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r USER:Public User OPEN# 9-10
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} r alai 7,i,15 FL# FL9520-R7
Application Type Revision
Code Version 2017
Application Status Approved
Comments
Archived L
Product Manufacturer Custom Window Systems Inc.
Address/Phone/Email 1900 SW 44th Avenue
Ocala, FL 34474
(352)368-6922 Ext 245
kpine@cws.cc
Authorized Signature Kevin Pine
kpine@cws.cc
Technical Representative )ay Lathrop
Address/Phone/Email 1900 SW 44th Ave
Ocala, FL 34474
(352)368-6922 Ext 291
jlathrop@cws.cc
Quality Assurance Representative Arturo Monteverde
Address/Phone/Email 1900 SW 44th Ave
Ocala, FL 34474
(352)368-6922 Ext 221
amonteverde@cws.cc
Category Windows
Subcategory Mullions
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida
Professional Engineer
i Evaluation Report- Hardcopy Received
I
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
l�: Validation Checklist-Hardcopy Received
Certificate of Independence FL9520 R7 COI EvalReport836B.pdf
Referenced Standard and Year(of Standard) Standard Year
AAMA 450-10 2010
ASTM E1886-05 2005
ASTM E1996-09 2009
PA TAS 201/202/203 1994
Equivalence of Product Standards
Certified By
Florida Licensed Professional Engineer or Architect
https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvlHvmuJRWcZ12gTuypub1 NDOfxVcZHZIO%3d 1/2
i
1/4/2018 Florida Building Code Online
FI-9520 R7 Eouiv FL9520 Equivalency Ddf
Sections from the Code
I '
Product Approval,Method Method 1 Option D
Date Submitted 09/29/2017
Date Validated 10/02/2017
Date Pending FBC Approval 10/05/2017
Date Approved 12/12/2017
Summary of Products
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 Installation Instructions
Approved for use in HVHZ:Yes FL9520 R7 II CWS-836B.12df
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 R7 AE EvalReoort836B.pdf
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, Fin&Flange
applications. (IMPACT)
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL9520 R7 II CWS-837B.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 and FL9520 R7 AE EvalReport837B.1df
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, Fin&Flange
applications. (IMPACT)
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL9520 R7 II CWS-838B.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 and FL9520 R7 AE EvalReoort838B.pdf
Evaluation Report for complete list of Limitations and Created by Independent Third Party: Yes
Conditions of Use.
Baric F-—e.,
i
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::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
mail 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 click here.
Product Approval Accepts:
_fru_ ® eCheci: M
i
Credit Card
Safe
i
https://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgvlHvmuJRWcZl20TuypublNDOfxVcZHZIOg/o3d 2/2
i
i
URNER � 1239 Jabara Ave.
North Port, FL 34288
ENGINEERING & i Ph. 941-380-1574
TCONSULTING, INC. FBPE C.O.A. #25779
Evaluation Report 836B
September 26, 2017
Product Description: PVC 3"Mullion H-1758
Manufacturer: Custom Window Systems, Inc. 1900 SW 44th Ave, Ocala, FL 34474
Statement of Compliance: This report evaluates the above-listed per roduct the requirements of FAC
P P
Product Approval Rule Chapter 61 G20-3.005 (4). This product complies with the requirements of the 6th
Edition(2017) Florida Building Code including the High Velocity Hurricane Zone. The product testing
standards performed are outlined below.
Technical Documentation:
1) This report,prepared by Lucas A. Turner, P.E.,at 1239 Jabara Ave., North Port, FL
2) Approval drawing CWS-83613, signed and sealed by Lucas A. Turner, P.E.
3) Test Reports NCTL-210-3833-1, -1A, -2, -2A, -3, and-3A, from National Certified Testing
Laboratories, Orlando, FL signed and sealed by Gerard J. Ferrara, P.E.
a. Testing Performed: TAS 201/202/203-94, ASTM E 1886-02/04/05, ASTM E 1996-
04/06/09, and AAMA 450-06
4) Supplemental Calcs. to support CWS-83613, signed and sealed by Lucas A. Turner, P.E.
Installation: Units must be installed according to approval document CWS-83613.
