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duct ARproval Menu>Product or Application Search>Application List>Application Detail
FL# FL9520-117
Application Type Revision
Code Version 2017 RECEIVED
Application Status Approved
FEB 1 '3 �NO
Comments
Archived
L
. Lucie County, Permitting
Product Manufacturer Custom Window Systems Inc.
Address/Phone/Email 1900 SW 44th Avenue
Ocala,FL 34474
,(3,57) 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
(3 Z)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 Lucas A.Turner
the 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
3 Validation Checklist-Hardcopy Received
Certificate of Independence FL9520 RZCOI EvalReport836B.pd
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
https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvlHvmuJRWcZl2gTuypub1ND0fxVcZHZ10%3d 2/12/20,4:42 PM
Page 1 of 3
Equivalence of Product Standards
Certified By Florida Licensed Professional Engineer or Architect
FL9520 R7 EEquiv FL9520 Equijaigncyp
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
Summairy 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:YesL9F 520 R7 II CWS-836B.pdf
Approved for use outside HVHZ:Yes Verified By: Lucas A.Turner 58201
Impact Resistant:Yes Created by Independen_t Third Party:Yes
Design Pressure:,N/A Evaluation Reports
Other: Large Missile Impact; See Installation Instructions and9FL 520 478E EvalReoort836B.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•, LF 9520 R7 II_CWS-837B'.o_df
-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 andL9F 520 R7 AE EvalReport837B.odf
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.pd
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 Eva]Repo rt838B.pdf
Evaluation Report for complete list of Limitations and Created by Independent Third Party:Yes
Conditions of Use.
Contact Us 2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 '
The State of Florida is an AA/EEO employer.,Coovriaht 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:
https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvlHvmuJRWcZl2gTuypublNDOfxVcZHZIO%3d 2/12/20,4:42 PM
Page 2 of 3
GENERAL NOTES: � ®
3" PVC MULL BAR - LARGE MISSILE IMPACT 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH yy�Nppyy yYyTEpg
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 OCALA
D IMPACT USE AS DEFINED IN ASTM E 1996 PER THE FBC. W ALA, DA 34474
FLORIDA RI
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 331/3%STRESS INCREASE HAS NOT BEEN USED IN THE IMPACT
DESIGN OF THIS PRODUCT.SEE SHEETS 9-10 FOR ANCHOR DETAILS. WINDLOAD
O DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. Z < 3
J
5.PRODUCT APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE NOT REQUIRED. < -w O w O O
6.DESIGN PRESSURE OF MULLED UNITS SHALL BE CONTROLLED BY THE LESSER w z O z ¢k Z F-
Fn
DESIGN PRESSURE OFTHE MULLION OR THE INDIVIDUAL WINDOW UNITS. LL H w z O Rr x
ANCHORCLIP — — -------- ------ ANCHOR CLIP Z zx: <Qw00
A I C I 7.DESIGN PRESSURES AND INSTALLATION DETAILS SHOWN IN THIS DOCUMENT 0 O H(O z D-=F-o-
U U��
6 I 7 APPLYONLYTO THE MULLION.WINDOWS MUST BE APPROVED UNDER SEPARATE ¢ 00:1
-z I-V U)
F--u.200u-z
11 6 I I O 8.RESPONSIBILITY OF SELECTING FENESTRATION PRODUCTS TO MEET ANY ¢ Q<O N V F O-
I I I I APPLICABLE LOCAL LAWS,BUILDING CODES,ORDINANCES OR OTHER SAFTEY F}�3 O g
REQUIREMENTS RESTS SOLEY WITH THE ARCHITECT,ENGINEER OF RECORD, O 0 D=U 0 w Fnw
BUILDING OWNER OR CONTRACTOR. D� U- a O J m F
0_ w d=0ft Cn
ftCn
I 9.SINGLE UNITS TO BE MULLED ARE NOT LIMITED TO THOSE SHOWN IN THIS a Q 3.w
DRAWING. SINGLE UNITS TO BE MULLED TOGETHER MUST BE MANUFACTURED BY
I X I X I X I CUSTOM WINDOW SYSTEMS,INC.AND MUST BE MADE OUT OF VINYL PVC OR
I I EXTRUDED ALUMINUM.
