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Regulation
Product Approval Menu>Product or Application Search>Application List>Application Detail
1* ¢ FL# FL9520-115
Application Type Revision MAR 3 1 9
2016
Code Version 2014 1
Application Status Approved PERMITTING
St. Lucie County, FL
Comments
Archived
Product Manufacturer Custom Window Systems Inc.
Address/Phone/Email 1900 SW 44th Avenue
Ocala,FL 34474
(352)368-6922
ekoss@cws.cc
Authorized Signature Koss Erin
ekoss@cws.cc
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
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
R✓ 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 Certifications,Inc.
Quality Assurance Contract Expiration Date 04/10/2016
Validated By Steven M.Urich,PE
R; Validation Checklist-Hardcopy Received
Certificate of Independence FL9520 R5 COI EvalReo CWS-836A(3 in Mull,IMP).odf
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
https://floridabuilding.org/pr/pr_app_dtl.aspx?param=WGEVXQwtDgvIHvmuJRWcZ12q... 12/30/2015
Florida Building Code Online Page 2 of 2
Sections from the Code
Product Approval Method Method 1 Option D
Date Submitted 04/28/2015
Date Validated 04/29/2015
Date Pending FBC Approval 05/06/2015
Date Approved 06/23/2015
Summary 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 R5 II CWS-836A Q 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 R5 AE EvaIReD 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,Fin&Flange
applications.(IMPACT)
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL9520 R5 II CWS-837A(4 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 R5 AE EvaIReD CWS-837A(4 in Mull.IMP).odf
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,Rn&
Flange applications.(IMPACT)
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL9520 R5 II CWS-838A(5.5 in Mull,IMP).odf
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 R5 AE EvalReo CWS-838A(5.5 in Mull,IMP).pdf
and Evaluation Report for complete list of Limitations and Created by Independent Third Party:Yes
Conditions of Use.
Badk Next
Contact Us::1940 North Monroe Street,Tallahassee FL 32399 Phone:850-487-1824
The State of Florida Is an AAfEEO 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,Ilcensees 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:
securitvaki-m(•s
https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvIHvmuJRWcZ12q... 12/30/2015
GENERAL N-OTES:
3" PVC MULL BAR - LARGE MISSILE IMPACT 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH
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 F&C, OCALA,FLORIDA 34474
WWW.CWSlCC
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
DESIGN OF THIS PRODUCT.SEE SHEETS 9-10 FOR ANCHOR DETAILS.WINDLOAD IMPACT
0 DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS.
S.PRODUCT APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE NOT REQUIRED.
6.DESIGN PRESSURE OF MULLED UNITS SHALL BE CONTROLLED BY THE LESSER1 4
ANCHOR CLIP DESIGN PRESSURE OF THE MULLION 08 THE INDIVIDUAL WINDOW UNITS.
ANCHOR CLIP
7.DESIGN PRESSURES AND INSTALLATION DETAILS SHOWN IN THIS DOCUMENT ui Go
APPLY ONLY TO THE MULLION.WINDOWS MUST BE APPROVED UNDER SEPARATE U)
0 T
APPROVAL. 0 LD
z
8.RESPONSIBILITY OF SELECTING FENESTRATION PRODUCTS TO MEET ANY IE
APPLICABLE LOCAL LAWS,BUILDING CODES,ORDINANCES OR OTHER SAFTEY
REQUIREMENTS RESTS SOLEY WITH THE ARCHITECT,ENGINEER OF RECORD, fr 0
BUILDING OWNER OR CONTRACTOR. w
9.SINGLE UNITS TO BE MULLED ARE NOT LIMITED TO THOSE SHOWN IN THIS
DRAWING. SINGLE UNITS TO BE MULLED TOGETHER MUST BE MANUFACTURED BY
CUSTOM WINDOW SYSTEMS,INC.AND MUST BE MADE OUT OF VINYL PVC OR
EXTRUDED ALUMINUM.
10.VERTICAL MULLED UNITS MAY BE MULLED INDEFINITELY AS LONG AS THE SINGLE z
UNIT WIDTH ANHEIGHT ARE NOT EXCEEDED,AND MULLIONS ARE ANCHORED AS
SHOWN HERE IN
. �AOREW.
.........
10 10 9 9
rr.-V—F V_EVD-�IF
ANCHOR CLIP—
11.HORIZONTAL MULLION SHALL EXTEND THE ENTIRE WIDTH OF THE MULLED UNIT. v
VERTICAL MULLION IS USED TO MULL SIDE BY SIDE UNITS TOGETHER. No 58201
EXAMPLE HORIZf.VERT.MULLION
FOR SECTION VIEW ONLY
ANCHORCLIP— OF
Lucas A.Turn
2015-04-27
21:00-04:00
O 0
4/2712015
LUCAS A.TURNER,P.E.
