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FL #9520.1
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OFFICE OF THE FL# FL9520-R7
Application Type Revision
Code Version 2017
Application Status Approved
Comments
Archived
Product Manufacturer Custom Window Systems Inc.
Address/Phone/Email 1900 SW 44th Avenue
Ocala, FL 34474
(352)368-6922 Ext 245
kpine@cws.cc
Authorized Signature Kevin Pine
kpine@cws.cc
Technical Representative Jay Lathrop
Address/Phone/Email 1900 SW 44th Ave
Ocala, FL 34474
(352)368-6922 Ext 291
jlathrop@cws.cc
Quality Assurance Representative Arturo Monteverde
Address/Phone/Email 1900 SW 44th Ave
Ocala, FL 34474
(352)368-6922 Ext 221
amonteverde@cws.cc
Category Windows
Subcategory Mullions
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida
Professional Engineer
Evaluation Report-Hardcopy Received
Florida Engineer or Architect Name who developed the Lucas A.Turner
Evaluation Report
Florida License PE-58201
Quality Assurance Entity Keystone Certifications,Inc.
Quality Assurance Contract Expiration Date 07/21/2020
Validated By Steven M. Urich, PE
Validation Checklist-Hardcopy Received
Certificate of Independence FL9520 R7 COI Evallkenort836B.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://vvww.flohdabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvlHvmuJRWcZ12gTuypubl NDOfxVcZHZ10%3d 1/2
1/4/2018 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
9520.1 3"Alum.Tube Mullion 3"Alum.Tube Mullion,Horizontal&Vertical, Fin&Flange
applications. (IMPACT)
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL9520 R7 II CWS-836B.gdf
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 EvalReoort836B.Ddf
Evaluation Report for complete list of Limitations and Created by Independent Third Party: Yes
Conditions of Use.
9520.2 4"Alum.Tube Mullion 4"Alum.Tube Mullion, Horizontal&Vertical, Fin&Flange
applications. (IMPACT)
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL9520 R7 II CWS-837B.12df
Approved for use outside HVHZ:Yes Verified By: Lucas A.Turner 58201
Impact Resistant:Yes Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
Other: Large Missile Impact; See Installation Instructions and FL9520 R7 AE EvalReport837B.pdf
Evaluation Report for complete list of Limitations and Created by Independent Third Party: Yes
Conditions of Use.
9520.3 5 1/2"Alum.Tube Mullion 5 1/2"Alum.Tube Mullion, Horizontal&Vertical, Fin&Flange
applications. (IMPACT)
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL9520 R7 II CWS-838B.gdf
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 EvalRenort838B.Ddf
Evaluation Report for complete list of Limitations and Created by Independent Third Party: Yes
Conditions of Use.
Back Next:
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::Accessi bi lity 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 pubic 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:
M—M ® ®
Credit Card
Safe
https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvlHvmuJRWcZl2gTuypubl NDOfxVcZHZIO%3d 2/2
URNER 1239 Jabara Ave.
North Port, FL 34288
ENGINEERING & Ph. 941-380-1574
TCONSULTING, INC. FBPE C.O.A. #29779
Evaluation Report 836B
September 26, 2017
Product Description: PVC 3"Mullion H-1758
Manufacturer: Custom Window Systems, Inc. 1900 SW 44d'Ave, Ocala,FL 34474
Statement of Compliance: This report evaluates the above-listed product per the requirements of FAC
Product Approval Rule Chapter 61 G20-3.005 (4). This product complies with the requirements of the 6`h
Edition(2017)Florida Building Code including the High Velocity Hurricane Zone. The product testing
standards performed are outlined below.
Technical Documentation:
1) This report,prepared by Lucas A. Turner,P.E.,at 1239 Jabara Ave.,North Port,FL
2) Approval drawing CWS-83613, signed and sealed by Lucas A.Turner,P.E.
3) Test Reports NCTL-210-3833-1,-IA,-2,-2A,-3,and-3A, from National Certified Testing
Laboratories, Orlando, FL signed and sealed by Gerard J.Ferrara,P.E.
a. Testing Performed: TAS 201/202/203-94, ASTM E 1886-02/04/05, ASTM E 1996-
04/06/09,and AAMA 450-06
4) Supplemental Calcs. to support CWS-83613, signed and sealed by Lucas A. Turner, P.E.