IQ IQ IIQ IVERTICAL MULLED UNITS MAY BE MULLED INDEFINITELY AS LONG AS THE SINGLE
10 UNIT WIDTH AND HEIGHT RE NOT EXCEEDED,AND MULLIONS AREANCHORED AS ��� PCENS,TG¢'+++
SHOWN HERE IN �J�
G F E DNo 58201
t0 10 9 9 ANCHOR CLIP 11.HORIZONTAL MULLION SHALL EXTEND THE ENTIRE WIDTH OF THE MULLED UNIT. =*e
VERTICAL MULLION IS USED TO MULL SIDE BY SIDE UNITS TOGETHER.
EXAMPLE HORIZ/.VERT.MULLION
FOR SECTION VIEW ONLY
ANCHOR CLIP--i
Lucas
Turner
2017-09-28 Z�
O O 07:12+20:00 9/26/2017
LUCAS A.TURNER,P.E.
FL PE#58201
1239 JABARA AVE.
NORTH PORT,FL 34288
PH.941-380-1574
10 X I X i SHEET DESCRIPTION:
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......................................... EXAMPLE VERTICAL MULLION FOR
6a CWS-836 B
CONFIGURATIONS&ANCHOR NOTES.......8 PVC WINDOWS FOR SECTION VIEWS ONLY
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"ITN Tapcons or ELCO ULTRACONS into SOLID CONCRETQH�22ffl or WOOD per each end of mullion. HOLLOW or GROUT-FILLED BLOCK require 1/4"ELCO ULTRACONS.
OPENING SIZE(in.)
39 1 45 51 57 63 69 75 3/8 81 87 93 99 107 3r8 114 120 126 132 138 1453/8 1900 SW 44TH AVE.
37 60.0 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 60.0 80.0 60.0 80.0 OCALA,FLORIDA 34474
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 WWW.CWS.CC
= 48 3/4 80.0 80.0 80.0 80.0 80.0 60.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 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 60.0 80.0 80.0 80.0 60.0 80.0 65.0 65.0 65.0 3° PUC
Z 57 80.0 80.0 80.0 80.0 80.0 80.0 60.0 80.0 80.0 80.0 80.0 80.0 80.0 65.0 65.0 65.0
W 63 80.0 60.0 80.0 80.0 60.0 80.0 80.0 80.0 78.9 76.6 74.8 72.5 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
68 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 63.5
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 � <z 0
DP CHART IS FOR: z uu-j o a k Z UU
NON-INTERSECTED IMPACT 3"MULLION 1758,HORIZONTAL OR VERTICAL,USING(PER END): o z O z O= m_
LL H-wiz~��x
1522 CLIPS z z= ao:w00
-(4)#10 SCREWS INTO WOOD or METAL 0 0 a)0 Z CL Z:(0 Is
-(4)3/16"ITW TAPCONS or ELCO ULTRACONS INTO SOLID CONCRETE or WOOD ❑ z-co z z F❑0)
-(4) 1/4"ELCO ULTRACONS INTO HOLLOW or GROUT-FILLED BLOCK zQ O Z 0 M z o U 0
>- F�U_0o 0 z
--------------------------------------------------------------------- -
IS �< ~Co U-Z(A
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 ❑¢a)0 Lu v>Lu
WOOD per each end of mullion. HOLLOW or GROUT-FILLED BLOCK require 1/4"ELCO ULTRACONS. =a z=D.
p u~i
OPENING SIZE(In.) cc UJ F-
CL w Lu
39 45 51 57 63 69 75318 81 87 93 99 107 3/8 114 120 126 132 138 145 318 a t- a Dc n.
1"r37 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
48314 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 60.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 65.0 ���� '�10REIV I!,
~
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 ;�G,.-*,,LOENSFG�P,y++++
CS ul 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 No 58201
63 80.0 80.0 1 80.0 60.0 60.0 80.0 60.080.0 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 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0
�-A: STATE OF -'UJ
DP CHART IS FOR:65.0 65.0 65.0 65.0 65.0 65.0 65.0 64.9 61.7 59.1 56.9 53.7 '++o��ss ONALE?�N
NON-INTERSECTED IMPACT 3"MULLION 1758,HORIZONTAL OR VERTICAL,USING(PER END): NOTES:
1.THE MULL BAR IN FOCUS FOR ANY GIVEN
CONFIGURATION IS SHOWN IN BOLD.