FL PE#58201
1239 JABARA AVE.
NORTH PORT,FL 34288
PH.941-380-1574
x I I ^ SHEET DESCRIPTION:
TABLE OF CONTENTSGENERAL NOTES AND
GENERAL NOTES&ELEVATIONS...............1 1� ELEVATIONS
DPCHARTS.....,.... .................................2-3 DRAWN BY: DATE: -—
BOM&EXTRUSIONS,.,............................- 4 ANCHOR CLIP AIDE 09/27/12
EXTRUSIONS.................................................5
SECTION VIEWS.........................................6-7 EXAMPLE VERTICAL MULLION FOR DWG#:
CONFIGURATIONS&ANCHOR NOTES..9-10 CWS-836 A
INSTALLATION DETAILS..........................9-10 PVC WINDOWS FOR SECTION VIEWS ONLY '9 0 UAL E:. SHEET
1:25 1 OF i0
ITEM PART# DESCRIPTION FRAMETYPE OPENING T"MULLBAR CLIP "L"MULLBAR CLIP
1 H-1758 13/8"x 3"MULLION TUBE LINE ITEMS NOT USED: (F-1522-XXX) (F-1767-XXX) j/7(ty�® )•�j�
2 #10 OR#12 HEX WASHER HEAD TEK SCREW*(see note below) 5-6.12 NEW F-1522.013 F-1767-001 WINDOW SYSTEMS
3 #10 x 1 1/2",PANHEAD PHILIPS ZINC FLANGE
RETRO F-1522-006 F-1767-001 1900 SW 44TH AVE.
4 #10 FLAT WASHER NEW F-1522-013 F-1767-004(L&R) OCALA,FLORIDA 34,474
7 S-1897 MULLION CLIP FIN WWW.CWS.CC
B SEALANT RETRO F-1522.013 F-1767 004(L&R)
9 5-1895 DRIP CAP NEW NOT RECOMMENDED F-1767-001
10 S-1896 FLANGE ADAPTER BOX RETRO F-1522.006 F-1767-001 .3r'PVC
11 S-6018 MULLION INTERIOR COVER MULL BAR
13 P-3486 MULL BAR CAP IMPACT
14 F-1522.013 3"SLOTTED NEW CONTRUCTION FIN MULL CLIP
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
18 F-1767-004R IL-ANGLE 3"MULL CLIP,FIN,RIGHT a ¢
o �
19 1#10 HEX WASHER HEAD TEK SCREW
Y -.
20 #10 FH TEK SCREW w m
•USE WOOD SCREW SIZE(#10 OR#12),SPECIFIED IN WINDOW UNIT APPROVAL DOCUMENT cn
v Z
13/4" tl2' 11/16° BC3�"_ f� 1 7/16"- 1 7/16' �{ 9L32_ N Z
I W
7r16° � 1/z" 9 T 7/is" c ¢
} it ZLfB o L
L 1 1!4" 10
I 1/16' �+ Q
1116' f_ 1/16" DRIP CAP S-1895 1 13/16" 11 15/16"1 1 13/16" 3/8" o ui
MULLION INTERIOR 1 3/16" a. p
COVER S-6018 FLANGE ADAPTER S-1896 27/16" ]/4
1 r7/8"l Q Z
41/8"
ro
I 13111&1 �� (TMP) 318^ ,�t`ttpS1C E N S'.fpi
TOP VIEW 2 7/16° I..
1 5/16' ��JVr• �••'2tn
No 58201
213116" 1/g'• L*' * :*
L ,
�21l16' �9�, SPATE OF ':��
7 13/4"�1 318"� 15 �4T'•.�t O R:OP:
13118" 1/8. 2 3/16"
3'MULLBAR H-1758 /flf���f1fttt
1/8°
MULLION CLIP S-1897
I 4/27/2015
14 4--- 4 7/e LUCAS A.TURNER,P.E.
21/4" F-1522-006 6 39 A#RA 01A
RETRO/FLANGE CLIP 1239 JABARA AVE.
/1L NORTH PORT, 34288
f/--/'�I) ` PH.941-380-1574
4 7/8" SHEET DESCRIPTION:
F•1522-013
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
DETAILA oWGo: REW.
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
NOTES: �y_ ��®go��)
1.THE MULL BAR IN FOCUS FOR ANY GIVEN �tjy/[nl Ifs(//`�II��J
TWIN TRIPLE TRANSOM OVER TWIN TRANSOM OVER TRIPLE CONFIGURATION IS SHOWN IN BOLD.