Installation: Units must be installed according to approval document CWS-83613.
Limitations of Use: This product:
• May be used up to the sizes and design pressures as shown in CWS-83613,using clips as shown in
CWS-836B
• Is Large Missile Impact Resistant and does not require the use of shutters
• May be used in the High Velocity Hurricane Zone
• May only be used with Custom Window System, Inc.windows,please see separate individual
window unit approvals for applicable design pressures and for more details. The lower of the
individual window design pressures and the mullion design pressures shall apply to the entire
assembly.
• Requires 6063-T6 aluminum mullion and clip extrusions.
Certification of Independence: I do not have,nor do I intend to acquire,nor will I acquire, a financial
interest in Custom Window Systems or in any company manufacturing or distributing products for which
this report is being issued. I do not have,nor do I intend to acquire,nor will I acquire, a financial interest
in any other entity involved in the testing or approval process of this product.
Lucas y .•' No 58201 %r : 9/26/2017
Turner _ Lucas A. Turner, P.E.
2017-09-28 = = FL PE#58201
P : STATE OF
07:30+20:00
NAL EC;0�,
GENERAL NOTES:
3" PVC MULL BAR - LARGE MISSILE IMPACT 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH WICDf1�
SHOWN w/DIFFERENT OPTIONS THE FLORIDA BUILDING CODE(FBC),CURRENT EDITION INCLUDING THE HIGH 1800 SW 44TH AVE.
VELOCITY HURRICANE ZONE(HVHZ)AND IS RATED FOR WIND ZONE 4 MISSILE LEVEL 34474
D IMPACT USE AS DEFINED IN ASTM E 1996 PER THE FBC. W OCALA,ALA,FLORIDAFL RI
CC
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 33 1/3%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. J z Q
5.PRODUCT APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE NOT REQUIRED. g a W 0
w p p
6.DESIGN PRESSURE OF MULLED UNITS SHALL BE CONTROLLED BY THE LESSER w z O Z D_- F
03
DESIGN PRESSURE OF THE MULLION OR THE INDIVIDUAL WINDOW UNITS. ~CO Z O�2
ANCHOR CLIP —— — ANCHOR CLIP Z $= Q w o p
A I C 7.DESIGN PRESSURES AND INSTALLATION DETAILS SHOWN IN THIS DOCUMENT 0 O�N Z a m�CL
w
6 7
AAPPLY PPROVAL. TO THE MULLION.WINDOWS MUST BE APPROVED UNDER SEPARATE Z 0 Z U Z�LL V
6 8.RESPONSIBILITY OF SELECTING FENESTRATION PRODUCTS TO MEET ANY 0_ QQ 0 F z
APPLICABLE LOCAL LAWS,BUILDING CODES,ORDINANCES OR OTHER SAFTEY < ly
O }L) O rn
BUIILUIREMENTS RESTS SOLEY LDING OWNER OR CONTRACTOR THE ARCHITECT,ENGINEER OF RECORD, of Z rn w O-j cn II--
a wlz00 aaa. = Y
9.SINGLE UNITS TO BE MULLED ARE NOT LIMITED TO THOSE SHOWN IN THIS a F a w 3,w rn
DRAWING. SINGLE UNITS TO BE MULLED TOGETHER MUST BE MANUFACTURED BY a
X X X 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 SINGLEQ , ��c,pP10RE•.UNIT WIDTH AND HEIGHT ARE NOT EXCEEDED,AND MULLIONS ARE ANCHORED AS VP?•4�CE NS-.,
SHOWN HERE IN. .J; c�.
G F E D v No 58201 Z
10 10 9 g ANCHOR CLIP 11.HORIZONTAL MULLION SHALL EXTEND THE ENTIRE W IDTH OF THE MULLED UNIT.
VERTICAL MULLION IS USED TO MULL SIDE BY SIDE UNITS TOGETHER.
EXAMPLE HORIZ/.VERT.MULLION '9 t STATE OF :W
FOR SECTION VIEW ONLY .%pC
,�8`S••,OR1 Gam•
ANCHOR CLIP
Lucas 'float
Turner
2017-09-28 .7
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
X I X i
SHEET DESCRPTpN:
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 N: REV.:
SECTION VIEWS.........................................6-7 EXAMPLE VERTICAL MULLION FOR
CWS-836 B
CONFIGURATIONS&ANCHOR NOTES.......8 PVC WINDOWS FOR SECTION VIEWS ONLY SCALE:
INSTALLATION DETAILS..........................9-10 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 90�m�
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 75 3/8 81 87 93 99 107 3l8 114 120 126 132 138 145 3/8 1900 SW 44TH AVE.