1776 CLIPS
(6)#10 SCREWS INTO WOOD or METAL 2.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)
-(6) 1/4"ELCO ULTRACONS INTO HOLLOW or GROUT-FILLED BLOCK B THROUGH THE USE MULL BAR CLIPS. AN 9/26/2017
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
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
T -y-- TWIN TRIPLE TWIWrRIPLEHORIZONTAL
PH.941-380-1574
1574
1 1 HOR¢ONTAL MULLION HORIZONTAL MULLION HOR¢ONTAL MULLION SHEET DESCRIPTION:
DP CHARTS
r 1- NON-INTERSECTED
to LIJ
w F F N OPENING MULLS
J J r:1 N SIZE
z DRAWN 9Y: DATE:
> > z ADE 09/27/12
Lu
L j LU DWG#: REV.:
O (L
L L 0 CWS 836 B
I II I II II T_ -MULLLENGTH 4 1 SCALE:
OPENING SIZE-- OPENING SIZEOPENING SIZE OPENING SIZEI I -MULLLENGTH �- 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'•'TW Tapcons into SOLID CONCRETE or WOOD,or 1776 clips 291134SM with six(6)#10 Screws into WOOD or METAL or 3/16"TW Tapcons into SOLID CONCRETE or WOOD per each end of mullion. HOLLOW or GROUT-FILLED BLOCK require 1/4"ELCO ULTRACONS.OPENING SIZE(in.)
39 45 51 57 63 69 753/8 81 87 93 99 1103/8 114 120 126 132 138 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
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 WWWCWS.CC
= 48314 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. 311 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
-1 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
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 ¢ z ¢Z O
DP CHART IS FOR: = Iz z p z � 0z'
INTERSECTED IMPACT 3"MULLION 1758,HORIZONTAL OR VERTICAL,USING EITHER(PER END): o a m >O m 3 m
LL �_W zt-3�2=
Z z=2¢¢WOO
1522 CLIPS Q 0H-0d<=F.¢
-(4)#10 SCREWS INTO WOOD or METAL O O CO N z D-r m a
-(4)3/16"ITW TAPCONS or ELCO ULTRACONS INTO SOLID CONCRETE or WOOD z p O O CO z~m m
-(4) 1/4"ELCO ULTRACONS INTO HOLLOW or GROUT-FILLED BLOCK > ¢_'w O O O z
1767 CLIPS ¢ �¢Ot_U�zd
-(6) #10 SCREWS INTO WOOD or METAL W o�0)i O w m w
(6)3/16"ITW TAPCONS or ELCO ULTRACONS INTO SOLID CONCRETE or WOOD a ?=5- p�
(6) 1/4"ELCO ULTRACONS INTO HOLLOW or GROUT-FILLED BLOCKma W~0 LU
D- LU a N
%0 PNOREW TG,���
JGp•,
......
NSF•.;Qyt�
TWIN/TRIPLE HORIZONTAL MULLION No 58201 •:
VERTICAL MULLION r
r I �9% STATE OF
N 0;%N A
-- -- ISINGLEI
w I TWINOR
I e
-- -- O I
UNITS
LIBELOWI
II I I J I II I I I 9/26/2017
Fes-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 ORAWN 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. 1;1 3 OF SHEET
T
ITEM PART# DESCRIPTION FRAME TYPE OPENING "T"MULLBAR CLIP "L"MULLBAR CLIP
1 H-1758 1 3/8"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 NEW F-1522-013 F-1767-001
3 #10 x 1 1/2",PANHEAD PHILIPS ZINC FLANGE WINDOW SYSTEKS
4 #10 FLAT WASHER RETRO F-1522-006 F-1767-001 1900 SW 44TH AVE.
