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Product Approval Menu>Product or Application Search>Application List>Application Detail " ` �I. 4. ---••.��•
MINI ,
EWA FL# FL9520-R6 �� 3 pq(I
Application Type Revision
cel
Code Version 2014 PEWviiF riNn
Application Status Approved St. Lucie COunty, FL
Comments
Archived G
Product Manufacturer Custom Window Systems Inc.
Address/Phone/Email 1900 SW 44th Avenue
Ocala,FL 34474
(352)368-6922 Ext 255
sbrooks@cws.cc
Authorized Signature Stephen Brooks
sbrooks@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 Jay 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
ED 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
R Validation Checklist-Hardcopy Received
Certificate of Independence FL9520 R6 COI EvalRep CWS-836A(3 in Mull.IMP). df
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
h4://vvww.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvIHvmuJRWcZl... 6/2/2017
Florida Building Code Online Page 2 of 2
Sections from the Code
Product Approval Method Method 1 Option D
Date Submitted 02/16/2016
Date Validated 02/16/2016
Date Pending FBC Approval 02/17/2016
Date Approved 04/12/2016
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 R6 II CWS-836A Q in Mull, IMP).pdf
Approved for use outside HVHZ:Yes Verified By: Lucas A.Turner 58201
Impact Resistant:Yes Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
Other:Large Missile Impact; See Installation Instructions FL9520 R6 AE EvalReD CWS-836A(3 in Mull.IMP).pd
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 R6 II CWS-837A(4 in Mull.IMP).pdf
Approved for use outside HVHZ:Yes Verified By: Lucas A.Turner 58201
Impact Resistant:Yes Created by Independent Third Party: Yes
Design Pressure:N/A Evaluation Reports
Other: Large Missile Impact; See Installation Instructions FL9520 R6 AE EvalRep CWS-837A(4 in Mull.IMP).pdf
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,Fin&
Flange applications. (IMPACT)
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL9520 R6 II CWS-838A(5.5 in Mull IMP).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 FL9520 R6 AE EvalRen 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.
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Contact Us::2601 Blair Stone Road.Tallahassee FL 32399 Phone:850-487-1824
The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::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:
Credit CEird
Safe
http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvIHvmuJRWcZl... 6/2/2017
E GENERAL NOTES:
3" PVC MULL BAR - LARGE_MISSILE IMPACT � �
1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH WINDOW SYSTEKS
SHOWN w/DIFFERENT OPTIONS THE FLORIDA BUILDING CODE(FBC),CURRENT EDITION INCLUDING THE HIGH 1900 SW 44TH AVE.
VELOCITY HURRICANE ZONE(HVHZ)AND IS RATED FOR WIND ZONE 4 MISSILE LEVEL 1900 S 44TH VE.
D IMPACT USE AS DEFINED IN ASTM E 1996 PER THE FBC, OCALA,FLORIDA
34474
2.CONFIGURATIONS(SEE SHEETS 2.3):VERTICAL OR HORIZONTAL,
3.SEE MULLION CHARTS FOR MAX.DESIGN PRESSURES AND LENGTH. 3"PVC
--------- —-————--�
(REFER T4SHEETS 2-3) MULL BAR
4.ANCHORAGE:THE 331/3%STRESS INCREASE HAS NOT 13EEN USED IN THE IMPACT
DESIGN OF THIS PRODUCT.SEESHEETS 9.10 FOR ANCHOR DETAILS.WINDLOAD
I bURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. ... ..__......._ _ _
5.PRODUCT APPROVED FOR IMPACT RESISTANCE.SHUTTERS ARE NOT REQUIRED. I N r
6.DESIGN PRESSURE OF MULLED UNITS SHALL BE CONTROLLED BY THE LESSER a o
ANCHOR CUP - - - ANCHOR CLIP DESIGN PRESSURE OF THE MULLION OR THE INDIVIDUAL WINDOW UNITS.
_._..----- ------._.- --- '---... _- --_ Y
A I C\ I i I 7.DESIGN PRESSURES AND INSTALLATION:DETAILS SHOWN IN THIS DOCUMENT w m
fiy 7 APPLY ONLY TO THE MULLION.WINDOWS MUST BE APPROVED UNDER SEPARATE I Z
APPROVAL. I
Q 6 O O I
O
8.RESPONSIBILITY OF SELECTING FENESTRATION PRODUCTS TO MEET ANY,
APPLICABLELOCAL LAWS,BUILDING CODES,ORDINANCES OR OTHER SAFTEY ; N z w
REQUIREMENTS RESTS SOLEY WITH THE ARCHITECT,ENGINEER OF RECORD, i {{ w O CC
I I BUILDING OWNER OR CONTRACTOR. ulcc
I a
I I I 9,SINGLE UNITS TO BE MULLED ARE NOT LIMITED TO THOSE SHOWN IN THIS
I I DRAWING,SINGLE UNITS TO BE MULLED TOGETHER MUST BE MANUFACTURED BY a w
I X X I CUSTOM WINDOW SYSTEMS,INC.AND MUST BE MADE OUT OF VINYL PVC OR ....