_2'
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
2 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 WWW.CWS.CC
= 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 65.0
53 118 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 65.0 65.0 65.0 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 65.0 65.0 65.0
-w+ 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
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 1 59.1 56.9 53.7 ¢ Z ¢Z�
DP CHART IS FOR: ~ ow0 OW00
NON-INTERSECTED IMPACT 3"MULLION 1758,HORIZONTAL OR VERTICAL,USING(PER END): Z w o
LU Z0Z <_?w
o arn�>-0of m_
LL Puy ZHZi�x
1522 CLIPS ZO �M2<Xu.l00
x I-X
(4)3116"ITW TAPCONS or ELCO ULTRACONS INTO SOLID CONCRETE or WOOD p Z y U)Z Z F 0 U)
'�I]"rPyiE+6O.H Toer nIJC IIJTn HO I Ol4 or RCILIT GII I Fh RI nrl ZQ U Z U uj Z O U U
-------------------- a3Ow0=OZ
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'ffVV Tapcons or ELCO ULTRACONS into SOLID CONCRETE or w LL wU)0 Lu Y)W
WOOD per each end of m ullion. HOLLOW or GROUT-FILLED BLOCK require 1/4"ELCO ULTRACONS. a- Z=a X 0-In
OPENING SIZE(in.) 0 w~0 w x X
39 45 51 57 63 69 753/8 81 87 93 99 1073/8 114 120 126 132 138 1453/8 a r a Of
_ 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
c
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 0.0 50.0 80.0 80.0 80.0 65.0 4%`%�,PN..'�W fT1��i
53 118 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 65.0 65.0 65.0 �V?P �G E N SF GpL''•�
Q
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 :�'P
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
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 X90;• STATE of
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 '.�<`�4 O A%O�
,,1�� :'���•�
DP CHART IS FOR: SS/ONA;E� O�,,
NON-INTERSECTED IMPACT 3"MULLION 1758,HORIZONTAL OR VERTICAL,USING(PER END): NOTES:
1.THE MULL BAR IN FOCUS FOR ANY GIVEN
1776 CLIPS CONFIGURATION IS SHOWN IN BOLD.
(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 THRO ATTACHED TO IT(SHOWN IN DASHES)
UGH THE USE OF MULL BAR CLIPS.(6) 1/4"ELCO ULTRACONS INTO HOLLOW or GROUT-FILLED BLOCK INTERSECTED MULL BAR WILL ALWAYS BEN 9/26/2017
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.
NORTH PORT,
VERTICAL MULLION VERTICAL MULLION VERTICAL MULLION VERTICAL MULLION 34288
-'- TWIN TRIPLE TWNRRPLE PH,941-380-1-1 574
HORIZONTAL MULLION HORIZONTAL MULLION HORIZONTAL MULLION
SHEET DESCRIPTION:
T� DP CHARTS
r- r uT NON-INTERSECTED
w w H N OPENING MULLS
J J Z Z SIZE
DRAWN 9Y: DATE:
J z ADE 09/27/12
L j j O Z DWG# REV.:
f
CWS-836 B
70�
OPENING SIZE OPENING SIZE F� F� OPENING SIZE� OPENING SIZE MULL LENGTH T I�-MULL LENGTH --I MULL LENGTH �- -i SOLE' 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"RW Tapcons into SOLID CONCRETE or WOOD,or 1776 clips 29�m�
with six(6)#10 Screws into WOOD or METAL or 3/16"ITWTapcons 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 75318 81 87 93 99 1 1103/ 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 50.050.0 50.0 50.0 OCALA,FLORIDA 34474
