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- 7RECEIVEDFL# FL9520-R7Application Type PCode Version 2017 N 3 Application Status ApprovedST. LuGe�n11119_
Comments
Archived �>
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 =Win
Subcategory MulMullions
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida
Professional Engineer
j Evaluation Report-Hardcopy Received
LU
Florida Engineer or Architect Name who developed the Lucas A.Turner
Evaluation Report
Florida License PE-58201
Quality Assurance Entity Keystone Certifications,Inc.
LLQuality Assurance Contract Expiration Date 07/21/2020
Validated By Steven M. Urich, PE
�, Validation Checklist-Hardcopy Received
Certificate of Independence FL9520 R7 COI EvalReport836B.pdf
Referenced Standard and Year(of Standard) Standard Year
AAMA 450-10 2010
ASTM E1886-05 2005
ASTM E1996-09 2009
PA TAS 201/202/203 1994
Equivalence of Product Standards
Certified By Florida Licensed Professional Engineer or Architect
https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvlHvmuJRWcZ12gTuypubl NDOfxVcZHZIO%3d 112
1/29/2020 Florida Building Code Online
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 i
9520.1 13"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.pdf
Evaluation Report for complete list of Limitations and Created by Independent Third Party: Yes j
Conditions of Use. f
9520.2 4"Alum.Tube Mullion 4"Alum.Tube Mullion, Horizontal&Vertical,Fin&Range
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 FL9S20 R7 AE EvalReport837B.pdf
Evaluation Report for complete list of Limitations and Created by Independent Third Party: Yes I
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 I 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 Created by Independent Third Party: Yes
Conditions of Use.
Back yeXl
Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824
The State of Florida is an AA/EEO employer.Cop_yr!ght 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 dick here.
Product Approval Accepts:
® ra-0gio ® eClreck M
Credit Card
Safe
https://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgvlHvmuJRWcZ]2gTuypublNDOfxVcZHZIO%3d 212
3" PVC MULL BAR - LARGE MISSILE IMPACT GENERAL NOTES- 0961990m
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 WINDOW SYSTEMS
VELOCITY HURRICANE ZONE(HVHZ)AND IS RATED FOR WIND ZONE 4 MISSILE LEVEL 1900 SW 44TH AVE.
D IMPACT USE AS DEFINED IN ASTM E 1996 PER THE FBC. OCAA,FLORIDA 34474
W W W.0 W S.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
DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS.
0 \ 5.PRODUCT APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE NOT REQUIRED. r o w p w o p
6.DESIGN PRESSURE OF MULLED UNITS SHALL BE CONTROLLED BY THE LESSER W z O z
❑ QU->-OXm
DESIGN PRESSURE OF THE MULLION OR THE INDIVIDUAL WINDOW UNITS. LL Z F-
ANCHOR CLIP —— ~- —--— - ——— — —— ANCHOR CLIP Z r z w= ¢w w O=O
A /C— 7.DESIGN PRESSURES AND INSTALLATION DETAILS SHOWN IN THIS DOCUMENT OU�FO ti a=F-W
s 7 APPLY ONLY TO THE MULLION.WINDOWS MUST BE APPROVED UNDER SEPARATE ❑ Z z z F j w
APPROVAL. zz p z U z❑U
B 0 II >- Q�LLw-mo?
s 8 PRODUCTS TO MEET ANY <
APPLICAB EI LOCAL AWS,BUILDING CODES,NG FENESTRATI ON ORDINANCES OR OTHER SAFTEY ¢ w O vi U~z vi
REQUIREMENTS RESTS SOLEY WITH THE ARCHITECT,ENGINEER OF RECORD, w OLL❑w(j)o w v)w
BUILDING OWNER OR CONTRACTOR. z wO�u1 r
�� II o wPo 0-m2>-
9.SINGLE UNITS TO BE MULLED ARE NOT LIMITED TO THOSE SHOWN IN THIS w r a
DRAWING. SINGLE UNITS TO BE MULLED TOGETHER MUST BE MANUFACTURED BY
XLL
X X X CUSTOM WINDOW SYSTEMS,INC.AND MUST BE MADE OUT OF VINYL PVC OR
EXTRUDED ALUMINUM.
NO RE W��•4
Q I Q I 4 10 TICAL MULLED UNITS MAY BE MULLED INDEFINITELY AS LONG AS THE SINGLE W DTH AND HEIGHT ARE NOT EXCEEDED,AND MULLIONS E NS A ANCHORED AS ;`4P 5 4..........
