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• IFL# FL9520-R7
Application Type Revision
Code Version 2017
Application Status Approved
Comments
Archived J
Product Manufacturer Custom Window Systems Inc.
Address/Phone/Email 1900 SW 44th Avenue
Ocala, FL 34474
(352) 368-6922 Ext 291
jlathrop@cws.cc
Authorized Signature Kevin Pine
kpine@cws.cc
Technical Representative Jay 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
-� 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
✓i 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_dti.aspx?param=wGEVXQwtDgvl HvmuJRWcZi2gTuypub 1 NDOfxVcZHZIO%3d 1/2
91712018 Florida Building Code Online
y FL9520 R7 Equiv FL9520 Equivalency_pdf
Sections from the Code
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.
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 EvalReport836B.pd
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.pdf
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 EvalReport838B.pdf
Evaluation Report for complete list of Limitations and i Created by Independent Third Party: Yes
Conditions of Use.
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Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:350-487-1824
The State of Florida is an AA/EEO employer.Copyright 2007-2013 Slate of Florida.::Privacy Statement::Accessibility Statement::Refund Statement
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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:
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n
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 1900OCASS FLORIDAW 44TH AVE.
34474
D IMPACT USE AS DEFINED IN ASTM E 1996 PER THE FBC. WWW,CWS.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 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
O S DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. J
5.PRODUCT APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE NOT REQUIRED. r o w p <w OO p
6.DESIGN PRESSURE OF MULLED UNITS SHALL BE CONTROLLED BY THE LESSER wz w z y O�R:m
DESIGN PRESSURE OF THE MULLION OR THE INDIVIDUAL WINDOW UNITS. LL
;y(
w Z��2_
ANCHOR CLIP ——— — —--— - — ——— ——- ANCHOR CLIP Z Z=g Q w w O 0
A I 7.DESIGN PRESSURES AND INSTALLATION DETAILS SHOWN IN THIS DOCUMENT O0 0 w O 6 aQ F�w
ti 7 APPLY ONLY TO THE MULLION.WINDOWS MUST BE APPROVED UNDER SEPARATE 0 Z—w Z Z F Z)w
APPROVAL. ¢ 0 Z V-Z 7 V
O B O II O > <�OW°°Oz
6 B.RESPONSIBILITY OF SELECTING FENESTRATION PRODUCTS TO MEET ANY Q aaI U I_Z
APPLICABLE LOCAL LAWS,BUILDING CODES,ORDINANCES OR OTHER SAFTEY 0 Q y Z)�:O
REQUIREMENTS RESTS SOLEY WITH THE ARCHITECT,ENGINEER OF RECORD, w w rn O w rn w
BUILDING OWNER OR CONTRACTOR. E zw 0 w r
II II 0 w1-0 0.T-
I
9.SINGLE UNITS TO BE MULLED ARE NOT LIMITED TO THOSE SHOWN IN THIS a F a W a DRAWING. SINGLE UNITS TO BE MULLED TOGETHER MUST BE MANUFACTURED BY
X X X CUSTOM WINDOW SYSTEMS,INC.AND MUST BE MADE OUT OF VINYL PVC OR
I EXTRUDED ALUMINUM.
�� N
np 4 I 4 I 10.VERTICAL MULLED UNITS MAYBE MULLED INDEFINITELY AS LONG AS THE SINGLE CREW pfAr,
�� PA....... l
UNIT WIDTH AND HEIGHT ARE NOT EXCEEDED,AND MULLIONS ARE ANCHORED AS `6Py��,�0 E IV SFG'P,y'a��
G F E D SHOWN HERE IN. No 58201 t�1�
10 tU 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.
EXAMPLE HORIZ/.VERT.MULLION
FOR SECTION VIEW ONLY STATE OF :W4/�
�
'•<OR0P ��.�
ANCHOR CLIP i1ON
v ..%
Lucas
Turner
2017-09-28
O O 07:12+20:00 9/26/2017
LUCAS A.TURNER,P.E.