EXTRUDED.ALUMINUM:' ¢ 0
Q 14 I I Q 10-VERTICAL MULLED UNITS MAY BE MULLED INDEFINITELY AS LONG AS THE SINGLE ......
UNIT WIDTH AND HEIGHT ARE NOT EXCEEDED,AND MULLIONS ARE ANCHORED AS �t+ktil�� 1rr+ti+
SHOWN HERER
IN,
ANCHORCLIP h�VCEN, G¢�Gr
10 10• `9 9 i 11.HORIZONTAL MULLION SHALL EXTEND THE ENTIRE WIDTH OF THE MULLED UNIT. a ¢
VERTICAL MULLION IS USED TO MULL SIDE BY SIDE UNITS TOGETHER. ++ No 58201
EXAMPLE HORIZC.VERT.MULLION * *R
FOR SECTION VIEW'ONLY
ANCHOR CLIP ; STAT£ OF kms:;.
-- -- -- Lucas A.Tumer
2015-04-27 ,.. .
21:00-04:00
0 4/27/2015
LUCAS A.TURNER,RE.
FL PE#58201
1239 JABARA AVE.
NORTH PORT,FL 34288
PH.941-380-1574
I II X I SHEET DESCRIPTION:
GENERAL NOTES AND
TABLE OF CONTENTS 4 4 ELEVATIONS
GENERAL NOTES&:.ELEVATIONS. :, ..,.,..1 -- -- -- -- DRAWNBY: oATEr� ""
DP CHARTS ..:. 2-3 ADE I 09/27/12
BOM&EXTRUSIONS.....................................4 ANCHOR CLIP
EXTRUSIONS .... 5 Dwcn: Rev.:
SECTIONVIEWS.........................................6-7 EXAMPLE VERTICAL MULLION FOR
CONFIGURATIONS'&ANCHOR NOTES.....,.I PVC WINDOWS FOR SECTION.VIEWS ONLY GWS 838 A
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 orMETALOr3/16"ITW Tapcons or ELCO ULTRACONS into SOLID CONCRETE //q
or WOOD per each end of mullion.HOLLOW or GROUT-FILLED.BLOCK require 1/4"ELCO ULTRAOONS. //' f/f/(Cg
OPENING SIZE(in.) WINDOVY SYSTEMS
39 45 51 57 63 69 75 WEI 81 87 93 .99 107.3/8 114 120 126 i32 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
80,0 80.0 80:0 80.0 80.0 WWW.CWS.CC
c 423/4' 80.D 80:0. 80.0 80.0" 80:0 80:0 80:0 80.0 60:0 . 80.0 80.0 . . 60:0 80.0,
48 314 80.0 80.080.0 80.0 80.0 80:0 80.0 80:0 80.0 80.0 80.0 1.80.0 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 r,
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 6&0 t 3 PVC
UJI
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 65.0 65.0 M,, s, .' MULL BAR
65 65.0 65.0 65.0: 65.0 65.0. 65.0 85.0 65.0 65.0. 65.0' 65.0 85.0 65.0 ��_ ���'- IMPACT
68. 65.0 65:0 65.0 65.0 1 65.0 1 65.0 65.0 .65.0 65.0 1 65.0 1 65.0
63:5
e
72 1 65.0 65.0 65.0 65.0 65.0 65.0 65.0 64.9 1 61.7 1 59.1 . 56.9 53.7
DP CHART IS FOR:
NON-INTERSECTED IMPACT 3"MULLION.1758,HORIZONTAL OR VERTICAL,USING(PER END):
1822'CLIPS
(4)#10 SCREWS INTO WOOD or METAL w m
(4)3/16"ITW TAPCONS or ELCO ULTRACONS INTO SOLID CONCRETE or WOOD N
(4) 1/4"ELCO ULTRACONS INTO HOLLOW or GROUT-FILLED BLOCK 0
S2
¢ p w
Design Pressure Chart(PSF)for NON-INTERSECTED Impact PVC 3"Mullion H-1758,with 1776 clips with six(6)#10 Screws Into WOOD or METAL or 3/16"rIW Tapcons or ELCO.ULTRACONS into SOLID CONCRETE or w _ cc
WOOD per each end of mullion.HOLLOW or GROUT-FILLED BLOCK require 1/4"ELCO ULTRACONS. LU
OPENING SIZE(in.). cc
39 1 45 51 '57 63 69 75 318 81 87 93 99 107 3/8 114 120 126 132 :138 1453/8 w
37 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0. 60.0 80.0 80.0 80.0 80.0 80.0 o
80.0 80.0 80;0 80.0 80.0 80.0 80;0 . 80.0 80.0 80.0 I
C! 42 314 80,0 80.0 60.0 80.0 '80:0 80.0 . 80.0 80.0 Z
483/4 80.0 80.0 80.0 80.0 :80.0 80.0 80.0 80.0 80.0 80.0 80.0 80:0 80.0 80:0 80.0 80 0 80 D 65 0 11 l
pnUru
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* 65.0 650 ,p�c�pREft,r�qr
ZUJI 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 �p*5
63 80.0 80.0 B0.0 80.0 80.0 80.0 80'.0 80.0 80.0 80.0' 80.0 80.0 65.0 65.0 `.�VP;���GENSF.,��•�4
J 65 65.0 65:0 65.0 65.0 85.0 65.0 65.0 65.0 65.0 65.0 65.0 65:0 65.0 . Ji;' No 58201 ":�'i
g 68 65.0 85.0 65.0 65:0' 65.0 65-0 65.0 65.0 _ .65.0 65,0 65.0
72 65.0 65.0 65.0 65.0 65.0 65.0 65.0 64.9 1 61:7 59.1 1 56:9 1 53:7 1 1 •. o. CC
DP CHART IS FOR; 1.
