYINSTALLER BY INSTALLER o a, Q Z
INSIDE AND OUT INSIDE AND OUT
SUBSTRATE BY OTHERS SUBSTRATE BY OTHERS-
SSEE TABLE 1,SHT 9
EE TABLE 1,SHT 9
" MIN.EDGE DIST. o MIN.EDGE DIST. 'p
/'_F
P C�E Ais'
SEE TABLE 1,SHT 9 SEE TABLE 1,SHT 9 V F�'•.Z
F VERTICAL SECTION �G1 VERTICAL SECTION No 58201
10 TYPICAL FIN(RETRO FIT)ANCHORAGE 10 TYPICAL FIN("L'ANGLE)ANCHORAGE
HEAD AND JAMBS SIMILAR FOR FIN INSTALLATION HEAD AND JAMBS SIMILAR FOR FIN INSTALLATION *C # S
Z P STATE OF
•iii.%F':COR 10 P,G�-;�
-- - - --- -- --- - - -
i
z�
4/27/2015
- - - -LUP.E.
NOTES: FL PE#58201
1239 JABARA AVE.
1.SILL STOOL MUST BE FLUSH AGAINST INSIDE OF MULLED WINDOWS NORTH PORT,FL 34288
-AFTER-INSTALLATION. _ __ --- P-H.-941-380:1574- _
SHEET DESCRIPTION:
2.RECESS RETRO MULLION CLIP 3/8"MAX.FOR CLEARANCE OF WINDOW
UNIT AS NEEDED. INSTALLATION DETAILS
FIN
3.FOUR(4)ANCHORS REQUIRED PER"7"MULL CLIP,SEE SHEETS 2.3. DRAWN_BY', DATE:
THREE(3)ANCHORS REQUIRED PER"L"MULL CLIP,SEE SHEETS 2-3.
4.SEAT MULLION TIGHT TO MULL CLIP. ADE 09/27/12
DWG#: REV.:
5.FOR ANCHORAGE DETAILS FOR THE WINDOW,REFER TO THE WINDOW CWS-836 A
SPECIFIC INSTALLATION DETAILS. sCALE; SHEET
1:2 10 OF 10