c 42 3/4 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
=
483/4 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0
531/850.0 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
z57 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
�
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 1 50.0 50.0 50.0 46.8 44.0 40.0 1 z 3 ¢z
0,0 CoLuod
DP CHART IS FOR: w z0Z xr-zH
INTERSECTED IMPACT 3"MULLION 1758,HORIZONTAL OR VERTICAL,USING EITHER(PER END): 0 r W�i 0 X 3
ZZ
1522 CLIPS 0 0 1-0,3¢F�a
-(4)#10 SCREWS INTO WOOD or METAL 0 U U 0 z D'7(n
(4)3/16-ITW TAPCONS or ELCO ULTRACONS INTO SOLID CONCRETE or WOOD z 0
(4) 1/4"ELCO ULTRACONS INTO HOLLOW or GROUT-FILLED BLOCK ¢ I'z u_(oO 0"z
1767 CLIPS ¢ X to 0 z y
-(6)#10 SCREWS INTO WOOD or METAL Z X((n 0 w U)w
(6)3/16'ITW TAPCONS or ELCO ULTRACONS INTO SOLID CONCRETE or WOOD o
(6) 1/4"ELCO ULTRACONS INTO HOLLOW or GROUT-FILLED BLOCK 0 =P 0 w�w 0
a
%%.0 P,p10 RE W ATG
JOp?.��G E N SF•.f'2t�
TWINrrRIPLE HORIZONTAL MULLION v t No 58201 •:1�L
VERTICAL MULLION
tu
�13% STATE OF '4u
d
X --- -- � 1SINGLE1
C7
WIN
w T
Lu z I OR
O I TRIPLE
UNITS 1
BELOW
Ll I I I I I I 1 9/26/2017
Imo-OPENING SIZE MULL LENGTH? - LUCAS A.TURNER,P.E.
FL PE#58201
1239 JABARA AVE.
NORTH PORT,FL 34288
PH.941-380-1574
SHEET DESCRPTION:
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 9: 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: SHEET
TO THE SUBSTRATE AND OTHER MULL BARS. 1:1 3 OF 10
ITEM PART# DESCRIPTION FRAME TYPE OPENING "T"MULLBAR CLIP "L"MULLBAR CLIP
M 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-1 13 F-1767-001
3 #10 x 1 1/2",PANHEAD PHILIPS ZINC FLANGE WINDOW SYSTEMS
4 #10 FLAT WASHER RETRO F-1522-006 F-1767-001 1900 SW 44TH AVE.
7 S-1897 MULLION CLIP NEW F-1767-004(L&R) OCALA,FLORIDA 34474
FIN www.cws.cc
8 SEALANT RETRO F-1522-013 F-1767-004(L&R)
9 S-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 FN 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 g O w w
18 F-1767-004R L-ANGLE 3"MULL CLIP,FIN,RIGHT Z w W o <�006 w
w ZOZ It--t
19 #10 HEX WASHER HEAD TEK SCREW o Q(n�).O W 3 m
20 1#10FHTEKSCREW LL Z ZO~=� a�w�0
USE WOOD SCREW SIZE(#10 OR#12),SPECIFIED IN WINDOW UNIT APPROVAL DOCUMENT U_y 0 U a H a
�2
Z 000 --So-
�13/4•�{ r a3��OOLLZ
t� t vt6• 8011_ I�t 7/16' t 7N6•�{ e<32 a co o o ui
7/16' 1 1/2' I I w LL co 0 w rn w
11 t 1/4' t0 LIIJ x/16^ 7L1� , Z—
U tnw OJfnI-
L 1/1s^ a xa w0��
1/18' 1/16" DRIP CAP S-1895 1 13/18' 1 13/16' 318"
O I~ W w
MULLION INTERIOR1311
11 15!16.1 3/8` a F a X wa
COVER S^8018 FLANGE ADAPTER 5-1896 13/18`
2 7/16' 1[{
1 t1/18' (17/8"1 �,16uuui�r
1�13/8'�i 1/4•(TYP 4116' ,`%�%%��10R.. T
I 13Hs• I II I ) ?�pc� GEN ` �.
TOP VIEW 2 7/16' —f :
_F
: No 58201 S 11 y
213/16"
=v: cc
1/8' 21/18' 9O. STATE OF •.4u
.0z•
7 1 3/4•---I�1 3/8— 15 �04 /ON Al- %,
.
"`
1 3/16' 1/8• 23118' @rr n n �
3'MULLBAR N-1758I—F
LMULLION CLIP 5.1897 i�
9/26/2017
Fes-4 7/8'
2114" LUCAS A.TURNER,P.E.
F-I FLANGE
JA FL #58201
t/g. RETRO/FLANGE CLIP 1239 JABARA AVE.