NON-INTERSECTED IMPACT 3"MULLION 1758,HORIZONTAL OR VERTICAL,USING'(PER END), NONE MULL BAR IN FOCUS FOR ANY GIVEN '�il�S.(O R S'?}' ��y
1776 CLIPS - CONFIGURATION IS SHOWN IN BOLD.
(6)#10 SCREWS INTO WOOD or METAL 2.AN INTERSECTED MULL BAR HAS OTHER MULL
6 3/16"ITW TAPCONS or ELCO ULTRACONS INTO SOLID CONCRETE or WOOD TARO ATTACHED TO IT MULL
BA .0 DASHES) X�
O THROUGH"rHE USE OF MULL BAR'CLIPS. AN
-(6) 1/4"ELCO ULTRACONS INTO HOLLOW orGROUT-FILLED BLOCK INTERSECTED MULL BAR WILL ALWAYS BE 4/27/2015
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 OVERTWIN - TRANSOM L MULLION
- NORTH PORT,FL 34288
VERTICAL MULLION VERTICALMULLIONVERTICAL MULLION VERTICAL MULLION
-r-- T-- TWIN TRIPLE HORIZONTAL
PH.941-380-1574
I} I HORIZONTAL MULLION HORIZONTAL MULLION HORIZONTAL MULLION SHEET DESCRIPTION:
_ r DP CHARTS
T- 1...._ NON-INTERSECTED
z - ^J OPENING MULLS
C7 N - SIZE... DRAWN 9Y: DATE:-.--
J. J
J j w 0 ADE 09/27/12
g J L
DWG#: REV.:
I 7o CWS-836 A
I Fes- I--MULL LENGTH i F'-MULL LENGTH ---i MULL LENGTH -I-- SCALE: SHEET
F --- OPENING SIZE--- OPENING SIZE OPENING�SIZE---ter --( OPENING.SIZE 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 cr METAL or 3/16"ITW Tapocns into SOLID CONCRETE or WOOD,qr 1.776 clips
With six(6)#10 Screws into WOOD or METAL.or3/16"ITW Tapcons Into SOLID CONCRETE orWOOD'per each erid of mullion. HOLLOW or GROUT-FILLED BLOCK require 1/4"ELCO ULTRACONS.
OPENING SIZE(in.)
WINDOW SY,STEKS
39 45 51 57 '63 69 75 318 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 5070 50.0 50.0 50.0 OCALA;FLORIDA 34474
c - .423/4 500 50.0 50.0 50.0. 50:0 50.0' 50.0' 5D;O 50.'0" 50.0 50:0' 50:0 50.0` 50:0 50:0 50;0 50.0, 50.0: WWW;CW$.CC
48'T4 50.0 50.0 50.0: 50.0 50.0 5010 50.0:- 50.0 50.0 50.01: 50.0 50.0 50.0: 50.0 50;0 50.0 50.0' 50.0 "
53118 50.0 50.0 50:0 5070' 50.0 50.0 50.0, 50.0: `50.0 50.0; 50k ._50.0 50.0 '50.01 50.0 50.0 50.0 50.0' 3rr.PVCs
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; 50.050.0 50.0 500 461 MULL BAR
.j 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 t
1 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 1 50.0 50.0 1 50.0 500 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 °, ,,V
DP CHART IS FOR:
INTERSECTED IMPACT 3"
MULLION 1758,.HORIZONTAL OR:VERTICAL,USING EITHER(PER END):
'--
1522 CLIPS
w
•(4)#10 SCREWS INTO WOOD or METAL
-(4)3/16"ITW TAPCONS or ELCO ULTRACONS INTO SOLID CONCRETE or WOOD
m
z
-(4) 114"ELCO ULTRACONS INTO HOLLOW cr.GROUT-FILLED BLOCK
a Cq
1767 CLIPS N z w
(6)#10 SCREWS INTO WOOD or METAL
_. w O C�
(6)3/16"ITW TAPCONS or ELCO ULTRACONS INTO SOLID CONCRETE or WOOD o a
(6) 114"ELCO ULTRACONS INTO HOLLOW or GROUT-FILLED BLOCK.