FL PE#58201
1239 JABARA AVE.
NORTH PORT,FL 34268
v
PH.941-380-1574
I ^
SHEET DESCRIPTION:
TABLE of CONTENTS GENERAL NOTES AND
ELEVATIONS
GENERAL NOTES&ELEVATIONS...............1 __ __ __ __ - DRAWN sDATE:
DP CHARTS.................................................2-3
BOM&EXTRUSIONS.....................................4 ANCHOR CLIP ADE 09/27/12
EXTRUSIONS.................................................5 DWG#: REV,
SECTION VIEWS.........................................6-7 EXAMPLE VERTICAL MULLION FOR CWS-836 B
CONFIGURATIONS&ANCHOR NOTES.......8 PVC WINDOWS FOR SECTION VIEWS ONLY
INSTALLATION DETAILS..........................9-10 SCALE: SHEET
1:25 1 OF 10
4
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 rr,---��
or WOOD per each end of mullion. HOLLOW or GROUT-FILLED BLOCK require 1/4"ELCO ULTRACONS. (�TT,Tr�'{}®�ll.
OPENING SIZE in.) WINDOW SYSTEMS
45 51 57 63 69 75 318 81 87 93 99 107 318 114 120 126 132 138 1453/8 WI D 44TH_ 37 0,0 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 -80.1) 80.0 19005OCALA44TH AVE.VE.
c
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 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
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
W 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 �, xi 3„ PVC'
-r 6380.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 78.9 76.6 74.8 72.5 65.0 650 yJ;d � _ MULL BAR
o-s� � '.d..sr r,�w�
7 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 � :+, k f ^eTe t rxi tar .tib IMPACT
68 65.0 65.0 65.0 65.0 65.0 65.0 65.0 1 65.0 65.0 65.0 1 65.0 1 63.5 foo. 6,','04OR IrA- Wft I ft g'-t r 11,
2 65.0 65.0 65.0 65.0 65.0 65.0 Q65-. 1 64.9 61.7 59.1 1 56.9 1 53.7 Z Q z
DP CHART IS FOR: I- a W 0 O W O0 0,
NON-INTERSECTED IMPACT 3"MULLION 1758,HORIZONTAL OR VERTICAL,USING(PER END): w z O z <
0 ¢U) 0 It m
z zxma�
1522 CLIPS LL 1,-W z r g=
-(4)#10 SCREWS INTO WOOD or METAL 0 O F-O L5¢=F-X
-(4)3/16"ITW TAPCONS or ELCO ULTRACONS INTO SOLID CONCRETE or WOOD 0 0 0�-z o I-Ino
-(4) 1/4"ELCO ULTRACONS INTO HOLLOW or GROUT-FILLED BLOCK z 0 0 U z�U_
zo
I--,;EO LLZ
X 2QO�-tzO-
------------------------------------------------------------- ---- __
xx�U)0 00
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 LU Z a rn 00 WO W W
WOOD per each end of mullion. HOLLOW or GROUT-FILLED BLOCK require 1/4"ELCO ULTRACONS.
OPENING SIZE(in.) 0 _ w='
39 45 51 57 63 69 753/8 81 87 93 99 1 107 318 114 120 126 132 138 1453/8 a ~ aIt a
7 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 42 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 `,,��,,,,,,r�����
= 48 3/ 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 `��%� PNOREK,
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 �`P''•'�O E N S'•
W 57 0.0 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 i No 58201 A S
-u 63 80,Q, 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 -
68 65.0 0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0
STATE OF :��
7 65.0 65.0 '5.0 65.0 65.0 65.0 65.0 64.9 61.7 59.1 56.9 53 7 r, F e , ,a , ,1 t %�T�;��O R t�P,:��,�•
DP CHART IS FOR: NOTES: I'sS40iiiAi ?G,`
NON-INTERSECTED IMPACT 3"MULLION 1758,HORIZONTAL OR VERTICAL,USING(PER END):