NORTH PORT, 34288
� PH.941-380-1-1 574
4 7)un 2� SHEET DESCRIPTION:
F-15222-013
NEW CONSTRUCTION/FIN INSTALLATION BOM AND EXTRUSIONS
A
SCORE,BEND AND BREAK
TO REMOVE FIN FOR FRAME DRAWN BY: GATE:
ATTACHEMENT TO MULL BAR ADE 09/27/12
DETAIL A DWG#: REV.:
TYP.FIN FRAME 31
CWS-83B B
SCALE: SHEET
NOTE: ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED. 1.2 4 OF 10
FRAME TYPE OPENING -TMULLBAR CLIP "L"MULLBAR CLIP yq)�r7/�77��_�v7✓{�j;/�/�77yy��77��'L/��{/j��
I (F-1522-XXX) (F-1767-XXX) C`sI(Kypy(G((JfUU(i(/('Ir'�j
FLANGE NEW F-1522-013 F-1767-001 WINDOW SYSTEMS I\�/I
RETRO F-1522-006 F-1767-001 1900 SW 44TH AVE.
NEW F-1522-013 F-1767-004(L&R) OCALA,FLORIDA 34474
FIN WWW.CWS.CC
RETRO F-1522-013 F-1767-004(L&R)
NEW NOT RECOMMENDED F-1767-001
BOX RETRO F-1522-006 F-1767-001 3" PVC
MULL BAR
IMPACT
I
i a z 3 ¢zo
P ouwo Qwow
z WJo
1 1a o zOiz}OD'3m
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6 zUNz O
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15/8" (2 3/4") 2 7/18• IX Z N Wa 0 J(n F
0 w�0 it
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mil 1/2' P
NoREW
OUTSIDE EA
��j�"v\G SF,•y��i
L 1K'(TYP) 7/16"(TYP) vC��� No 592at ':1�?
3/e• p 3W
0�. STATE OF taw
15/8• (2314.1 1518' I
3'
CD
I is
L 6 7/8" -� 9/26/2017
v2 1/2• I
LUCAS A.TURNER,P.E.
2 3/4• 2 314' I 'L'ANGLE 3'STANDARD MULL CLIP-F-1767-001 FL PE#58201
s 5• I 1239 JABARA AVE.
NORTH PORT,FL 34288
"L"ANGLE 3"MULL CLIP,FIN(LEFT)F-1767-004L 'L"ANGLE Y MULL CLIP,FIN(RIGHT)F-1767-D04R PH.941-380-1574
OUTSIDE SHEET DESCRPTM:
EXTRUSIONS
I
I DRAWN BY: DATE:
ADE 09/27/12
DWG#: REV.:
CWS-836 B
SCALE: SHEET
1.2 5 OF 10
WINDOW SYSTEMS
1900 SW 44TH AVE.
OCALA,FLORIDA 34474
W W W.0 W S.CC
3"PVC
MULL BAR
SEAL ND FLANGE
SEAL BEHIND FLANGE O PRIOR TOIATTACHING 0 APPLY SEALANT ALONG FULL IMPACT
PRIOR TO ATTACHING - TO MULLION LENGTH OF WINDOW FRAME 2
TO MULLION 2 11 2 GROOVE PRIOR TO ATTACHINGOVER 1
9 11 9 11 11 71 WHO ¢Fwco
FIN MUST BE REMOVED W Z O? w=
WHERE WINDOWS O QNB}0tr3m
CONNECT TO MULL Z ~Z woo
F Q _
L) omF-0-PU�ia
0
Z 0(90,6—— �V-
¢ ZZOU-0
} ¢3�wF- Z
Z
�a1VERTICAL/HORIZONTAL MULL BAR SECTION W O a)Lu(n o w(n w
HORIZONTAL MULL BAR SECTION ��HORIZONTAL MULL BAR SECTION LL rn w O 0 2 F-
s FLANGE FRAME WINDOW s FIN FRAME WINDOW s BOX FRAME WINDOW w WHO a O=Ln>
a F a
— ——— uw
11 1 2APPLY SEALANT ALONG FULL Op .4 G E N
LENGTH OF MULLBAR GROOVE
11 1 2 PRIOR TO ATTACHING DRIP w' No 58201 •:��
ADAPTOR
U �b :2�
33; STATE
:O. (V�
FIN MUST BE REMOVED F•.,�p p
WHERE WINDOWS 1 ii;4���SS/
CONNECT TO MULL 9 oO ONA�
n O II r
DETAIL A Z
9/26/2017
SEAL BEHIND FLANGE 10 (SEE DETAIL B) LUCAS A.TURNER,P.E.