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
r r TO THE SUBSTRATE AND OTHER MULL BARS. 3"PVC
W
MULLBAR
J J IMPACT
I I LI II LII I L11 II
F-- OPENING SIZE--i OPENING SIZE F-- Fes— OPENING SIZE—•i --i OPENING SIZE F---
N Q
O ❑
}
W R1
TWIN/TRIPLE HORIZONTAL MULLION
TWIN TRIPLE TWIN/TRIPLE VERTICALMULLION r v Z
HORIZONTAL MULLION HORIZONTAL MULLION HORIZONTAL MULLION 0
Tr a fn
T N Z W
OPENING O ISINGLE1 o a
c L SIZE z� zI TWIN I ORV
p ITRIPLE1 a LU
�'� z ------ UNITS
o (BELOW I Z
L oL
I--MULLLENGTH —•) TI~—MULLLENGTH --I MULL LENGTH .—OPENING SIZE MULLLENGTH—� OgRW������,
��: No 58201 ••'��
lij
=ro: ie
9 SrATE 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
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 r
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. 4127(2015
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 DESCRIPTION:
S.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 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), FMAANDMA 250(BOX WINDOWS),FMA/AAMA/W DMA 300(EXTERIOR DOORS) 1:1 8 OF 10
WINDOW SYSTEMS w
1900 SW 44TH AVE.'
OCALA,FLORIDA 34474
WWW.CWS.CC
3"PVC
MULL BAR
IMPACT
RETRO FIT "L"ANGLE MULL BAR CLIP
MULL BAR CLIP TWO REO'D PER EACH END OF MULL
MULL BAR If:il MULL BAR v
INSTALLATION ANCHOR INSTALLATION ANCHOR w m
SEE TABLE 1 I , SEE TABLE 1 O
ADD STRUCTURAL ELEMENTS = -- . 'i. ADD STRUCTURAL ELEMENTS _
SEALANT ALONG - SEALANT ALONG __ AS REO'D TO MAKE LEVEL FOR
AS RE TO MAKE LEVEL FOR OUTSIDE EXPOSED `r N
OUTSIDE EXPOSED - ——' MULL BAR MULL BAR b
EDGE BY INSTALLER EDGE BY INSTALLERO >
PERIMETER SEALANT PERIMETER SEALANT a. F
BY NSTALLER MIN.EMBEDMENT BY INSTALLER MIN.EMBEDMENT o
INSIDE AND OUT SEE TABLE 1 INSIDE AND OUT SEE TABLE 1U
orn
a. LLJ
SUBSTRATE BY OTHERS SUBSTRATE BY OTHERS m a
SEE TABLE 1 SEE TABLE 1
MIN.EDGE DIST.
MIN,EDGE DIST. SEE TABLE 1
SEE TABLE I E VERTICAL SECTION N,{OREw4
D VERTICAL SECTION ♦6 b
9 TYPICAL FLANGE(RETRO FIT)ANCHORAGE 9 TYPICAL FLANGE("L"ANGLE)ANCHORAGE ��� p ........ P6�
HEAD AND JAMBS SIMILAR FOR FLANGE INSTALLATION HEAD AND JAMBS SIMILAR FOR FLANGE INSTALLATION :Gp�?,��0 F.NSF.,-p
v: No 58201
�z
9: STATE OF
O
z�
4/27/2015
NOTES: LUCAS A.TURNER,P.E.
FLPE1.BOX FRAME MULL INSTALLATION SIMILAR TO FLANGE FRAME. A AVE.01
TABLE 1:APPROVED MULL CLIP INSTALLATION FASTENERS 123399 JA#BARA
SUBSTRATE TYPE ANCHOR TYPE MIN.EMBEDMENT MIN.EDGE DIST. 2.SILL STOOL MUST BE FLUSH AGAINST INSIDE OF MULLED WINDOWS NORTH PORT,
CONCRETE(2.0 KSI MIN.) 3/16"ITW TAPCON 1" 3" AFTER INSTALLATION. PH.941-380-1574
SHEET DESCRIPTION:
CONCRETE(2.85 KSI MIN.) 3/16"ELCO ULTRACON 1-314" 1" 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" 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, oRAwN—BY-. DATE:
THREE(3)ANCHORS REQUIRED PER"L"MULL CLIP,SEE SHEETS 2-3.
2X MIN.SOUTHERN PINE(G=0.55) #10 WOOD SCREW 1-3/8" 7/8" ADE 09/27/12
16 GAUGE(0.060")MIN.STEEL STUD #10-16 HILTI KWIK-FLEX OR RW FULL THREAD7/16" 5.SEAT MULLION TIGHT TO MULL CLIP. Dwa a. REV.:
p3 KSI YIELD MIN) TEKS SELF-DRILLING SCREW THRU 0.060" CWS-836 A
6.FOR ANCHORAGE DETAILS FOR THE WINDOW,REFER TO THE WINDOW
1/8"ALUM.(6063-T5 MIN.)OR #10 GRADE 5 SELF-TAPPING/ FULL THREADSPECIFIC INSTALLATION DETAILS. SCALE: SHEET
1/8"STEEL(33 KSI MIN.) DRILLING SCREW THRU 0.125" 7/16"
1.2 9 OF 10