7 S-1897 MULLION CUPNEW F-1522-013 F-1767-004(L&R) OCALA,FLORIDA 34474
FIN W W W.CW S.CC
8 SEALANT RETRO' F-1522-013 F-1767-004(L&R)
9 1 8-1895 DRIP CAP NEW NOT RECOMMENDED F-1767.001
10 S-1896 FLANGE ADAPTER BOX RETRO F-1522-006 F-1767-001 .3" PVC
11 S-6018 MULLION INTERIOR COVER MULL BAR
13 P-3486 MULL BAR CAP
14 F-1522-013 3"SLOTTED NEW CONTRUCTION FW MULL CLIP IMPACT
15 F-1522-006 3"SLOTTED T-CLIP
16 F-1767-001 L-ANGLE 3"MULL CLIP,STANDARD ¢ Z �: ¢
17 F-1767-004L L-ANGLE 3"MULL CLIP,FIN,LEFT F p W p a W O p
18 F1767-004R L-ANGLE 3"MULL CLIP,FIN,RIGHT W J❑ -Z W
W zOz ¢_—uj
1 1#10 HEX WASHER HEAD TEK SCREW ❑ ¢Ln->O cc�m
20 #10 FHTEK SCREW z Z=2za¢wOzp
USE WOOD SCREW SIZE(#10 OR#12),SPECIFIED IN WINDOW UNIT APPROVAL DOCUMENT OV VO N O-Z a. a
z Q � zSU�
P:LL20( LL
1314" 1/2" 11/18" 9/32" 1 Ili 6"_ 1 7116" ;)/ 2 Q FW-U Z CA
7/16" �.II Q ¢ N
1/2. I W OO�.�pWOW
11 1 1 7 0 LII�� v 7/18" .711.6'_' EL Z=a O
U LAW Jcc 0(!)coF-
1118" L11/16' 3/8„ Q W F-D: W W Ln
DRIP CAP S-1895 113/16" (115116") 113/18" LL � D. ¢ a
MULLION INTERIOR 13/16"'
COVER S-6018 FLANGE ADAPTER S-1698
2 7/18" JL4"_
111/18" (17159 ,`%puu4q",
{�,3/8_..{ 13116' I II I 41/8^ ��.��Pp1oREw
I " IX1/4°(NP) y
1 L 318 `:J6P:`� SF•• L�:
No 58201 •:?1
TOP VIEW 27/16" 1 5/16" T '•k; * =�•
213!16" 1f8^ �:" STATE OF ;��`
21116" I wall ��.��"�.4 0 R 1Qp'�j\a�,C
7 13/4" 134"�I �ONA;�a
L13/16" 1/8" 23/16" -
'. 3"MULLBAR H•1758 '
iB
' MULLION CLIP S-1897 L
I 9/26/2017
1 .F� 47/8"�•1
21/4"' LUCAS A.TURNER,P.E.
F-1522-006 6 39 jA#RA 01A
RETRO/FLANGE CLIP 1239 JABARA AVE.
NORTH PORT, 34288
Ln_m_ � SHEET PH.941-380-1-1 574
4 7/8"� DESCRIPTION:
F 1522 013
1 - -
/J NEW CONSTRUCTION/FIN INSTALLATION BOM AND EXTRUSIONS
A SCORE,BEND AND BREAK
TO REMOVE FIN FOR FRAME DRAWNDATE:
ATTACHEMENTTO MULL BAR AID
E 09/27/12
DETAILA DWG n: 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 T
FRAME TYPE OPENING "r MULLBAR CLIP "L"MULLBAR CLIP
(F•1522 (F-1767-XXX)
FLANGE NEW F-1522-013-013 F-1767.001 NVINDOW SYSTEMS Ir�//�/�Ij
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-1767-004(L&R) WWW.CWS.CC
NEW NOT RECOMMENDED F-1767-001
BOX RETRO F-1522.006 F-1767-001 3" PVC
MULL BAR
I
IMPACT
I ¢ Z � ¢Z�
I t=
0w0 Wwop
1 18 I w z0Z_ fLrZF-
z z=m<XWOO
O 0E-0d<=F.w
U UlnyZ PinO-
F--23/4" 21/4"— O Z O O-z I- (n
z C)< F -L-NOOL-Z
I < Owp z
uj 1518" (23/4") 27/16" ZT W.�0W W
j a
Oa W-O a02¢}
I a n� w3:w
I ars°(2x)
CL
7/16"THRU(TYP). 1/4"THRU(TYP) ti��1nihrri
1/2" o`pNORE W�T
I OUTSIDE ;G+°;.4�CHNSFG�Qti''
1/4"(TYP) 7/16"(TYP) I No 55201
3/8" O 3/8„ _
�: STATE OF :
4u
1 5/8" (23/4") 15/8" I i�i!�,5:�(O..1..P'��=��•
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LUCAS A.TURNER,P.E.