1.THE MULL BAR IN FOCUS FOR ANY GIVEN
1776 CLIPS CONFIGURATION IS SHOWN IN BOLD.
(6)3/1 SCREWS INTO WOOD or METAL 2.BAR(S)ATTACHED TO IT(SHOWN IN DASHES
AN INTERSECTED MULL BAR HAS OTHER MULL
(6)3/16"ITW TAPCONS or ELCO ULTRACONS INTO SOLID CONCRETE or WOOD THROUGH THE USE OF MULL BAR CLIPS. AN 9/26/2017
(6) 1/4"ELCO ULTRACONS INTO HOLLOW or GROUT-FILLED BLOCK
INTERSECTED MULL BAR WILL ALWAYS BE
ATTACHED TO THE SUBSTRATE AT 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
1 TWIN TRIPLE TWIN/TRIPLE PH.941-380-1574 HORIZON TAL MULLION HORIZONTAL MULLION HORIZONTAL MULLION SHEET-DESCRIPTION
t_ r DP CHARTS
w NON-INTERSECTED
w z N L OPENING MULLS
J J W W 0 U SIZE DRAWN BY: DATE:
w z L___ ADE 09/27/12
f e O w DWG#: RE27V --_-_
L L L L L 0 CWS-836 B
II I II I I II MULL LENGTH -- 'F"-MULL LENGTH --I SHEET
F-- OPENING SIZE--i --{ OPENING SIZE Fes- F- OPENING SIZE ---I OPENING SIZE t� MULL LENGTH -)-- SCALE:-� 1;1 2 OF 0
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(G)#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/n�v�®ryyn•I /(/(
OPENING SIZE(in.) WINDOW SYSTEMS
Il��ju✓�/Ij
39 45 51 57 63 69 753/8 81 87 93 1 99 110318 114 120 126 132 138 145 318 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 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
531/8 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
z 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 'saK§ lx w
68 50.0 50.0 1 50.0 1 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 49.8 47.6 (it:+`ate%4 � X 1 IMPACT
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 (I % ?�•,
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 =ur ?} ¢ z i�: Q Z
Lu
DP CHART IS FOR: r o w 0 < I�
w ZOz O:LzF
INTERSECTED IMPACT 3"MULLION 1758,HORIZONTAL OR VERTICAL,USING EITHER(PER END); 0 LL �U) Z O x�
Z z= ¢X
1522 CLIPS O 01-OU¢=IfX
-(4)#10 SCREWS INTO WOOD or METAL 0 0 0 Z a h 0 0-
-(4)3/16"ITW TAPCONS or ELCO ULTRACONS INTO SOLID CONCRETE or WOOD z p O 0 of z mu-
-(4)
1/4"ELCO ULTRACONS INTO HOLLOW or GROUT-FILLED BLOCK ¢ t-z Q(QZ 0 0
1767 CLIPS � �¢0~oFZz
-(6)#10 SCREWS INTO WOOD or METAL ~ O C�}O W O rn
Oo �
-(6)3/16"ITW TAPCONS or ELCO ULTRACONS INTO SOLID CONCRETE or WOOD a Wul
z i a 0 x 0 U)
-(6) 1/4"ELCO ULTRACONS INTO HOLLOW or GROUT-FILLED BLOCK 0 w r O a-= r
a a�w10
a ~ a
,05 PNOREbV�l�p��
` ,•-1kGEfJgF`.p I-
41.0
TWIN/TRIPLE HORIZONTAL MULLION
' No 58201 'P
VERTICAL MULLION
w 'O •,STATE OF
zz ISINGLE1 q04/ONA-0�%%
TWIN
Lu Z I OR
o ITRIPLEI
IUNITSI Z�-
1_ BELOW -
L I I 9/26/2017
I IILUCAS A.TURNER,P.E.
OPENING SIZE --i F� 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 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--
TO THE SUBSTRATE AND OTHER MULL BARS. SHEET
1;1 3 OF 10
T
ITEM PART# DESCRIPTION "T'MULLBAR CLIP "L"MULLBAR CLIP
1 H-1758 1 3/8"x 3"MULLION TUBEFRAME TYPE OPENING
LINE ITEMS NOT USED: (F-1522-XXX) (F-1767-XXX) �j7n��® •
2 #10 OR#12 HEX WASHER HEAD TEK SCREW'(see note below) 5-6,12 NEW F-1522-013 F-1767-001 (SCI
3 #10 x 1 1/2",PANHEAD PHILIPS ZINC FLANGE WINDOW SYSTEMS
RETRO F-1522-006 F-1767-001
4 #10 FLAT WASHER _ 1900 SW 44TH AVE.