Limitations of Use: This product:
• May be used up to the sizes and design pressures as shown in CWS-83613, using clips as shown in
CWS-836B
• Is Large Missile Impact Resistant and does not require the use of shutters
• May be used in the High Velocity Hurricane Zone
• May only be used with Custom Window System, Inc. windows,please see separate individual
window unit approvals for applicable design pressures and for more details. The lower of the
individual window design pressures and the mullion design pressures shall apply to the entire
assembly.
• Requires 6063-T6 aluminum mullion and clip extrusions.
Certification of Independence: I do not have, nor do I intend to acquire, nor will I acquire, a financial
interest in Custom Window Systems or in any company manufacturing or distributing products for which
this report is being issued. I do not have, nor do I intend to acquire, nor will I acquire, a financial interest
in any other entity involved in the testing or approval process of this product.
��tysti�u�i,roii
G'E 14 .�'Q��i�
Lucas = No aS201 ••� 9/26/2017
Turner * :* = Lucas A. Turner, P.E.
2017-09-28 :i'= FL PE#58201
07:30+20:00 STAYS of W:
o �,.
....••'
ON A
GENERAL NOTES:
3" PVC MULL BAR - LARGE-MISSILE IMPACT -1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH WINDOW SYSTEMS
SHOWN w/DIFFERENT OPTIONS 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.
D IMPACT USE AS DEFINED IN ASTM E 1996 PER THE FBC. OCALA,FLORIDA 34474
W W W.CW S.CC
2.CONFIGURATIONS(SEE SHEETS 2-3):VERTICAL OR HORIZONTAL.
3.SEE MULLION CHARTS FOR MAX.DESIGN PRESSURES AND LENGTH. 3" PVC
r———— (REFER TO SHEETS 2-3)
MULL BAR
4.ANCHORAGE:THE 33 1/3%STRESS INCREASE HAS NOT BEEN USED IN THE IMPACT
/ DESIGN OF THIS PRODUCT.SEE SHEETS 9-10 FOR ANCHOR DETAILS. W INDLOAD
DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS.
O J Z Q
5.PRODUCT APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE NOT REQUIRED. z w J OQ ¢w 0 p
6.DESIGN PRESSURE OF MULLED UNITS SHALL BE CONTROLLED BY THE LESSER p Z o Z}O=Z Co
DESIGN PRESSURE OF THE MULLION OR THE INDIVIDUAL WINDOW UNITS. LL F w Z F-�2_
ANCHOR CLIP ANCHOR CLIP Z Z 2:R a w 0 0
A c 7.DESIGN PRESSURES AND INSTALLATION DETAILS SHOWN IN THIS DOCUMENT O 0~Z z a a
U UUH
6 7 I
APPLYONLYTO THE MULLION.WINDOWS MUST BE APPROVED UNDER SEPARATE Z Z-0
0 Z O n u)
I O B O II O } a-ow°xOZ
B 8 APPLICABLE LOCAL LAWS,BUILDING CODES,IORD ORDINANCES OR OTHER SAFTEY F �}� O
-- -- ---- _ REQUIREMENTS RESTS SOLEY WITH THE ARCHITECT,ENGINEER OF RECORD, w 0 O w m 0 w m w
BUILDING OWNER OR CONTRACTOR. z ow 0 COCL F
9.SINGLE UNITS TO BE MULLED ARE NOT LIMITED TO THOSE SHOWN IN THIS w r w w 3:w
DRAWING. SINGLE UNITS TO BE MULLED TOGETHER MUST BE MANUFACTURED BY Q.
X x X CUSTOM WINDOW SYSTEMS,INC.AND MUST BE MADE OUT OF VINYL PVC OR
EXTRUDED ALUMINUM.
Q Q Q 10.VERTICAL MULLED UNITS MAYBE MULLED INDEFINITELY AS LONG AS THE SINGLE P'CEN .
........ T
UNIT W IDTH AND HEIGHT ARE NOT EXCEEDED,AND MULLIONS ARE ANCHORED AS �� 5
SHOWN HERE IN.
G F E D ANCHOR CLIP v t No 58201
10 10 9 s 11.HORIZONTAL MULLION SHALL EXTEND THE ENTIRE WIDTH OF THE MULLED UNIT.