G E NSAG
UNIT Ay•
SHOWN HERE IN.
G F E D " N. 58201 �.P
10 10 9 g ANCHOR CLIP 11.HORIZONTAL MULLION SHALL EXTEND THE ENTIRE WIDTH OF THE MULLED UNIT. *7•
VERTICAL MULLION IS USED TO MULL SIDE BY SIDE UNITS TOGETHER. o: -
EXAMPLE HORIZ/.VERT.MULLION
FOR SECTION VIEW ONLY
ANCHOR CLIP— •••�SS oO..
� A����••
Lucas
Turner
2017-09-28
0 i i O 07:12+20:00 _ 9/26/2017__
LUCAS A.TURNER,P.E.
FL PE#58201
1239 JABARA AVE.
NORTH PORT,FL 34288
�/
v PH.941-380-1574
I X II ^ I SHEET DESCRIPTION:
4
TABLE OF CONTENTS GENERAL NOTES AND�f"
ELEVATIONS
GENERAL NOTES&ELEVATIONS...............1 -- -- -- -- DRAWN BE DAO
DP CHARTS.................................................2-3
BOM&EXTRUSIONS.....................................4 ANCHQ♦z CLIP "`-'- ADE 09/27/12
EXTRUSIONS.................................................5 - DWG#: REV., --
SECTION VIEWS. CEXAMCWS-836 B
CONFIGURATIONS&ANCHOR NOTES.......B INDOWS 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"ITW Tapcons or ELCO ULTRACONS into SOLID CONCRETE -or WOOD per each end of mullion.HOLLOW or GROUT-FILLED BLOCK require 1/4"ELCO ULTRACONS.
OPENING SIZE(in.) WINDOW SYSTEMS
39 45 5 57 63 69 75 3/8 81 87 93 99 107 318 114 120 126 132 138 5 3
_ 80.0 80.0 680.0 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§O 0 1900 1g00 E.
SSOCALAFLORIDA 34474
W 44TH AVE.
c 423/4 80.0 80.0 .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 WWW.CWS.CC
= 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 --
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 65.0 165.0 65.0 3„PVC
z 57 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 65.0 65.0 65.0
J 63 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 78.9 76.6 74.8 72.5 65.0 65.0 MULL BAR
j65 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 1 65.0 65.0 65.0 1 65.0 65.0 65.0 65.0 64.9 61.7 59.1 56.9 53.7 , Q z ¢z
DP CHART IS FOR: F pw0 0w00,
NON-INTERSECTED IMPACT 3"MULLION 1758,HORIZONTAL OR VERTICAL,USING(PER END): w Z J Z <r z r
1522 CLIPS o rw�z�_-2=
z zx2¢x
-(4)#10 SCREWS INTO WOOD or METAL 0 O r 0 6¢=OF W
(4)3/16'ITW TAPCONS or ELCO ULTRACONS INTO SOLID CONCRETE or WOOD 0 U I-z IL F rn a-
(4) 114"ELCO ULTRACONS INTO HOLLOW or GROUT-FILLED BLOCK ¢ O z v"�z U
nOP::X0z
------- --------------------- ------------------------------ - Q �� 00-Zoi
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 w 0 0 �o w w
WOOD pereach end of mullion. HOLLOW or GROUT-FILLED BLOCK require 1/4"ELCO ULTRACONS. R z w 0�0 r
OPENING SIZE(in.) O LUT=0 w Oz x
39 45 51 57 63 69 75 3/8 81 87 93 99 107 3/8 114 120 126 132 138 145 3/8 a F n_ u�a In
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
42 314 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 �����in��r y
F48 314 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 65.0 ,0,:,Pp1OREW Tjj�iy
53118 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• �GEfVS'•,P
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 `' :�Jj
N. 58201 •.-P
w 63 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 v'
J 1 65 65.0 1 65.0 65.0 65.0 1 65.0 1 65.0 1 65.0 65.0 65.0 65.0 65.0 65.0 65.0 a "„ *• 't C
g 68 65.0 1 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 a rw s SV. STATE OF :41:
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 %�T'• ° P.'��:
DP CHART IS FOR: '0;!`s%a Rt.. d
ipONA
NOTES:
NON-INTERSECTED IMPACT 3"MULLION 1758,HORIZONTAL OR VERTICAL,USING(PER END): 1.THE MULL BAR IN FOCUS FOR ANY GIVEN
1776 CLIPS 2.AN11 TERSECODIMULO ARWN IHA OTHER MULL
(6)3/1 SCREWS INTO WOOD or METAL BAR(S)ATTACHED TO IT SHOWN IN DASHES)
(6)3116"ITW TAPCONS or ELCO HOLLOW or 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
rTWIN TRIPLE TWINITRIPLE PH.941-380_1574-
1 HORIZONTAL MULLION HORIZONTAL MULLION HORIZONTAL MULLION SHEET DESCRIPTION:
DP CHARTS
z z T t W NON-INTERSECTED
N OPENING MULLS
SIZE DRAWN BY: DATE
J J J W Z (A
J j w (D ADE 09/27/12
L L O W DWGp:
L L 1 70_ CWS-836 B
I II II II I --MULL LENGTH -� I I---MULL LENGTH --I MULL LENGTH -�- -� scALE' SHEET
OPENING SIZE -�I OPENING SIZE F-- Fes- OPENING SIZE� --i OPENING SIZE I-- 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"ITN Tapcons into SOLID CONCRETE or WOOD,or 1776 clips
with six(6)#10 Screws into WOOD or METAL or 3/16"ITW Tapcons into SOLID CONCRETE or WOOD per each end of mullion. HOLLOW or GROUT-FILLED BLOCK require 1/4"ELCO ULTRACONS.