F cc
U
M C3
- -
....
TWIN/TRIPLE HORIZONTAL MULLION
VERTICAL MULLION No M201
--- -- Co .'3l S1AYE QFlLC
_� TWIN N
--
o' ITRIPLEI':
- UNITS
BELOW
4/27/2015
t.::. t...:..
I
- - �.---OPENING SIZE -.f h---- MULL LENGTH- LUCAS A.TURNER,P.E.
FL PE#'58201
1239 JABARA AVE
NORTH PORT,FL 34288
PH.841-380.1574
SHEET DESCRIPTION:
NOTES: DR 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 pRAwN er: DATE:
BAR(S)ATTACHED TO IT(SHOWN IN DASHES) ADE 09/27/12
THROUGH THE USE OF MULL BAR CLIPS.AN
INTERSECTED MULL BAR WILL ALWAYS.BE DWG p: REV.:
ATTACHED TO THE SUBSTRATE AT BOTH ENDS. CWS-836 A
3.NON-INTERSECTED MULL BARS CAN BE ATTACHED scALE: SHEET
TO THE SUBSTRATE AND OTHER MULL BARS.
1:1 3 OF 10
ITEM PART# DESCRIPTION 'T"MULLBAR CLIP °"L"MULLBAR CLIP
FRAME TYPE OPENING ® ,
1 H-1758 13/8'x 3"MULLION TUBE LINE ITEMS NOT USED: (F-1522-XXX) (F-1767-X)tX)
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 WI0ISW 44TH AVE.E-4 #10 FLAT WASHER, RETRO- F-1522-006: F-1767-001' 1900 SNJ'44TH A .
7 S-1897 MULLION CLIP FIN''. NEW F-1522-013 F-1767.004(L&R) WWWOCALACWS.CCA34474
8 SEALANT RETRO F-1522-013.. F-1767-004(L&R)
9 S-1895 DRIP CAP BOX NEW NOT RECOMMENDED F-1767-001
10 5-1896 FLANGE ADAPTERRETRO F-1522-006 F-1767-001 3"PVC
11.. S-6018 MULLION;INTERIOR COVER _
13 F-3485 MULL BAR CAP MULL BAR
14 F-1522-013 3"SLOTTED NEW.CONTRUCTION FIN MULL CLIP IMPACT
15 F-1522=005 3"SLOTTED T.-CLIP
1.6 F-1767-001 L-ANGLE 3"MULL.CLIP,STANDARD -
17 F-1767 004E L-ANGLE 3"MULL CLIP,FIN,LEFT IW
16 F-1767-004R L-ANGLE 3"MULL CLIP,FIN,RIGHT ({
19 #10 HEX WASHER HEAD TEK SCREW
20 #10 FH TEK SCREW
USE WOOD SCREW SIZE(1/10 ORr#12);'SPECIFIED IN WINDOW UNIT APPROVAL DOCUMENT
m.
. -
0
1/2".: ,,,.—.a ! ;3L'?�• 11/16
' 11/16. .... I c�
uj
7116^•� I 1Jr,
LJ 1 114'•
@0 '7- 9, -. : �_• ... --.{ -7/16" 7J.16_ I a O >
1
EL
or
DRIP CAP 5.1895
11316 � 1 13/16" �� 3/8" ¢ �
MULLION'INTERIOR - 1115/1.6"Y -
COVER S-6018 FLANGE ADAPTERS-1896 +13/16"
0
2 7116" -.. .._ ,..l. �......: .
.. 111116' (17/8'1 Z.
F�-t 3f8" �. .—� 41/8•- - .....:.;}}}}uliltr.. _
OLV-t(TYP ..
)
27116-
TOP VIEW I1- 1 �i�; r1tS6
5/16" ,��'••i
No M201
213116" '.. 1/8" •k 'k
_ I--21116"—
STATE OF Jlr.
7 —1 314"--'F•-Y 318" _ .r,Q :A- V' ��
.-- 13/16' 1!B 23!16,• ti�iS ,C"pR kQ�• yN�*''.