VERTICAL MULLION IS USED TO MULL SIDE BY SIDE UNITS TOGETHER. D;
EXAMPLE HORIZI.VERT.MULLION
FOR SECTION VIEW ONLY
A' OF 4U
F ,�
ANCHOR CLIP
Lucas
Turner
20170928
- - 7�
I O II O I
07:12+20:00 9/26/2017
LUCAS A.TURNER,P.E.
FL PE#58201
1239 JABARA AVE.
NORTH PORT,FL 34288
v
PH.941-380-1574
X
X I I SHEET DESCRIPTION:
TABLE OF CONTENTS4 GENERAL NOTES AND
GENERAL NOTES&ELEVATIONS...............1 ELEVATIONS
-- -- DRAWN BY: DATE:
DPCHARTS.................................................2-3
BOM&EXTRUSIONS.....................................4 ANCHOR CLIP ADE 09/27/12
EXTRUSIONS.................................................5 DWG#: REV.:
SECTION VIEWS.........................................6-7 ZEXAMPLE VERTICAL MULLION FOR
CONFIGURATIONS&ANCHOR NOTES.......8 VCOWS FOR SECTION VIEWS ONLY CWS-836 B
INSTALLATION DETAILS..........................9-10 SCALE: SHEET
1.25 1 OF 10
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 /�
or WOOD per each end of mullion. HOLLOW or GROUT-FILLED BLOCK require 1/4"ELCO ULTRACONS. !! f/lJC 9mg.L/a(/�
- - _ OPENING SIZE(in.) - ---- WWI(N5LDOWSYSTEMS_Ln(,L��J
39 45 51 1 57 63 1 69 75 318 81 87 1 93 99 107 318 114 120 126 132 138 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
6 423/4 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
48 314 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 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 3" PVC
z 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
Lu
J 63 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 78.9 76.6 74.8 72.5 1 65.0 65.0 MULL BAR
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 IMPACT
gg 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 63.5
72 65.0 65.0 65.0 65.0 65.0 65.0 65.0 64.9 61.7 59.1 56.9 53.7 ¢ z � a z 2
DP CHART IS FOR: z W-10 W 0 a w o w
NON-INTERSECTED IMPACT 3"MULLION 1758,HORIZONTAL OR VERTICAL,USING(PER END): LU z m z r O it m_
LL ;-z
W ZH3:2x
1522 CLIPS
z zx�¢jrw00
4 # O OHOz0-Pa)K
3/16"ITW TAPCONS or ELCO ULTRACONS INTO SOLID CONCRETE or WOOD 1 F U U U Z) o-r uJ a
Z-�Zzl-7cn
z OZU(6 -
-(4) 1
> Q�Ow9109
------------------------------------------------ �¢� F-Uzvi
- Design PressureChart(PSF)for NON-INTERSECTED Impact PVC 3"Mullion H-1758,with 1776 clips with six(6)#10 Screws into WOOD or METAL or 3116"ITW Tapcons or ELCO ULTRACONS into SOLID CONCRETE or w OL O w Cn o w U)w
WOOD per each end of mullion. HOLLOW orGROUT-FILLED BLOCK require 1/4"ELCO ULTRACONS. a z Co a �0 U)
OPENING SIZE(in.) 0 _~Of w 3 W
39 45 51 57 63 69 75 318 81 87 93 99 107 3/8 114 120 126 132 138 145 3/8 CL f- o a
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
J 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 tlrrrrrrrrrr
=
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 ��``�pP10REyy TC/4�i
f 53 118 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 ; �C
Z 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 J No 58201 •'•�i'�
63 80.0 80.0 80.0 80.0 80.0 50.0 80.0 80.0 80.0 80.0 80.0 80.0 65.0 65.0
J 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
J
68 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 '9 STATE of
'
72 65.0 65.0 65.0 1 65.0 1 65.0 65.0 65.0 1 64.9 61.7 59.1 56.9 53.7 1,x,0'.4 0 R 10..0
DP CHART IS FOR:
NON-INTERSECTED IMPACT 3"MULLION 1758,HORIZONTAL OR VERTICAL,USING(PER END): NOTES: �ONA111���`�
1.THE MULL BAR IN FOCUS FOR ANY GIVEN
CONFIGURATION IS SHOWN IN BOLD.