OPENING SIZE(in.) WINDOW SMEMiS
39 1 45 51 57 63 69 753/8 1 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 1 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 42314 50.0 50.0 50.0 50.0 50.0 50.0 50.0 1 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
48 314 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
LLI 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 l ro
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 :i3&ivR# w. maw IMPACT
� 72 50.0 50.0 50.0 50.0 50.0 1 50.0 50.0 50.0 50.0 50.0 ---50-.O--F45.4 44.0 , ` "tt' ;;,'
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
E- ❑w0 0)w000,
DP CHART IS FOR: z w"❑
w zOz X_?L
INTERSECTED IMPACT 3"MULLION 1758,HORIZONTAL OR VERTICAL,USING EITHER(PER END): ❑ ¢w-r 0 x 3 m
1522 CLIPS LL rw�zr-��=
O 01=-0¢¢wp0
-(4)#10 SCREWS INTO WOOD or METAL w 0 F a
U U r n.
(4)3/16"ITW TAPCONS or ELCO ULTRACONS INTO SOLID CONCRETE or WOOD ❑ z- z z r ❑U)
-(4) 1/4"ELCO ULTRACONS INTO HOLLOW or GROUT-FILLED BLOCK ¢ 0 z Q(6z0O LL Z
> ¢�Owj-�O-
1767 CLIPS ¢ � �O z vi
-(6)#10 SCREWS INTO WOOD or METAL w 0❑ o w U)w
-(6)3/16"ITW TAPCONS or ELCO ULTRACONS INTO SOLID CONCRETE or WOOD Ft Z rn L 0 U)r
-(6) 1/4"ELCO ULTRACONS INTO HOLLOW or GROUT-FILLED BLOCK cL w F a Ox r
_ �a Lu�wr°
D F a
41
• TC���4
TWIN/TRIPLE HORIZONTAL MULLION v:• No 58201 •••:�-P
VERTICAL MULLION 'r �'7 * •�'k
w �p; •,STATE OF •;4ilu
rn y 3 C+
z z ISINGLE1
Lu z TWIN
Uj OR
01 TRIPLE
UNITS
L �BELOW'
I I I 9/26/2017
Imo--OPENING SIZE --{ F-- MULL LENGTH--I LUCAS A.TURNER,P.E.
FL PE#58201
1239 JABARA AVE.
NORTH PORT,FL 34288
PH.941-380-1574
SHEET DESCRIP110N:
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 WILLRATEALWAYSBOT BE
�dl�`6✓/ ATTACHED TO THE SUBSTRATE AT BOTH ENDS. CWS-836 B
3.NON-INTERSECTED MULL BARS CAN BE ATTACHED SCALE: SHEET
TO THE SUBSTRATE AND OTHER MULL BARS. 1;1 3 OF 10T
/ - -
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) nnRv�®7Y�
•
2 #10 OR#12 HEX WASHER HEAD TEK SCREW'(see note below) 5-6,12 �
F-1522-013 F-1767-001 WSA11 UU(1
3 #10 x 1 1/2",PANHEAD PHILIPS ZINC FLANGE WINDOW SYSTEMS
4 1#10 FLAT WASHER
R 0 F-1522-006 F-1767-001 1900 SW 44TH AVE.