SEAL BEHIND FLANGE 10 (SEE DETAIL B) PRIOR TO ATTACHING
PRIOR TO ATTACHING TO MULLION APPLY SEALANT ALONG FULL FL PE#58201
TO MULLION LENGTH OF MULLBAR GROOVE 1239 JABARA AVE.
PRIOR TO ATTACHING FLANGE
ADAPTOR NORTH PORT,FL 34288
(�BIVERTICAL MULL BAR SECTION �1 VERTICAL MULL BAR SECTION 1 PH.941-380-1574
�Q s FIN FRAME WINDOW
s FLANGE FRAME WINDOW SHEET oEscRpTaN:
SECTION VIEWS
rI MULLS
IL C= DRAWN BY: DATE:
ADE 09/27/12
DWG#: REV.:
10
DETAIL B CWS-836 B
SCALE: SHEET
1.2 6 OF 10
D �
WINDOW SYSTEMS
1900 SW 44TH AVE.
Q CD C) 0 OCALA,FLORIDA 34474
W W W.CW S.CC
A
z.,�� y, I %lhir�/.Sz 3"PVC
O 5� �Lip!
I i; it i''iMULL BAR
_ J) _ uL l`_ _ IMPACT
fr=
nIIL= ¢ z 3 Qz3
n, nl'tJ - z WPI] Q�ZW
LL HW
z x�QtY
A 1 0 �ro�Q=P°R
SECTION VIEW A-A o z��zZl~-mai
TOP VIEW z 20cd 0—
FIN FRAME Q 1=?LL g O OD U.
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Q Z
w 000 }oof
ww)w
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00 w0 ax�>
2 0 a U,
5'MULLBAR(H-1760)
2 4"MULLBAR H•1759
(SEE SEPARATE APPROVAL FOR ( )
O APPROPRIATE DP CHARTS) APPROPREE IATE DP CHARTS)TE APPROVAL FOR 2
0 0 `y`JVp`.��OENSF•.Qy��:
No 5820,
9 9
STATE OF :4u=
SEE NOTE 1 7 lff11/16" EDGE DGE DISTANCE 11H�MAX EDGE DISTANCE �i0�••'A' O R 1
SEE NOTE 1 7 11/16"MAX.EDGE DISTANCE SEE NOTE 1 7 , ,i,101*0 A 1 EaG�`•
119 7
19 SEE NOTES 1&2 SEE NOTES 1&2 1
19 SEE NOTES 1&2 0 0(1 EA./CLIP) (1 EA/CLIP)
(1 EA/CLIP) SEE NOTE 4 SEE NOTE 4 9/26/2017
SEE NOTE 4
C 4"HORIZ.TO 3"VERT.MULLBAR SECTION �1 3'HORIZ.TO 3'VERT.MULLBAR SECTION LUCAS A.TURNER,P.E.
C 5'HORIZ.TO 3'VERT.MULLBAR SECTION �1 7 LANA D FL PE#58201
7 LANGE FRAME W IND W FRAME WINUUW
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 DESCRIPTION:
SHOWN ABOVE.
SECTION VIEWS
2. PRE-DRILLED HOLES(THRU H/V 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, ADE 09/27/12
REGARDLESS OF ORIENTATION(i.e.,HORIZONTAL OR VERTICAL). THE FULL LENGTH DWG#: REV.:
MULL MUST BE THE SAME DEPTH,OR GREATER,THAN THE INTERSECTING MULL. CWS-836 B
4.INTERIOR MULL ANCHOR ATTACHMENT SCREW THRU VERTICAL MULL INTO MULL SCALE: SHEET
CLIP. PRE-DRILL PILOT HOLE THRU ALL MATERIAL. 1:2 7 OF 10
NOTES: clgyN1(XU/n(]nr-�j
1.THE MULL BAR IN FOCUS FOR ANY GIVEN I��/I
CONFIGURATION IS SHOWN IN BOLD.
TWIN TRIPLE TRANSOM OVER TWIN TRANSOM OVER TRIPLE 2.AN INTERSECTED MULL BAR HAS OTHER MULL WINDOW SYSTEMS
r VERTICAL MULLION VERTICAL MULLION VERTICAL MULLION VERTICAL MULLION BAR(S)ATTACHED TO IT(SHOWN IN DASHES) 1900 SW 44TH AVE.