1776 CLIPS 2.
(6)#10 SCREWS INTO WOOD or METAL AN INTERSECTED MULL BAR HAS OTHER MULL X
-(6)3/16"ITW TAPCONS or ELCO ULTRACONS INTO SOLID CONCRETE or WOOD BARS)ATTACHED TO IT(SHOWN IN DASHES)
THROUGH THE USE OF MULL BAR CLIPS.
-(6) 1/4"ELCO ULTRACONS INTO HOLLOW or GROUT-FILLED BLOCK 9/26/2017
INTERSECTED MULL BAR WILL BE
ATTACHED TO THE SUBSTRATE AT BOTH ENDS. LUCAS A.TURNER,P.E.
3.NON-INTERSECTED MULL BARS CAN BE ATTACHED FL PE#58201
TO THE SUBSTRATE AND OTHER MULL BARS. 1239 JABARA AVE.
TWIN TRIPLE TRANSOM OVER TWIN TRANSOM OVER TRIPLE NORTH PORT,FL 34288
VERTICAL MULLION VERTICAL MULLION VERTICAL MULLION VERTICAL MULLION
r TWIN TRIPLE TWINITRPLELMUL PH.94TION: 1574
}
HORIZONTAL MULLION HORIZONTAL MULLION HORIZONTAL MULLION SHEET DESCRIPTION:
DP CHARTS
F- r T NON-INTERSECTED
z zr r tj OPENING MULLS
J J 0 Z SIZE DRAWN BY: DATE:
w z ADE 09/27/12
L O W DWG#: REV.:
a
0 CWS-836 B
I I I II L II I L I II r SCALE:
F-- OPENING SIZE I --i OPENING SIZE I-- 4--- OPENING SIZE---I OPENING SIZE F-- I�MULL LENGTH --I I i�MULL LENGTH --I MULL LENGTH SHEET
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 086199008-
OPENING
��� ���
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. // r//1990 8- /(/{
OPENING SIZE(in.) --- - - - --- - - -- - lW`IINDSOAvW SYSTEMS_Ilf�fj�j/�Ij
39 45 51 57 63 69 753/8 81 87 93 99 110 3/8 114 120 126 132 138 1453/8 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
_
c 42 3/4 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 WWWCWS.CC
= 48 3/4 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-
31/8 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
63 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
68 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 IMPACT
:3 72 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 45.4 44.0
75.375 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 46.8 44.0 40.0 g Z "z
I- ow0 avow
W z0O? �-
DP CHART IS FOR: z w o =-z L
_
INTERSECTED IMPACT 3"MULLION 1758,HORIZONTAL OR VERTICAL,USING EITHER(PER END): o F w z O W�ro
Z zx�aWwp0
1522 CLIPS O O 1-O(3 Q=j.-0�
rn
-(4)#10 SCREWS INTO WOOD or METAL O OF-z° f-U)n.
(4)3/16"ITW TAPCONS or ELCO ULTRACONS INTO SOLID CONCRETE or WOOD z z0(D� z F o-
4 1/4"ELCO ULTRACONS INTO HOLLOW or GROUT-FILLED BLOCK ¢ Z O U)Z O u 0
( ) ¢�O w O O z
1767 CLIPS of U)0
- -- -(6)#10 SCREWS-INTO WOOD or METAL w 0 0 cn w rn o0 w U
(6)3/16"ITW TAPCONS or ELCO ULTRACONS INTO SOLID CONCRETE or WOODa z=D. W O m
(6) 1/4"ELCO ULTRACONS INTO HOLLOW or GROUT-FILLED BLOCK 0 x F-0 a.