7 S-1897 I 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 S-6018 IMULLION INTERIOR COVER RETRO F-1522-006 F-1767-001 3" PVC
13 P-3486 MULL BAR CAP MULL BAR
14 F-1522-013 3"SLOTTED NEW CONTRUCTION FIN MULL CLIP IMPACT
15 F-1522-006 3"SLOTTED T-CLIP
16 F-1767-001 L-ANGLE 3"MULL CLIP,STANDARD
17 F-1767-004L L-ANGLE 3"MULL CLIP,FIN,LEFT Q Z a z a
18 F-1767-004R L-ANGLE 3"MULL CLIP,FIN,RIGHT z w Lu O ¢w o w
19 #10 HEX WASHER HEAD TEK SCREW w z o z
0 Qrnjj�.Ow�E
20 #10 FH TEK SCREW LL F-w Z F--Zt 2_
z zxm¢cr
'USE WOOD SCREW SIZE(#10 OR#12),SPECIFIED IN WINDOW UNIT APPROVAL DOCUMENT 0 O F-O U a=FO W
rnF-z Hcna
o z— zF-5
Q OZuwz�U-
1 3!4" 112" F--LL 2 O 0 LL U
7116" � r 112'6" � Imo'17116" 17/16" 9�',i�" Q 2�0FF-F0Z
J F- �>-Z)2
11 1 1/4" 10 9 7/16" 7116" K Z it w 0 0�rn F-
16"O II 1/16" p-v1s" } I a
L
DRIP CAP 5-1695 1 13/16" 1 13/16" 3/8" 2~0= W Z D:
MULLION INTERIOR 1 3/16° 11 15/16"I O o_ a w
COVER 5-fi01tl FLANGE ADAPTER 5-1896 rr d
2 7/16" L 1
111/16° (17/8"1 1tl11nrr
f- t 3/b" -1 L TY a 1/6^ O`�pNOREK,r�r���.
1 Gp°;.�.C E IV S
I 3!8" :y No 58201 •'�-P
TOPVIEW 27/16"
213/16" 1/8" - 'ro' q=
5/8" OF ,:UC
Imo-2 1/16"— I r � ''
---oL19/16° —1 3/4" sh0iN1Ar1i10
3"MULLBAR H-1758 iB 2 3/16"
MULLION CLIP S-1897 IL
1a
4 7/6' 9/26/2017
fes--- --�I
2114" LUCAS A.TURNER,P.E.
�1 2-006 FL PE#58201
1/8• RETZ/FLANGE CLIP 1239 JABARA AVE.
L NORTH PORT,FL 34288
PH.941-380-1574
4 7/tl" SHEETDE9CRIPLION:F-1522-013NEW CONSTRUCTION/FIN INSTALLATION BOM AND EXTRUSIONS
A SCORE,BEND AND BREAK _TO REMOVE FIN FOR FRAME DRAWN BY:— GATEATTACHEMENTTO MULL BAR Kff- ADE 09/27/12
DETAIL DWG#: -- REV—.1, ---
TYP,FIN FRAME 3:1
CWS-836 B
SCALE: SHEET
NOTE: ALL EXTRUSIONS ARE ALUMINUM 6083-T6 UNLESS OTHERWISE NOTED. 1:2 4 OF 10
FRAME TYPE OPENING "T"MULLBAR CLIP "L"MULLBAR CLIP
F-1522 (F-1767-XXX) �p7/(�v�r® •I/�/{
NEW F-1522-013-013 F-1767-001 (SLW(f Ill i/cjlj
I FLANGE WINDOW SEr15
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
IMPACT
I
< Z a 3
1 1e z wgo <�Zw
g ¢wZ>-ow�m
r— Q
wo=z Z22w=°XO 0E-o a
U U�ra= a
2314" 21/4" p7ZUvZ —
ZO
I I F Ir 0�wv)U—Zvi
I OoTD�O2
15151, (23/4") 27116" d Z=wa�0JOa)F-
O w(-0 w=
a F= a ulna
3/8"7(2X)
7116"1HRU(TYP) 1/4" fHRU(TYP)
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OUTSIDE 4�GENSF••�Qyc�':
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112" 112" I LUCAS A.TURNER,P.E.
2 314" 2 3/4" I "L"ANGLE 3"STANDARD MULL CLIP-F-1767-001 FL PE#58201
5" 5" I 1239 JABARA AVE.