3"M ULLBAR H-1758 - - - tilt 7QN'Ad•�}���
'V8"- tthQtift}ti}
MULLION CLIP S-1897' - �
4/27/2015
14 I 4 7/8" LUCAS A.TURNER,P.E.
2,1J4" F-1522-006;'., FL PE#58201
14; RETRO/FLANGE CLIP 1239 JABARA AVE.
�\ NORTH PORT,FL 34288
PH.941.380-1574
•47/8"— SHEET DESCRIPTION:
F-1522-013
l: NEW CONSTRUCTION/FIN INSTALLATION BOM AND EXTRUSIONS
A
SCORE,BEND AND BREAK ' —"
TO REMOVEFIN FOR FRAME \ ., - - - ORAwNeX: DATE:
ATTACHEMENT TO MULL BAR .. - ADE 09/27/12 r
DETAIL A Dw #: REV.:
TYP.FIN FRAME - 3:1
CWS-836 A
scALE: SHEET
NOTE: ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED: 1:2 4 OF'10
FRAME TYPE OPENING ' MULLBAR CLIP "L"MULLBAR CLIP
(F4522-XXX) (F-1767-XXX) (( T!q(�}j/RfYN)•
NEW F-1522-613 F-1767=001 V(yilNlCYl4UlJUiy
FLANGE WINDOW SYSTEMS
RETRO F-1522-006 F-1767-001 1900 SW 44TH AVE.
NEW F-1522-013 F-1767-004(L&R) OCALA,FLOR IDA 34474
FIN WWW.CWS.CC
RETRO. -1522-013 F-1767-004(L&R)
F.
NEW NOT RECOMMENDED F-1767-001
BOX RETRO F-1522-006 F-1767-001 3"PVC
MULL BAR
IMPACT
- - -w
� F
to o 0
i w in
'. r~2 3/4" 21/4"-
z
j
i
QoLU
1'518" (2 314") 2 7/16" a F-
/
j 3/8"(2x) W I L ! W
I I !( 7116"THRU(TYP)-"-i HR
- U(TYP) ......_..............1......,
1/4"THR ...._j.................Q.z
j OUTSIDE *,�1.�_uQRE�'�iii
..
1/4"(TYP) 7116"(TYP) N
. h�.�Gq�;. GESfi L�Qti��i
3/8" 0 3/8" No 58201 "'.'P!
15/a3149 1618! 9 STATE OF
3" 0I'l ��0"FC 1
6 ,ri��esiOOfVA�
CD
f �. .� 4/27/2015
tl2- . ........................._............6718"......_..._._:..........._..._.
TURNERP.E.LUCAS A. ,P.
P314• ; - 23/4'- - ' "L"ANGLES"STANDARD MULL CLIP-F-1767.001 -FL PIE#58201
1239 JABARA AVE.
.......................................
5".............: . _..._:-. 5" NORTH PORT,FL3 288
"L"ANGLE 3"MULL CLIP,FIN(LEFT)F-1767-004L "L"ANGLE 3"MULL CLIP,FIN(RIGHT)F-1767-0048 PH.941.380-1574
OUTSIDE I SHEET DESCRIPTION:
EXTRUSIONS
j.
DRAWN SW DATE:
ADE 09/27/12
DWG#: REV.:
CWS-836 A
SCALE: i SHEET
1:2 5 OF 10
i WINDOW SYSTEKS
1900 SW 44TH AVE.
OCALA,FLORIDA 34474
UVWW,CWS.CC
3"PVC
i MULL BAR
SEAL BEHIND FLANGE I
SEAL BEHIND FLANGE O PRIOR TO ATTACHING -C� APPLY SEALANT ALONG'FULL IMPACT
PRIOR TO ATTACHING TO MULLION LENGTH PRIOR
OW FRAME
t TO MULLION Q .. i 9 �: I; ,. - I GROOVE PRIOR TO ATTACHI G
OVEfI --
g
�1.
�7O . Lil
FIN MUST BE REMOVED [�
I .WHERE WINDOWS
CONNECT:TO MULL }
L _ w m
Z
I Nota
A-VERTICAUHORIZONTAL MULL BAR SECTION w
6 LANGE FRAME WINDOW SECTION i F N FRAME WINDOW
AR SECTION.,, — m
QRI�ONTAL MULL B _ _
6/BOXFRAMEWINDOW ° n~
I E I Q cc
...... ...,,.. .... ..... ... ..,,:. ... ._ o
i
- 1 ¢APPLY O
LENGTH OF MUL BAROG GROOVE
NG FULL
'p QRE41•'
PRIOR TO ATTACHING ADAPTOR .,�,w`Gy,y,0 E NN
4 ar No 58201 7F.
FIN MUST BE REMOVED` n
WHERE WINDOWS
I (ONNECTT,OMULL
'�*���ONAI�r;•�'�
. DETAIL.A Z
r
.::SEAL FLANGE - 4/27/2015
SEAL BEHIND FLANGE• 10.(SEEDETAiI B)- PRIQR TO ATTACHING 10�(SEE DETAIL B). - - 'LUCAS A.TURNER,P.E.