wwCn
a. F- a af D
TWIN/TRIPLE HORIZONTAL MULLION J,1No 58201 •5��1
VERTICAL MULLIONk �=
Q: STATE OF .;��/`
Ul
F ------ z �SINGLE� `'�``SS•'ONA�
cn G��
TWIN
W
w OR
W
O I TRIPLE 1
------ IUNITSI
L BELOW
I I 9/26/2017
4 _OPENING SIZE --I Fes- MULL LENGTH" 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 DWG#: REV.:
INTERSECTED MULL BAR WILL ALWAYS BE
ATTACHED TO THE SUBSTRATE AT BOTH ENDS. CWS-836 B
3.NON-INTERSECTED MULL BARS CAN BE ATTACHED SCALE: SHEET
TO THE SUBSTRATE AND OTHER MULL BARS. 1:1 3 OF 10
ITEM PART# DESCRIPTION "T"MULLBAR CLIP "L"MULLBAR CLIP
1 H_1758 1 3/8"x 3"MULLION TUBE LINE ITEMS NOT USED: FRAME TYPE OPENING
2 #10 OR#12 HEX WASHER HEAD TEF SCREW'(see note below) 5-6,12 (F-1522-XXX) (F-1767-XXX) Or77/((gum.
3 #1Q x 1 1/2",PANHEAD PHILIPS ZINC - ---NEW—---_ 1522 - -----F -013-_ F-1767-001 ((NDll��((f�
FLANGE - WINDOW SYSTEMS-
4 #10 FLAT WASHER RETRO F-1522-006 > F-1767-001 1900 SW 44TH AVE.
7 S-1897 MULLION CLIP FIN NEW F-1767-004(L&R) OCALA,FLORIDA 34474
8 SEALANT RETRO F-1522-013 F-1767-004(L&R) WWW'CWS.CC
9 S-1895 DRIP CAP NEW NOT RECOMMENDED F-1767-001
10 S-1896 FLANGE ADAPTER BOX RETRO F-1522-006 F-1767-001 3"
PVC
11 9-6018 MULLION INTERIOR COVER
13 P-3486 MULL BAR CAP MULLBAR
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 Q O <Z O
1- owO COwOo
18 F-1767-004R L-ANGLE 3"MULL CLIP,FIN,RIGHT z .-Jo <r z w
19 #10 HEX WASHER HEAD TEK SCREW a z U) >O m m
20 #10 FH TEK SCREW LL F-uj wig=
z Zx2<Kw0O
O OHO <_�of
'USE WOOD SCREW SIZE(#10 OR#12),SPECIFIED IN WINDOW UNIT APPROVAL DOCUMENT U U U)F.z D-F U)D-
cl �z
Oz0ozoOV
F-IL2OOLLz
1 3/4" 1 112' 11/16" ''� �L32 1 7/16" 1 7116" 9/32" 2 3Q}�Fw..U I=_-Z
-- 7/16"J I T 112"� i I --� ~ LLp~}0Li�w
11 1 114"TV, lnl, L 1%6" 7/1s• 7n s• a z=-a_��0�y1/16" L6" 1 " O w F.O 0-x w N-- -
DRIP CAP S-1895 1 13/16" f1 15/16"I 1 13/16" 3/6 a F=- a � wa
MULLION INTERIOR 1 3116"
COVER S-6018 FLANGE ADAPTER 5-1896
2 7/16" ]/�
�{ 41/8"
1 11/16" (17/8") ,,,t1ui1+0ei����'
r 1 3/8"-1
0 1/4"(TYP) 4 1/8" 0q �SOR�.1 �- !"' +
L � �� 5 G .
1 13/16 3/8" ��jGQ,�.�VGENa'•.;QiL�=
No 58201 S�2
TOP VIEW 2 7/16" 1 5116"
213/16" 1/8°
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1 3/16° 1/8" 2 3/16"
3"MULLBAR H-1758 i
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MULLION CLIP S-1897 `/--"
I 9/26/2017
14 Fes-
471 - �I
21/4" LUCAS A.TURNER,P.E.
F-1522-006 FL PE#58201
1/8" RETRO/FLANGE CLIP 1239 JABARA AVE.
4 NORTH PORT,FL 34288
03 IL PH.941-380-1574
1574
4 718"� SHEET DESCRIPTION:
F-1522-013
NEW CONSTRUCTION/FIN INSTALLATION BOM AND EXTRUSIONS
A SCORE,BEND AND BREAK
TO REMOVE FIN FOR FRAME DRAWN BY: DATE:
ATTACHEMENT TO MULL BAR ADE 09/27/12
DETAIL DWG 0: REV.:
TYP.FIN FRAME 3:1
CWS-836 B
NOTE: ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED. SCALE: SHEET
1:2 4 OF 10
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• FRAME TYPE OPENING "T"MULLBAR CLIP "L"MULLBAR CLIP
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- - NEW----F-1522-013 .___ F-1767-001
• FLANGE WINDOVN SYSTEP°iS - -
RETRO F-1522-006 F-1767-001 1900 SW 44TH AVE.