2 3/4" 2 3/4" I "L"ANGLE 3"STANDARD MULL CLIP-F-1767.001 FL PE#55201
1239 JABARA AVE.
5" 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
12 5OF10
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1900 SW 44TH AVE.
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SEAL BEHIND FLANGE I LUCAS A.TURNER,P.E.
SEAL BEHIND FLANGE 10 (SEE DETAILS) PRIOR TO ATTACHING 10 (SEE DETAIL B)
PRIOR TO ATTACHING I TO MULLION I APPLY SEALANT ALONG FULL FL PE#58201
TO MULLION I I LENGTH OF MULLBAR GROOVE 1239 JABARA AVE.
PRIOR TO ATTACHING FLANGE NORTH PORT,FL 34288
ADAPTOR
B VERTICAL MULL BAR SECTION I B VERTICAL MULL BAR SECTION 1 PH.941-380-1574
s FLANGE FRAME WINDOW i s FIN FRAME WINDOW i SHEET DESCRIPTION:
SECTION VIEWS
MULLS
DRAWN BY: DATE:
ADE 09/27/12
DWG#: REV.:
I I 10
I I DCWS-836 B
DETAIL B
SCALE: SHEET
I 1:2 6 OF 10
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SEE NOTE 4
C 3"HORIZ.T03"VERT.MULLBAR SECTION LUCAS A.TURNER,P.E.
C 5"HORIZ.TO 3"VERT.MULLBAR SECTION C 4"HORR.TO 3"VERT.MULLBAR SECTION 7 FLANGE FRAME WINDOW FL PE#58201
7 FLANGE FRAME WINDO 7 !LANG OW
1239 JABARA AVE.
NOTES: NORTH PORT,FL 34288
PH.941-380-1574
1. SLIDE CLIP INTO LOCATION AND SECURE WITH ITEMS 19(CITY 1)AND 20(CITY 1),AS SHEET DESCRIPTION:
SHOWN ABOVE.
SECTION VIEWS
2. PRE-DRILLED HOLES(THRU HNCLIP 1B97),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 B
4.INTERIOR MULL ANCHOR ATTACHMENT SCREW THRU VERTICAL MULL-INTO MULL SCALE: SHEET
CLIP. PREDRILL PILOT HOLE THRU ALL MATERIAL. 1:2 7 OF 10
NOTES: n
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.
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
z x x
TO THE SUBSTRATE AND OTHER MULL BARS.
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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 z✓�
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 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-1 X 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/AAMA 200(FLANGE WINDOWS), FMANVDMA 250(BOX WINDOWS),FMA/AAMAIWDMA 300(EXTERIOR DOORS) 1 1 8 OF 10
C� rE•
WINDOW SYSTEMS
1900 SW 44TH AVE.
OCALA,FLORIDA 34474
WWW.CWS.CC
3" PVC
MULL BAR
IMPACT
RETRO FIT "L"ANGLE MULL BAR CLI P
MULL BAR CLIP TWO REQ'D PER EACH END OF MULL ¢ Z � ¢Z�
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OUTSIDE EXPOSED .c:. AS REDID TO MAKE LEVEL FOR OUTSIDE EXPOSED — - AS REO'D TO MAKE LEVEL FOR } Q LLO W O p Z
MULL BAR MULL BAR Q g Q U-z
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PERIMETER SEALANT PERIMETER SEALANT w w w m 0 J F
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ANDER MIN.EMBEDMENT BY INSTALLER MIN.EMBEDMENT a Z=a cr O
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SEE TABLE 1 SEE TABLE 1 a w~(or
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MIN.EDGE DIST. l��*'� �,i
SEE TABLE 1 SEE TABLE 1 %'% P�IDREK,
D VERTICAL SECTION E VERTICAL SECTION ;Gp`?.��C E NSF.,
9 TYPICAL FLANGE(RETRO FR)ANCHORAGE 9 TYPICAL FLANGE("L"ANGLE)ANCHORAGE J.• „
HEAD AND JAMBS SIMILAR FOR FLANGE INSTALLATION HEAD AND JAMBS SIMILAR FOR FLANGE INSTALLATION No 58201 S'P L
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'9 STATE OF :`u4:
ONA„E ��,�
9/26/2017
NOTES: LUCAS A.TURNER,P.E.