PRIOR TO ATTACHING - - TO MULLION,
- APPLY SEALANT ALONG FULL FL PE#58201
TO MULLION - - --. -i' LENGTH-OF,MULLBARGROOVE - 1239JABARA.AVE.
PRIOR TO ATTACHING'FLANGE NORTH'PORT,FL 34288
VERTICAL MULL BAR SECTION B VERTICAL MULL BAR SECTION_ ADAPTOR_ `; PH.941-380.1574
`8 FLANGE FRAME WINDOW ��IN FRAME WINDOW I SHEET DESCRIPTION:
I ] L
• _ SECTION VIEWS
�; .. MULLS
UAAWN 6)1. DATE
i ADE 09/27/12
1a
EMU#: REV.:
I I DETAIL B CWS-836 A
p s ALE: SHEET
1:2 6 OF 10
0=090M
WINDOW SYSTEMS
O 1900 SW 44TH AVE.
OCALA,FLORIDA 34474
W WW.CW S.CC
- 3" V
CD CD
SULL R
IMPACT
l
Lii
A w m
SECTION VIEW A-A
TOP VIEW_ o
I
FIN FRAME
O cc
IL
tE1 a U
X21 5"MULLBAR(H-1760) _ ...:...., ....._ m .
2 4"MULLBAR(H-1759)
l (SEE SEPARATE APPROVAL FOR 2
APPROPRIATE DP CHARTS). (SEE SEPARATE APPROVALPOR .) { ¢ Z
- APPROPRIATE DIP CHARTS)
ti1S�111FftR .
�C�¢SypRE4y 'Pt
C919 ,h.Jv�CEAS
�J ►'s; No 58201 ;4?
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--, .....
SEE NOTE 1 j nil EDGE DISTANCE 41
1.:7116 MAX EDGE DISTANCE
SEE NOTE 1 U 711116MAX EDGE DISTANCE .> - 1 - SEE NOTE T 7 1 'P STATE OF 4�
OR
u^
�, 19 SEE NOTES 1&�2 SEE NOTES 1&2 40
�_� - 19 SEE NOTES 1&2. (1 EA./CLIP) (1 EAJCLIP) -
SEE NOTE 4 L20
SEE NOTE 4>(� - (1 EA.ICLIP) _ SEE NOTE 4 - - 4/27/2015
C\5"HORIZ TO 3"VERT MULLBAR SECTION /C�4'HORIZ.703"VERT,MULLBAR SECTION C 3"HOR1Z.TO 3"VERT.MULLBAR SECTION--, LUCAS A.TURNER,P.E.
-- ___.._.— ;`7 FLANUL FKAM N FL7tiNGEFFIAMEWINDOW—' — --
I�PEANGi FRAMB'WINDOiN' 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(OTY 1),AS SHEET DESCRIPTION..
SHOWN ABOVE.,
SECTION VIEWS
2. PREDRILLED HOLES
,(TU HN CUP 1897),By THE.INSTALLER, MULL INTERSECTIONS
- - - - - MAY':BE LOCATED ASNEEDEO WHILE
MAY MINIMUM CLIP.EDGE.DISTANCE
. - -- - OF 9/32"AND A MINIMUM CENTER TO CENTER SPACING OF 10. - DRAWN 9vloATE' "__—"
- 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 T REV.:
MULL MUST BE THE SAME'OEPTH;OR GREATER,THAN THE INTERSECTING MULL. .CWS-836 A
4.INTERIOR MULL ANCHORATTACHMENT 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 GIUEN /7( ®fYDf)•
CONFIGURATION IS SHOWN IN BOLD, Vl�filJ(Y UU(L
TWIN TRIPLE TRANSOM OVER TWIN TRANSOM OVER TRIPLE. 2.ANINTERSECTED MULL BAR HAS OTHER MULL WINDOW SYSTEKS
VERTICAL MULLION VERTICAL MULLION VERTICAL MULLION. VERTICAL MULLION BARS)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.
F' 3.NON-INTERSECTED'MULL BARS CAN BE ATTACHED
r TO THE SUBSTRATE AND OTHER MULL BARS. 3rd.PVC
z W MULL BAR
W, IMPACT
F�--- OPENING SIZE OPENING SIZE F-- F--- OPENING.SIZE---�. , OPENING:SIZE
.. ILU in
HORIZONTAL MULLION
TWIN,?RIPLE I W
TWIN - TRIPLE TWINITRIPLE VERTICAL MULLION I z
HORIZONTAL MULLION HORIZONTAL MULLION '.HORIZONTAL MULLION' _ ,LL O
1 a W
T— I" N z >'
U.