NEW F-1522-013 F-1767-004(L&R) OCALA,FLORIDA 34474
FIN WWW.CWS.CC
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
MULLBAR
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1/4"(TYP) 7/16"(TYP) j- No 58201 •.��2
3/8" O 318"
'90• STATE OF ;btu`
1 5/8" (2 314°) 15/8 1 �i�E`°-.<O R
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6 7/8" 9/26/2017
LUCAS A.TURNER,P.E.
2 3/4' "L'ANGLE 3'STANDARD MULL CLIP-F-1767-001 FL PE#58201
5° 1239 JABARA AVE.
5° 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
DRAWN BY: DATE:
ADE 09/27/12
DWG#: REV.:
CWS-836 B
SCALE: SHEET
1:2
50F10
I
— -- - WINDOW SYSTEMS-M----
1900 SW 44TH AVE.
OCALA,
YSTEMS- _ ---
OCALA,FLORIDA 34474
W W W.0 W S.CC
3"PVC
MULLBAR
SEAL BEHIND FLANGE
SEAL BEHIND FLANGE O PRIOR TO ATTACHING LENGTH OF WINDOW FRAME IMPACT
PRIOR TO ATTACHING 2 TO MULLION li 2 GROOVE PRIOR TO ATTACHING 2 1
TO MULLION Q ER Z Q
B 11 9 I 11 11 O 11 z o
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p FIN MUST BE REMOVED �d w Z O Z W--t
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11 1 2 LENGTH OF MULLBAR GROOVE
PRIOR TO ATTACHING DRIP v! No 5$201 •t�9
ADAPTOR
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DETAIL A Z�
9/26/2017
SEAL BEHIND FLANGE 10 SEE DETAIL B
SEAL BEHIND FLANGE 10 (SEE DETAIL B) PRIOR TO ATTACHING ( ) LUCAS A.TURNER,P.E.
PRIOR TO ATTACHING TO MULLION I APPLY SEALANT ALONG FULL FL PE#58201
TO MULLION LENGTH OF MULLBAR GROOVE 1239 JABARA AVE.
PRIOR TO ATTACHING FLANGE NORTH PORT,FL 34288
PPVERTICAL MULL BAR SECTION VERTICAL MULL BAR SECTION I ADAPTOR 1 PH.941-380-1574
FLANGE FRAME WINDOW s FIN FRAME WINDOW SHEET DESCRIPTION:
SECTION VIEWS
MULLS
�O o� DRAWN BY: DATE:
ADE 09/27/12
DWG#: REV.:
10
I I DETAIL B CWS-s36 B
SCALE: SHEET
1:2 6 OF 10
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1900 SW 44TH AVE.
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(1 EA./CLIP) SEE NOTE 4 0 SEE NOTE 4 20 9/26/2017
SEE NOTE 4 20
C 5'HORIZ.TO 3'VERT.MULLBAR SECTION C 4"HORV TO 3"VERT.MULLBAR SECTION t'C�3"'OR" VERT.TO 3"VERT.MULLBAR SECTION LUCAS A.TURNER,P.E.
7 FLANGE FRAME WINDOW 7 FLANGE FRAME WINDOW 7 FLANGE FRAME WINDOW FL PE#58201
1239 JABARA AVE.
NOTES: NORTH PORT,FL 34288
PH,941-380-1574
1. SLIDE CLIP INTO LOCATION AND SECURE WITH ITEMS 19(QTY 1)AND 20(QTY 1),AS SHEET DESCRIPTION:
SHOWN ABOVE.
SECTION VIEWS
2. PRE-DRILLED HOLES(THRU HN CLIP 1897),BY THE 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 Br: 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 B
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: V-(yi/-19900
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 SYSTEP •_ _
VERTICAL MULLION VERTICAL MULLION VERTICAL MULLION VERTICAL MULLION BAR(S)ATTACHED TO IT(SHOWN IN DASHES) 1900 SW 44TH AVE.
r 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.