7 S-1897 MULLION CLIP FIN NEW F-1522-013 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
11 5-6018 MULLION INTERIOR COVER RETRO F-1522-006 F-1767-001 3"PVC
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 4 Z Z
a 0
17 F-1767-004L L-ANGLE 3"MULL CLIP,FIN,LEFT
18 F-1767-004R L-ANGLE 3"MULL CLIP,FIN,RIGHT z w p m a w'w
19 #10 HEX WASHER HEAD TEK SCREW w zOz w—L
m 2 0—>- 3:O W m
20 #10 FHTEK SCREW LL �w�zr3-2=
O 0�00¢¢wOO
'USE WOOD SCREW SIZE(#10 OR#12),SPECIFIED IN WINDOW UNIT APPROVAL DOCUMENT U U co F-Z d F Y)a
O Z—W—zFOU
13/4" ~—w2 OLL
1,2— 11/16"---}��---------��{ y13 �f"'17/16° -17116"� cam" �QO��t Oz
7/16" 17 1 1/2.,.� 777 a 0 In U' (n
1 114" 10 711 s" W z!w 0 O w
—�fL lY Z�a O.J(n 1-
1l16" DRIP CAP S-1895 1 13116" 1 13/16^ t 1 00 w~0 W
MULLION INTERIOR 1 3/16, 11 15116'1 318" O 1 a F aIt
wa
COVER S-601 B FLANGE ADAPTER S-1896 1
27/181, �1L
_ 1 11116" 11 7/8"I ,,���t��i��f�/I
f- ,3/e" —� III I 0/-(TYP) 41/8 `����pNOREW
13116
1 L O— 3/8" y•y�GENSF`�py�
TOP VIEW 2 7116• I 'v No 58201 1�
{�--- 1 5116" ±�" * •G rot
213116" 1/8"
STATE OF
21!16•--{ 5je �10't1. P,'a�p
13/16" 7 —13/4" 13/8"—I 15 iiFeJONA;��J��
3"MULLBAR H-1758 1 118 2 3/16"
LMULLION CLIP 8-1897 I.I—
149/26/2017
ham---4 718'--moi
2 1/4" LUCAS A.TURNER,P.E.
F-1 FLAN 6 FL #
RETRO/FLANGE CLIP 1239 JABARA RA AVE.A
NORTH PORT,FL 34288
PH.941-380-1574
4 7/8"� SHEET DESCRIPTION:
oQ 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
DETAILA DWG#: REV.:
TYP.FIN FRAME 3:1
CWS-836 B
SCALE: SHEET
NOTE: ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED. 1:2 4 OF 10
FRAME TYPE OPENING "T"MULLBAR CLIP "L"MULLBAR CLIP
FLANGE R TRO (F-1767-XXX) V
v�F-1522-XXX) (0m
F-1522-013 F-1767-001
8 WINDOW SYSTEMS
F-1522-00 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-1767-004(L&R) WWW.CWS.CC
NEW NOT RECOMMENDED F-1767-001
BOX RETRO F-1522-006 F-1767-001 3n PVC
I MULL BAR
I
IMPACT
I
a z ¢Z o
t7 1s ~ owo wwoo
z woo
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I y <�Ow_=O?
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1 518" (2 3/4") 15/8"
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11'1" 112" I LUCAS A.TURNER,P.E.
2 314" 2 3/4° "L"ANGLE 3°STANDARD MULL CLIP-F-1767-001 FL PE#58201
1239 JABARA AVE.
5" 6"
NORTH PORT,FL 3 288
"L"ANGLE 3"MULL CLIP,FIN(LEFT)F-1767-004L "L"ANGLE 3"MULL CLIP,FIN(RIGHT)F-1767-004R i PH.941-380-1574
OUTSIDE I SHEET DESCRIPTION:
I EXTRUSIONS
I
DRAWN BY: DATE:
ADE 09/27/12
DWG#: REV.:
CWS-836 B
SCALE: SHEET
1.2 5 OF 10
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WINDOW SYSTEMS
1900 SW 44TH AVE.
OCALA,FLORIDA 34474
D WWW.CWS.CC
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SEAL BEHIND FLANGE— I MULL BAR
SEAL BEHIND FLANGE— O PRIOR TO ATTACHING APPLY SEALANT ALONG FULL o IMPACT
PRIOR TO ATTACHING TO MULLION
I C� LENGTH OF WINDOW FRAME
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11 1 2
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11 1 2 LENGTH OF MULLBAR GROOVE V; v F'•'L.�
PRIOR TO ATTACHING DRIP v: No 58201 ••1�
ADAPTOR *� * •.
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SEAL BEHIND FLANGE
SEAL BEHIND FLANGE 10 (SEE DETAIL B) PRIOR TO ATTACHING 1U (SEE DETAIL B) I LUCAS A.TURNER,P.E.
PRIOR TO ATTACHI TO MULLION APPLY SEALANT ALONG FULL FL PE#58201
TO MULLION LENGTH
PRIOR TO ATTACHING FLANGE 1239 JABARA AVE.