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 I SHEET DESCRIPTION:
EXTRUSIONS
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DRAWN BY DATE:
ADE 09/27/12
DWG#: REV.:
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CWS-836 B
SCALE: SHEET
1:2 5 OF 10
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1900 SW 44TH AVE.
OCALA,FLORIDA 34474
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SEAL BEHIND FLANGE MULL BAR
SEAL BEHIND FLANGE- O PRIOR TO ATTACHING 0 APPLY SEALANT ALONG FULL o IMPACT
PRIOR TO ATTACHING TO MULLION
LENGTH OF WINDOW FRAME
TO MULLION0 2 II —0 GROOVE PRIOR TO ATTACHING 2
COVER 1
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SEAL BEHIND FLANGE 10 (SEE DETAIL B) PRIOR TO ATTACHING 10 (SEE DETAIL B) I LUCAS A.TURNER,P.E.
PRIOR TO ATTACHING TO MULLION APPLY SEALANT ALONG FULL FL PE#58201
TO MULLION I LENGTH
PR OR O ATTACHING FLANGE 1239 JABARA AVE.
\VERTICAL MULL BAR SECTION I I ADAPTOR NORTH PORT,FL 34288
VERTICAL MULL BAR SECTION_
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OF FLANGE FRAME WINDOW I s FIN FRAME WINDOW SHEET DESURIPIION:
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ADE 09/27/12
DWG#: --REV.
I I DETAIL BCWS-836 B
scALE:
I SHEET
1.2 6 OF 10
WINDOW SYSTEMS
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(1 EAJCLIP) �E NOTE 4 9/26/2017
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SEE NOTE 4 3-HORIZ.TO 3'VERT.MULLBAR SECTION LUCAS A.TURNER,P.E.
I—C 6-HORIZ.TO 3 :RT.MULLBAR SECTION. 4 HORIZ.TO 3-VERT.MULLBAR SECTION EFLANG�EF�RAMEMMM05w—
K�F-NQE—FRAME WINDOW 7�ILANGE FRAME WIND W FL PE#58201
1239 JABARA AVE.
NOTES: NORTH PORT,FL 34288
PH.941-380-1574
1. SLIDE CLIP INTO LOCATION AND SECURE WITH ITEMS 19(QTY 1)AND 20(QTY 1).AS SHEET DESCRIPTIll
----
SHOWN ABOVE.
SECTION VIEWS
2. PRE-DRILLED HOLES(THRU HAI CLIP 1897),BY THE INSTALLER, MULL INTERSECTIONS
MAY BE LOCATED AS NEEDED WHILE MAINTAINING A MINIMUM CLIP EDGE DISTANCE
OF 9/32"AND A MINIMUM CENTER TO CENTER SPACING OF 1/2". DRAWN BY: DATE:
3. THE ABOVE SECTIONS APPLY TO ALL MULLBAR-TO-MULLBAR CONNECTIONS, AIDE 09/27112
REGARDLESS OF ORIENTATION(i.e.,HORIZONTAL OR VERTICAL). I HE 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 THIRD 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 �r(�/(�v�j® •
CONFIGURATION IS SHOWN IN BOLD. (9CG[il1(S
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
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TO THE SUBSTRATE AND OTHER MULL BARS. 3"PVC
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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 zr�
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 JA13ARA 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-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 a: 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), FMAIWDMA 250(BOX WINDOWS),FMA/AAMA/WDMA 300(EXTERIOR DOORS) 1:1 8 OF 10
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WINDOW sysrErls
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 REQ'D PER EACH END OF MULL Q ? Q Z
MULL BAR -II MULL BAR Z W H O <W O W
0 Z 0 Z O X Z m_
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INSTALLATION ANCHOR -INSTALLATION ANCHOR O O I-O CJ nQ._
-JL- _f SEE TABLE 1 L _L '--�_ SEE TABLE 1 z O-w?Z I-V
SEALANT ALONG - ----_ _ __-� ADD STRUCTURAL ELEMENTS SEALANT ALONG - J=-_ _�_ ADD STRUCTURAL ELEMENTS Q Z U U Z U
AS REQ'D TO MAKE LEVEL FOR AS REQ'D TO MAKE LEVEL FOR F"'-LL O O LL Z
OUTSIDE EXPOSED — MULL BAR OUTSIDE EXPOSED — MULL BAR Q�O W F H Z-
EDGE BY INSTALLER EDGE BY INSTALLER _ }
PERIMETER SEALANT 0 PERIMETER SEALANT W U 5 x LL~'>O w O w
BY INSTALLER MIN.EMBEDMENT BY INSTALLER MIN,EMBEDMENT Z a O-1 U)F-
INSIDE AND OUT INSIDE AND OUT D- _ x O O
SEE TABLE 1 SEE TABLE 1 0 =H 0 W 2 }
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SUBSTRATE BY OTHERS SUBSTRATE BY OTHERS
SEE TABLE 1 SEE TABLE 1
SEE.EDBGESEE DIST. -._ MIN.EDGE DIST.