�- 3.NON-INTERSECTED MULL BARS CAN BE ATTACHED
TO THE SUBSTRATE AND OTHER MULL BARS. 3•• PVC
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J J W W MULL BAR
IMPACT
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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. 9/26/2017
2.MULL CLIP INSTALLATION ANCHOR TYPE,SIZE,SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS,SEE TABLE 1,SHEET 9. LUCAS A.TURNER,P.E.
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 W ITH PRESSURE TREATED FL PE#58201
WOOD MUST BE PROTECTED TO PREVENT REACTION. 1239 JABARA AVE.
NORTH PORT,FL 34286
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 BY: 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. DWG#: REV.:
SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET,SHEET 9. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. CWS-836 B
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/AAMA200(FLANGE WINDOWS), FMAANDMA250(BOX WINDOWS),FMA/AAMAANDMA300(EXTERIOR DOORS) 1:1 $QF 10
it
Dmg
- WINDOW SYSTEMS
v - - -- 1900 SW 44TH AVE. - - ----
OCALA,FLORIDA 34474
W W W.CW S.CC
3" PVC
MULL BAR
IMPACT
RETRO FIT "L"ANGLE MULL BAR CLIP
MULL BAR CLIP TWO REQ'D PER EACH END OF MULL z W O to IW-3 O
MULL BAR MULL BAR Z W J o a r Z W
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INSTALLATION ANCHOR o opo a
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SEE TABLE 1 SEE TABLE 1 p Z- Z 2 p r/j
JL -� ADD STRUCTURAL ELEMENTS _ Ji= _.`� li_ ADD STRUCTURAL ELEMENTS Z O Z U Z p O
SEALANT ALONG = __- - - -- AS REQ'D TO MAKE LEVEL FOR SEALANT ALONG _ - - AS REQ'D TO MAKE LEVEL FOR a �'-tL O O a Z
OUTSIDE EXPOSED "— MULL BAR OUTSIDE EXPOSED — MULL BAR ¢ w U F O N
EDGE BY INSTALLER EDGE BY INSTALLER
-PERIMETER-SEALANT O _ PERIMETER SEALANT a w O p U))0 w u)w
BY INSTALLER MIN.EMBEDMENT BY INSTALLER MIN.EMBEDMENT d Z=O_ O tq
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INSIDE AND OUT INSIDE AND OUT wl
SEE TABLE 1 SEE TABLE 1 - - -- - O0 =H K W 2 BE>_
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SUBSTRATE BY OTHERS SUBSTRATE BY OTHERS
SEE TABLE 1 SEE TABLE 1
MIN.EDGE DIST.MIN.EDGE Huunr
SEE TABLE DIST SEE TABLE 1 `��+�� yOREN�+Tr�'�
D VERTICAL SECTION E VERTICAL SECTION .
`` .?;�GEIJS
9 TYPICAL FLANGE(RETRO FIT)ANCHORAGE 9 TYPICAL FLANGE("L"ANGLE)ANCHORAGE
HEAD AND JAMBS SIMILAR FOR FLANGE INSTALLATION HEAD AND JAMBS SIMILAR FOR FLANGE INSTALLATION v. No 58201
X90 STATE OF
• :4L,
,�rr4s+ONA
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9/26/2017
NOTES: LUCAS A.TURNER,P.E.
TABLE 1:APPROVED MULL CLIP INSTALLATION FASTENERS 1.BOX FRAME MULL INSTALLATION SIMILAR TO FLANGE FRAME. FL PE#58201
1239 JABARA AVE.
SUBSTRATE TYPE ANCHOR TYPE 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"RW TAPCON 1" 3" AFTER INSTALLATION. PH.941-380-1574
2.85 KSI MIN. 3/16"ELCO ULTRACON 1-3/4" SHEET DESCRIPTION:
3.RECESS RETRO MULLION CLIP 3/8"MAX.FOR CLEARANCE OF WINDOW
HOLLOW or GROUT-FILLED CMU(ASTM C-90) 1/4"ELCO ULTRACON 1-1/4" 2-1/2" UNITAS NEEDED. INSTALLATION DETAILS
2X MIN.SOUTHERN PINE(G=0.55) 3/16"RW TAPCON ( )1-318" 7/8" 4.FOUR 4 ANCHORS REQUIRED PER"T"MULL CLIP,SEE SHEETS 2-3. FLANGE
OR ELCO ULTRACON DRAWN BY: DATE:
2X MIN.SOUTHERN PINE(G=0.55) #10 WOOD SCREW 1-3/8" 7/8" THREE(3)ANCHORS REQUIRED PER"L"MULL CLIP,SEE SHEETS 2-3.