I I 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.
r r 3.NON-INTERSECTED MULL BARS CAN BE ATTACHED
z z = TO THE SUBSTRATE AND OTHER MULL BARS. 3••PVC
MULL BAR
+ J J
IMPACT
L LI I I
I-- OPENING SIZE---i --I OPENING SIZE F� f--- OPENING SIZE--i OPENING SIZE F� Q Z h Z T O�3 w
LL ZF-w'�ZF-�2x
O Omm<ww00
F
TWIN/TRIPLE HORIZONTAL MULLION O v rn cl F-Z a P U))a
TWIN TRIPLE IZO NAL MUL VERTICAL MULLION Q O Z V C6 Z Z)V O
r HORIZONTAL MULLION HORIZONTAL MULLION HORIZONTAL MULLION _
} Q<OwO00Z
Lu Q w >y L)~Z U7
w = — h W oom(now(n W
N L OSIZE G z — -- Z ISINGLE� ?Lo wa. O cn H
IN ~i IRI
0 a w
�
Lu L O 1TRIPLE �
a
O z fFA
—— I UNITS
BELOW
L o L
MULL LENGTH —� ��—MULL LENGTH �I MULLLENGTH �I I I J�, P' 0 RE w T i
F�OPENING SIZE F� MULL LENGTH �S.��C E N 3F G�2
58201 A
=9t
Q: STATE OF :�
NOTES: S,ONA, `,,���
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
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-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:
FkWAAMA 100(FIN WINDOWS),FMA/AAMA200(FLANGE WINDOWS), FMANVDMA250(BOX WINDOWS),FMA/AAMA/WDMA 300(EXTERIOSHEET
R DOORS) 1:1 8 E T
WIN EMS
1900 SW 44TH AVE.
OCALA,FLORIDA 34474
WWW.CWS.CC
3" PVC
MULL BAR
IMPACT
RETRO FIT
MULL BAR CLIP T ANGLE MULL BAR CLIP
TWO REQ'D PER EACH END OF MULL g Z 3 Q Z
_ MULL BAR _ F- p W O Q W O p
1 1 1 1 MULL BAR Z W-..I 0 Z W
)f 11 W ZOZ 2--t
_—_ —_ � ~Z=tea
,r INSTALLATION ANCHOR ,r INSTALLATION ANCHOR O O~O U�x oO o
L SEE TABLE 1 SEE TABLE 1 O O y z a
SEALANT ALONG - L ADD STRUCTURAL ELEMENTS :` -�- -- O Z O - ~Z
SEALANT ALONG - - - L ADD STRUCTURAL ELEMENTS ZZ O U to p O-
OUTSIDE EXPOSED _ - AS REQ'D TO MAKE LEVEL FOR OUTSIDE EXPOSED _ AS REQ'D TO MAKE LEVEL FOR Q F W p O W U
EDGE BY INSTALLER MULL BAR EDGE BY INSTALLER MULL BAR >_ <3 OO Lu F F_O
PERIMETER SEALANT PERIMETER SEALANT ly F-(A O
BYINSTALLER
INSIDE AND OUT MIN.EMBEDMENT BY INSTALLER Z to W Q J w
SEE TABLE 1 INSIDE AND OUT
MIN.EMBEDMENT
SEE TABLE I p WHO d2MT
W
SUBSTRATE BY OTHERS (L ~ a 0_ a
SUBSTRATE BY OTHERS
SEE TABLE 1 SEE TABLE 1
MIN.EDGE DIST.
MN.EDGE DIST.
SEE TABLE 1 SEE TABLE 1 ����� O� rrr
D VERTICAL SECTION �1 VERTICAL SECTION ��y. PN.••••W ?-6
D.
TYPICAL FLANGE(RETRO FIT)ANCHORAGE 9 TYPICAL FLANGE('L"ANGLE)ANCHORAGE ,�•VP5•��GE
HEAD AND JAMBS SIMILAR FOR FLANGE INSTALLATION HEAD AND JAMBS SIMILAR FOR FLANGE INSTALLATION �v: No 58201 ••.�-P
13 STATE OFOR
,rrrrS,SrONA E�p�,•
10 1.110
X-
9/26/2017
NOTES:
LUCAS A.TURNER,P.E.