[BIVERTICAL MULL BAR SECTION I [�VERTICAL MULL BAR SECTION I ADAPTOR NORTH PORT,-1 34286
0 FLANGE FRAME WINDOW I 6 FIN FRAME WINDOW 1 PH.941-380-1574
SHEET DESCRIPTION:
I
SECTION VIEWS
I
MULLS
I O O DRAWN BY: DATE:
ADE 09/27/12
I 10
DWG#. REV.:
i I DETAIL B CWS-836 B
SCALE: SHEET
1.2 6 OF 10
17. 1 18 �LbL(ta}3tY SYSTEMS
WINDOW SYSTEMS
1900 SW 44TH AVE.
0- . ._ Q A34474
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19 SEE NOTES 1&2 (1 EAdCLIP)
1 19 SEE NOTES 1&2 SEE NOTE 4 0 (1 EA./CLIP) SEE NOTE 4 20 9/26/2017
(i EA./CLIP)
SEE NOTE 4 20 C 3'HORIZ.TO 3'VERT.MULLBAR SECTION LUCAS A.TURNER,P.E.
C C 4'HORIZ.TO 3"VERT.MULLBAR SECTION T LANGt=F�tWM WIN O FL PE#58201
5'HORIZ.TO 3"VERT.MULLBAR SECTION
7 FLANGE F ME WINDOW �Fg NRG FRAM EWI DGW 1239 JABARA AVE.
NORTH PORT,FL 34288
NOTES: PK 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 9132"AND A MINIMUM CENTER TO CENTER SPACING OF 112". 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 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:
1.THE MULL BAR IN FOCUS FOR ANY GIVEN (/ 77/7(�9�® •I/(/{
CONFIGURATION IS SHOWN IN BOLD. V-(5114117 Ill���/�Ij
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.
- 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
J J IF-
MULL BAR
IMPACT
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'v No 58201
X90. STATE OF
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 z✓1_
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 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 DESCRIPT N:
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 09/27112
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 TABLEI,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:
FMA/AAMA 100(FIN WINDOWS),FMA/AAMA 200(FLANGE WINDOWS), FMA/WDMA 250(BOX WINDOWS),FMA/AAMA/WDMA 300(EXTERIOR DOORS) SHEET
1:1 BOF10 T
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WINDOW SYSTEMS
_ 1900 SW 44TH AVE.
-- - -- -- OCALA,FLORIDA 34474 --
W W W.0 W S.CC
3"PVC
MULL BAR
IMPACT
—RETRO FIT -"L"ANGLE MULL BAR CLIP
MULL BAR CLIP TWO RED D PER EACH END OF MULL Q Z Q Z
F ❑WO QFOZO
MULL BAR .1.11 MULL BAR Z W�O
O ZOZ Otm
ilr INSTALLATION ANCHOR 11 — — INSTALLATION ANCHOR O O F O U Q=F-LL F-wX
--• SEE TABLE 1 �I -� SEE TABLE 1 0 z u)N Z Z F 7 a.
-�L- 'IL ADD STRUCTURAL ELEMENTS L- L- Z O O
SEALANT ALONG -- - -- - SEALANT ALONG - -� ADD STRUCTURAL ELEMENTS Q Z O(A Z o V U
AS REQ'D TO MAKE LEVEL FOR - _- AS REQ'D TO MAKE LEVEL FOR H—LL 2 O O LL
OUTSIDE EXPOSED `''— MULL BAR OUTSIDE EXPOSED — MULL BAR > Q O W Mo—
Z,
EDGE BY INSTALLER EDGE BY INSTALLER 2 Q (- tz-
PERIMETER SEALANT PERIMETER SEALANT O W O 0 U}j O W W
IN IDE ANDER MIN.EMBEDMENT IN INSTALLER MIN.EMBEDMENT Z 1 a O �w
INSIDE AND OUT IN AND OUT Oa W FI-O a U}
SEE TABLE 1 SEE TABLE 1 W rn
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SEE TABLE 1 SEE TABLE 1
MIN.EDGE DIST. MIN.EDGE DIST, yyyyyyyuinr�pr
SEE TABLE 1 D VERTICAL SECTION ^ SEE TABLE 1 ,�y PNpRE�y l rrrr
�D r c_, VERTICAL SECTION �� y 'GEN..' c;
9 TYPICAL FLANGE(RETRO FIT)ANCHORAGE 9 TYPICAL FLANGE("L"ANGLE)ANCHORAGE VP' •� SFS-'p�'
HEAD AND JAMBS SIMILAR FOR FLANGE INSTALLATION HEAD AND JAMBS SIMILAR FOR FLANGE INSTALLATION No 58201crz
STATE OF 40C
OR
rrrr4"ONA 1
L-
9/26/2017
NOTES: LUCAS A.TURNER,P.E.