N L O6 NING Z" — ---:— z .. ISINGLE] I a p
z N J IZE
w I TWIN I w
OR
4, z i --- --. - —.----- O TR1PLEa' W
g I UNITS.I t 0
O7�- .:_ _ I IBELOWI - . .I: .._ .4..Z._.....
MULL.LENGTH —.-I i. I--MULLLENGTH --I MULL LENGTH Imo ='' 'I ` - ILOPENING.SIZE t7iiirr�i+'t
F�— -----' °MULL LENGTH *�>>�V�lOREty����i�
5 .
No 58201 .-A
I -v
��fl f:•STATE OF {tt�.`
NOTES:
1.AT MULLION LOCATION,ATTACH WINDOW UNIT(S)TO MULLBAR THRU FRAME AS SPECIFIED IN WINDOW UNIT APPROVAL DOCUMENTS.IF ALUMINUMATTACHMENT IS NOT SPECIFIED IN THE WINDOW UNIT APPROVAL *f��ryNA�iii��
DOCUMENTS,FOLLOWTHE ANCHOR SPACING AS INDICATED IN THE WINDOW APPROVAL FOR ATTACHMENT TO WOOD SUBSTRATE,USING A HEX WASHER HEAD TEK SCREW OF THE SAME SIZE(#l0 OR#12)AS THE
WOOD SCREW INDICATED IN THE WINDOW APPROVAL.TEK SCREWS SHALL BELONG ENOUGH TO ENSURE THREE(3)THREADS OF PENETRATION BEYOND THE INSIDE WALL OF.MULLBAR.
>. " 4!27/2015
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:
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 P,RE-DRILLED HOLE5;AS SHOWN IN"THE CLIP LAYOUTS ON SHEETS 4-5. DRAWN eY: DATE:
ADE 09/27/1,2
7.WOOD OR MASON RY OPENINGS,BUCKS AND BUCK FASTENERS SHALL BE,PROPERLYDESIGNED BY THE ARCHITECT OR ENGINEER OFRECORD;ANDINSTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE. DWG#: IREV.:
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),FMAIAAMA 200(FLANGE WINDOWS), FMAIWD67A250(BOX WINDOWS),FMA/AAMAIWDMA300(EXTERIOR DOORS)
8. OF 10.
VVINDOW SYSTEKS
1900 SW 44TH AVE.
OCALA,FLORIDA 34474
W W W.0 W S.CC
3"OVC
MULL BAR
IMPACT
RETRO FIT - 'L"ANGLE MULL BAR CLIP - -- —
MULL BAR CLIP TWOREQ'D PER EACH END OF MULL T
� Ill
MULL BAR - MULL.BAR.
ff 'o O
INSTALLATION ANCHOR 'r -- INSTALLATION ANCHOR 1 w m
I SEE TABLE 1' i SEE TABLE 1 U W
ADD STRUCTURAL ELEMENTS - ' �' s ADD STRUCTURAL ELEMENTS i m Z
SEALANT ALONGjj
E- , SEALANT ALONG -�.,\ I .- a O
x `- AS REM TO MAKE LEVEL FOR -AS REED TO MAKE LEVEL FOR `
OUTSIDE EXPOSED -- '` - OUTSIDE EXPOSED z i CA
E MULL BAR MULL BAR
EDGE'BY INSTALLER - .;: EDGE BY.INSTALLER 0 I $ Z W
PERIMETER SEALANT PERIMETER.SEALANT--- - - w (L
BY INSTALLER BY INSTALLER a F-
MIN.EMBEDMENT MIN.EMBEDMENT o D
INSIDE AND OUT INSIDE.AND OUT
SEE TABLE 1. SEE TABLE 1 i r OC
U
1¢0 W
SUBSTRATE BY OTHERS— SUBSTRATE BY OTHERS 5 p
SEE TABLE'1 - SEE-TABLE 1 """"""""""'y-""""'
MIN.EDGE DIST., + CC ¢ O
MIN.EDGE DIST.
SEE TABLE I SEETABLE'1
..... ....................... ......... Z
� VERTICAL SECTION
�- - _ -
_i.
E� VERTICAL SECTION
9 TYPICAL FLANGE RETRO FIT)ANCHORAGE \,V TYPICAL FLANGE(("L'ANGLE)ANCHORAGE0 ,tAOREW'T{�
HEAD AND JAMES SIMILAR FOR FLANGE INSTALLATION HEAD AND JAMBS SIMILAR FOR FLANGE INSTALLATION %GRS;��C
J: No 58201
"a 'rrc
.9 STATE OF
sOR k
fOp!fill AIII
z�
4/27/2015
NOTES: LUCAS A.TURNER,P.E.