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9 TYPICAL FLANGE(RETRO FIT)ANCHORAGE _9o , TYPICAL FLANGE("L"ANGLE)ANCHORAGE ; •��O E fJSF.,"QL��,
HEAD AND JAMBS SIMILAR FOR FLANGE INSTALLATION HEAD AND JAMBS SIMILAR FOR FLANGE INSTALLATION v: No 58201 '.?)
X90: STATE OF :A
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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.
S E-T PE ANCHOR TYPE MIN.EMBEDMENT MIN.EDGE DIST. 2.SILL STOOL MUST BE FLUSH AGAINST INSIDE OF MULLED WINDOWS NORTH PORT,FL 34288
CONCRETE(2. SI MIN.) 3/16"ITW TAPCON 1" 3" AFTER INSTALLATION. PH.941-380-1574
C TE(2.85 KSI MIN.) 3/16"ELCO ULTRACON 1-3/4" 1.1 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" 2-1/2" UNIT AS NEEDED. INSTALLATION DETAILS
3/16"ITW TAPCON FLANGE
2X MIN.SOUTHERN PINE(G=0.55) OR ELCO ULTRACON 1-3/8 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 09/27/12
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. DWc#: __.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
1/8"STEEL(33 KSI MIN.) DRILLING SCREW THRU 0.125" 7/16" SPECIFIC INSTALLATION DETAILS. scnLE: SHEET
1.2 9 OF 10
WINDOW sysTEwls
1900 SW 44TH AVE.
OCALA,FLORIDA 34474
WWW.CWS.CC
3"PVC
MULL BAR
IMPACT
a z ¢Z?:
RETMULL BAR CLIP O FIT °TWO EQ'D PER EACH END OF MULL Z w L"ANGLE CLIP 0
"d 2 ¢0 Lu Z OW
0 Z(0§>-0 3:m
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MULL BAR MULL BAR Z Z=�¢X W O O
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INSTALLATION ANCHOR �I `I�'' — INSTALLATION ANCHOR ¢ F-Z U U)ZU O u.0
SEE TABLE 1,SHT 9 SEE TABLE 1,SHT 9 ¢ow—mo Z
JAL � F �Iro`n
SEALANT ALONGE r _
�.. ,_L SEALANT ALONGE --' -'S. W O W O W Ip W
LLI
OUTSIDE EXPOSED o.a — OUTSIDE EXPOSED a E2 =d 0 O
EDGE BY INSTALLER °o; EDGE BY INSTALLER ;o O W F-0EXTERIOR FINISH �o��i_ _ _ MIN.EMBEDMENT EXTERIOR FINISH o°o��° _ _ _ MIN.EMBEDMENT a F EL a U
BY OTHERS •ui1 - - SEE TABLE 1,SHT 9 BY OTHERS •oi.I-- - - SEE TABLE 1,SHT 9
PERIMETER SEALANT PERIMETER SEALANT
BYINSTALLER BYINSTALLER
INSIDE AND OUT INSIE AND OUT
5 BSTRATE BY OTHERS SUBDTRA E BY OTHERS ,``Jl�pl. �T4.
SEE TABLE 1,SHT 9 SEE TABLE 1,SHT 9 JOp5.4�.........E M G�n�
° MIN.EDGE DIST. MIN.EDGE DIST. v No 58201 °•.�-P
F VERTICAL SECTION SEE TABLE 1,SHT 9 �1 VERTICAL SECTION SEE TABLE 1,SHT 9
10 TYPICAL FIN(RETRO FIT)ANCHORAGE 10 j TYPICAL FIN("L"ANGLE)ANCHORAGE
HEAD AND JAMBS SIMILAR FOR FIN INSTALLATION HEAD AND JAMBS SIMILAR FOR FIN INSTALLATION 3 STATE OF :�41`
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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
UNITAS 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 1ODF 10
r