ADE 09/27/12
16 GAUGE(0.060")MIN.STEEL STUD #10-16 HILT[KW IK-FLEXOR FTW FULL THREAD 7/16" 5.SEAT MULLION TIGHT TO MULL CLIP. DWG#: REV.:
(33 KSI YIELD MIN) TEKS SELF-DRILLING SCREW THRU 0.060" I CWS-836 B
1/8"ALUM.(6063-T5 MIN.)OR #10 GRADE 5 SELF-TAPPING/ FULL THREAD 6.FORANCHORAGE DETAILS FOR THE WINDOW,REFER TO THE WINDOW
118"STEEL(33 KSI MIN.) DRILLING SCREW THRU 0.125" 7/16" SPECIFIC INSTALLATION DETAILS. SCALE: SHEET
1:2 9 OF 10
'I
` - - --- - --- -- - - - - WINDOW SYSTEPNSte'
_ __—
1900 SW 44TH AVE.
OCALA,FLORIDA 34474
W W W.CWS.Cc
3"PVC
MULL BAR
IMPACT
K �: ¢z�
RETRO FIT "L"ANGLE CLIP F- ❑w O IMl
o O
MULL BAR CLIP TWO REQ'D PER EACH END OF MULL z w-j O ¢r Z w
W zoz O_ m
¢ �} 2_
z=
MULL BAR MULL BAR w w Z
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0
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l�l SEE TABLE 1,SHT 9 I� J 1� SEE TABLE 1,SHT 9 Q-O W 0 2 O z
JL_— of of 2� n� ZC6
w O��aiowww
SEALANT ALONGE - - _ SEALANT ALONGE - J� w w
OUTSIDE EXPOSED OUTSIDE EXPOSED d Z=c_ O
EDGE BY INSTALLER D oa°"o'
EDGE BY INSTALLER °,o, .. 0 w F-0 (L S
EXTERIOR FINISH �o�{ _ MIN.EMBEDMENT EXTERIOR FINISH °o�;�; __ _ RMIKEDGEDIST.
MIN.EMBEDMENT a d w a
BY OTHERS !- - SEE TABLE 1,SHT 9 BY OTHERS !- - -- SEE TABLE 1,BHT 9
PERIMETER SEALANT PERIMETER SEALANT
BY INSTALLER BY INSTALLER
INSIDE AND OUT INSIDE AND OUT
SUBSTRATE BY OTHERS SUBSTRATE BY OTHERS ,``�� toRW T(���i
SEE TABLE 1,SHT 9 SEE TABLE 1,SHT 9 �JGQ°;.4..........E �.•�Q��
^ MIN.EDGE DIST. " t• No 58201 "t�'I�
SEE TABLE 1,SHT 9 / SEE TABLE 1,SHT 9
eF VERTICAL SECTION r G� VERTICAL SECTION
10 TYPICAL FIN(RETRO FIT)ANCHORAGE 10 TYPICAL FIN("L"ANGLE)ANCHORAGE %"b
HEAD AND JAMBS SIMILAR FOR FIN INSTALLATION HEAD AND JAMBS SIMILAR FOR FIN INSTALLATION 0 TATE OF :14f
..........
A,EAG
X�
9/26/2017
LUCAS A.TURNER,P.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. PH.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"T"MULL CLIP,SEE SHEETS 2-3.
THREE(3)ANCHORS REQUIRED PER"L"MULL CLIP,SEE SHEETS 2-3. DRAWN BY: DATE:
ADE 09/27/12
4.SEAT MULLION TIGHT TO MULL CLIP. DWG u: REV.:
5.FOR ANCHORAGE DETAILS FOR THE WINDOW,REFER TO THE WINDOW CWS-836 B
SPECIFIC INSTALLATION DETAILS. SCALE: SHEET
1.2 10F 10
I