1.BOX FRAME MULL INSTALLATION SIMILAR TO FLANGE FRAME. FL #
01
TABLE 1:APPROVED MULL CLIP INSTALLATION FASTENERS 1239 JABARA RA AVE.A
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:KS[MIN.) 3116"ELCO ULTRACON 1-314" 11" SHEET DESCRIPTION:
3.RECESS RETRO MULLION CLIP 318"MAX.FOR CLEARANCE OF WINDOW INSTALLATION DETAILS
HOLLOW.or GROUP FILLED CMU(ASTM C-90) 1/4"ELCO ULTRACON 4-1/4" 2.1/2" NITANITASNEEDED,
3116°IT1^!TAPCON FLANGE
2X MIN.SOUTHERN PINE(G=0.55) 13/8' 7!8" 4.FOUR 4 O ANCHORS REQUIRED PEAT"MULL CLIP,SEE SHEETS 2-3.
OR ELCO"ULTRACON DRAWN BY: DATE:
2XMIN.SOUTHERN PINE G=0:55) #10 WOOD SCREW 1-318" 7/8^ THREE(3}ANCHORS REQUIRED PER"L"MULL OLTP,SEE SHEETS 2-3.
( - ADE { 09127!12
16 GAUGE(0.060")MIN.STEEL STUD #10.16 HILT[KWIK-FLEXOR ITW FULL THREAD S,SEAT MULLION TIGHT TO MULL CLIP. DWG n REV.:
(33 KSCYIELD MIN) TEKS SELF-DRILLING SCREW THRU 0.060". 7116.'
6.FOR ANCHORAGE DETAILS FOR THE WINDOW,REFER TO THE WINDOW CWS-836 A
1/8"ALUM.(33 KS15 IN.) OR DRI GRALING E 5SC SELF-TAPPING/ FULL THREAD 7116" SPECIFIC INSTALLATION DETAILS. SCALE: SHEET
' 1/8"STEEL(33 KSI MIN.) DRILLING SCREW THRU-0.125' 1:2
9 OF 10
VY1D014V SYSTEMS VdIMQOW SYSTEP'6S
1900 SW 44TH AVE.
OCALA,FLORIDA 34474
WWW.CWS.Cc
3„ PVC
MULL BAR
IMPACT
RETRO FIT - ................- ---- L ANGLE CLIP yr
MULL BAR CLIP TWO'REO'D PER EACH END OF MULL I Q
MULL BAR MULL BAR I g
m
INSTALLATION ANCHOR '' INSTALLATION ANCHOR
SEE TABLE 1,SHT 9 SEE TABLE 1,SHT`9 vco
SEALANT ALONGE
SEALANT
" .. ..
h. > .. w O DWC
OUTSIDE EXPOSED. OUTSIDE EXPOSED ~
EDGE BY INSTALLER �•, i .- - EDGE BY INSTALLER
o i
EXTERIOR FINISH---• ° I. MIN EMBEDMENT EXTERIOR FINISH .00dit5 _..., ,y MIN.EMBEDMENT
BY OTHERS i SEE TABLE.1,BHT 9 13Y OTHERS ,, � p+' SEE TABLE 1,,SHT 9 y w
c , ,. I t
PERIMETER SEALANT
PERIMETER SEALANTBY NSTALLER -
NS DE AND OUT - t. IN INSTALLER e
° -- INSIDE AND OUT
- SUBSTRATE BY OTHERS 1 t' SUBSTRATE BY OTHERS ,
SEE TABLE 1,SHT 9 SEE TABLE 1,SHT 9 41,�•I. �ypRE
~•o,c MIN.EDGE DIST. ° MIN.EDGE DIST. %�.Z,.•�0f Ns•.
SEE TABLE 1,BHT 9 SEE TABLE 1,BHT 9 0 '.- F •,'?'��'
F 1 VERTICAL SECTION �� VERTICALSECTION
TYPICAL FIN(RETRO FIT)ANCHORAGE 10 TYPICAL FIN("L"ANGLE)ANCHORAGE `No 58201
HEAD AND JAMBS-SIMILAR FOR FIN INSTALLATION HEAD AND JAMBS SIMILAR,FOR.FIN INSTALLATION
1
Oi STATE OF mow;
4/27/2015
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:
UNIT AS NEEDED. INSTALLATION DETAILS
_ FIN
S.FOUR(4)ANCHORS REQUIRED PER"T"MULL CLIP,SEE SHEETS 2-3.
THREE(3)ANCHORS`REQUIRED PER"L"MULL CLIP,SEE SHEETS 2-3. owwNa"v:}DATE:
4.SEAT MULLION ADE 09/27/12
TIGHT TO MULL CLIP. Dwc u: (REV.:
5.FOR ANCHORAGE DETAILS FOR THE WINDOW,REFER TO THE WINDOW CWS-836 A
SPECIFIC INSTALLATION DETAILS_ SCALE: SHEET
1.2 110 OF 10