FL PE#58201
1.BOX FRAME MULL INSTALLATION SIMILAR TO FLANGE FRAME.
TABLE 1:APPROVED MULL CLIP INSTALLATION FASTENERS 1239 JABARA AVE.
SUBST TYPE ANCHOR T MIN.EMBEDMENT MIN ED E 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 3" AFTER INSTALLATION. PH.941-380-1574
CONCRETE(2.85 KSI MIN.) 3 ELCO ULTRACON 1-3/4" 1" 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" 2-112" UNIT AS NEEDED. INSTALLATION DETAILS
3/16"ITW TAPCON FLANGE
2X MIN.SOUTHERN PINE(G=0.55) OR ELCO ULTRACON 1-318 7/8 4.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:
2X MIN.SOUTHERN PINE(G=0.55) #10 WOOD SCREW 1-3/8" 7!8" ADE 09127/12
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 a: REV:
(33 KSI YIELD MIN) TEKS SELF-DRILLING SCREW THRU 0.060"
1/8"ALUM.(6063-T5 MIN.)OR #10 GRADE 5 SELF-TAPPING/ FULL THREAD 6.FOR ANCHORAGE DETAILS FOR THE WINDOW,REFER TO THE WINDOW CWS-836 B
118"STEEL(33 KSI MIN.) DRILLING SCREW THRU 0.125" 7/16" SPECIFIC INSTALLATION DETAILS. SCALE: SHEET
1.2 9 OF 10
WINDOW SYSTEMS
1900 SW 44TH AVE.
-- - - -- - -- OCALA.FLORIDA 34474
WWW.CWS.CC
3"PVC
MULL BAR
IMPACT
K �: az3
-RETRO FIT "L"ANGLE CLIP F- ❑W O rDW 0 p
MULL BAR CLIP TWO REQ'D PER EACH END OF MULL Z W�❑ Q�Z W
W z0Z �_—F_
❑ Qm§YOm�m
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I� INSTALLATION ANCHOR - II- '(� 1 INSTALLATION ANCHOR S O Z Q U)Z Q a Q
SEE TABLE 1,SHT 9 I SEE TABLE 1,SHT 9 >_ Q—WO w O F O Z
SEALANT ALONGE - SEALANT ALONGE W OW❑W O W O W
OUTSIDE EXPOSED OUTSIDE EXPOSED Z a 0 0 U)
_, _
EDGE BY INSTALLER "o EDGE BY INSTALLER o i w I=-O a }
EXTERIOR FINISH V���" __ _ _ _ MIN.EMBEDMENT EXTERIOR FINISH a"��� _ __ _ MIN.EMBEDMENT a a W a
BY OTHERS •ul - - -- SEE TABLE 1,SHT 9 BY OTHERS •�i — - - - SEE TABLE 1,SHT 9
PERIMETER SEALANT PERIMETER SEALANT "
BYINSTALLER a o• BY INSTALLER o•
INSDE AND OUT INSIDE AND OUT
SUBSTRATE BY OTHERS SUBSTRATE BY OTHERS ���� PNC.RE.k,�
SEE TABLE 1,SHT 9 SEE TABLE 1,SHT 9 `�JGp°;.y�C Ery g (i1A
MIN.EDGE DIST. MIN.EDGE DIST. No 59201 ••:
` SEE TABLE 1,SHT 9 ^^ SEE TABLE 1,SHT 9 C* * yF
(_F 1 VERTICAL SECTION l�VERTICAL SECTION
10 TYPICAL FIN(RETRO FIT)ANCHORAGE 10 TYPICAL FIN("L°ANGLE)ANCHORAGE -0. ;2
HEAD AND JAMBS SIMILAR FOR FIN INSTALLATION HEAD AND JAMBS SIMILAR FOR FIN INSTALLATION '13. STATE OF
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
2.RECESS RETRO MULLION CLIP 3/8"MAX.FOR CLEARANCE OF WINDOW SHEET DESCRIPTION:
UNITAS NEEDED. INSTALLATION DETAILS
FIN
3.FOUR(4)ANCHORS REQUIRED PER 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#: REV.:
5.FOR ANCHORAGE DETAILS FOR THE WINDOW,REFER TO THE WINDOW CWS-836 B
SPECIFIC INSTALLATION DETAILS. SCALE: SHEET
1.2 1ODF 10