1.BOX FRAME MULL INSTALLATION SIMILAR TO FLANGE FRAME. FL PE#58201
TABLE 1:APPROVED MULL CLIP INSTALLATION FASTENERS 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"ITW TAPCON 1" 3" AFTER INSTALLATION. PH.941-380-1574
CONCRETE(2.85 KSI MIN.) 3116"ELCO ULTRACON 1-314" 1" SHEET DESCRIPTION:
3.RECESS RETRO MULLION CLIP 3!8"MAX.FOR CLEARANCE OF WINDOW INSTALLATION DETAILS
HOLLOW or GROUT-FILLED CMU(ASTM C-90) 114"ELCO ULTRACON 1-1/4" 2-1/2" UNIT AS NEEDED. FLANGE
2XMIN.SOUTHERN PINE(G=0.55) 3116"ITW TAPCON 1-3/8" 7/8" 4.FOUR(4)ANCHORS REQUIRED PER"T"MULL CLIP,SEE SHEETS 2-3.
OR ELCO ULTRACON THREE(3)ANCHORS REQUIRED PER"L"MULL CLIP,SEE SHEETS 2-3. DRAWN BY: DATE:
2XMIN.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-FLEXOR rIW 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 B
1/8"ALUM.( MIN.)OR GRADE 5SELF-TAPPING/ FULL THREAD 7/16„ SPECIFIC INSTALLATION DETAILS. SCALE: SHEET
1/8"STEEL(3333 KSI
SI MIN.) DRILLING SCREW THRU 0.125" 1:2 9 OF 10
E
WINDOW tSYSTB7S
1900 SW 44TH AVE.
OCALA,FLORIDA 34474
W W W.CW S.CC
3" PVC
MULL BAR
IMPACT
z � azo
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SEE TABLE SHTgHOR Q 00:1
0 vj Z U U SEE TABLE 1,SHT 9 w 0 0 w Z
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OUTSIDE EXPOSED .d r OUTSIDE EXPOSED .".d• n¢. Z 2 a 0
EDGE BY INSTALLER o>°°o• EDGE BY INSTALLER °" 0 w F-0 W w>_
EXTERIOR FINISH °, MIN.EMBEDMENT EXTERIOR FINISH o° oy� _ _ MIN.EMBEDMENT a W a DC a
BY OTHERS °•o.$- — — SEE TABLE 1,SHT 9 BY OTHERS ;o�-a!— -- - " SEE TABLE 1,SHT 9
PERIMETER SEALANT PERIMETER SEALANT
BYINSTALLER BYINSTALLER
INSIDE AND OUT INS1 DE AND OUT
SUBSTRATE B OTHERS ,, P..........E .�T
- SUBSTRATE BY OTHERS � 5G i
SEE TABLE 1,SHT9 SEE TABLE 1,SHT9 :Vp•;�CEN �.••Q,y���
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MIN.EDGE DIST. MIN.EDGE DIST. �� No 58201 '�'P
SEE TABLE 1,SHT 9 SEE TABLE 1,BHT 9
F VERTICAL SECTION rG1 VERTICAL SECTION
10 TYPICAL FIN(RETRO FIT)ANCHORAGE 10 TYPICAL FIN("L"ANGLE)ANCHORAGE fl= 7
HEAD AND JAMBS SIMILAR FOR FIN INSTALLATION HEAD AND JAMBS SIMILAR FOR FIN INSTALLATION 0 STATE OF :��+✓
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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#: REV.:
5.FOR ANCHORAGE DETAILS FOR THE WINDOW,REFER TO THE WINDOW CWS-836 B
SPECIFIC INSTALLATION DETAILS. SCALE: SHEET
1,2 16OF 10