TABLE 1:APPROVED MULL CLIP INSTALLATION FASTENERS 1.BOX FRAME MULL INSTALLATION SIMILAR TO FLANGE FRAME. FL PE#58201
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"rrW TAPCON 1' 3" AFTER INSTALLATION. PH.941-380-1574
CONCRETE(2.85 KSI MIN.) 3/16"ELCO ULTRACON 1-3/4' 1" SHEET DESCRIPTION:
3.RECESS RETRO MULLION CLIP 3/8'MAX FOR CLEARANCE OF W INDOW
HOLLOW 1/2" UNIT AS NEEDED. INSTALLATION DETAILS
2XMN.SOUTHERN PINE(G=0.55) OR E C ULTRACTAPCON FFULLTHRE
7/8" FLANGE
OR ELCO ULTRACON 4.FOUR(4)ANCHORS REQUIRED PER MULL CLIP,SEE SHEETS 2-3.
2X = #10 WOOD SCREW
THREE(3)ANCHORS REQUIRED PER'L-MULL CLIP,SEE SHEETS 2-3. DRAWN BY: DATE:
ADE 09/27/12
16 GAUGE(0.060")MIN.STEEL STUD #10 16 HILTI KW IK-FLEXOR RW D 5.SEAT MULLION TIGHT TO MULL CLIP.(33 KSI YIELD MIN) TEKS SELF-DRILLING SCREW 7/16' DWG N: REV.:
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. SCALE: SHEET
1.2 9 OF 10
29�00
1900 SW 44TH AVE.
OCALA,FLORIDA 34474
WWW.CWS.CC
3" PVC
MULL BAR
IMPACT
RETRO FR "L"ANGLE CLIP F- O W O <Z3:Z0
MULL BAR CLIP TWO REQ'D PER EACH END OF MULL W=Z_W
Z W-jO
D Z�Z}0 w m
LL I-Li�zl-3' x
MULL BAR fel) MULL BAR ZO 6 M 0 Q Q=0 0
U UyF-VO-Fd10-
JL -- J40 Z-—ZF-DW
INSTALLATION ANCHOR -"lr J Ir r INSTALLATION ANCHOR Q °-F?O W o O LL Z
SEE TABLE 1,SHT 9 SEE TABLE 1,SHT 9 �} <3 0 F H F O_
SEALANT ALONGE SEALANT ALONGE - — w 0 L U)w p tp H
OUTSIDE EXPOSED .d OUTSIDE EXPOSED
F
EDGE BY INSTALLER ob"o EDGE BY INSTALLER °b°p' a
a
o w0 =�>
EXTERIOR FINISH '° ° MIN.EMBEDMENT EXTERIOR FINISH °�° M .EMBEDMENT a a IX a
BY OTHERS SEE TABLE 1,SHT 9 BY OTHERS SEE TABLE 1,SHT 9
PERIMETER SEALANT PERIMETER SEALANT
BYINSTALLER BY INSTALLER
INSIDE AND OUT INSIDE AND OUT
SUBSTRATE BY OTHERS SUBSTRATE BY OTHERS ��cc,,P.tT(�
SEE TABLE 1,SHT 9 SEE TABLE 1,SHT 9 V?'�•v\G E N SF•. -1�:1
i
^ MIN.EDGE DIST. - MIN.EDGE DIST. v' No 58201 ••..P L
r r , VERTICAL SECTION SEE TABLE 1,SHT 9 SEE TABLE 1,SHT 9
/ �, , VERTICAL SECTION ''t
10 TYPICAL FIN(RETRO FR)ANCHORAGE 10 TYPICAL FIN("L"ANGLE)ANCHORAGE O;• STATE OF :�4/'
HEAD AND JAMBS SIMILAR FOR FIN INSTALLATION HEAD AND JAMBS SIMILAR FOR FIN INSTALLATION
��y fis'c�Q R to�'G�•;•',�
X�
9/26/2017
LUCAS A.TURNER,P.E.
NOTES: FL PE#58201
1239 JABARA AVE.
1.SILL STOOL MUST BE FLUSH AGAINST INSIDE OF MULLED WINDOWS NORTH PORT,FL 34288
AFTER INSTALLATION. PH.941-380-1574
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.
owc x: REV.:
5.FOR ANCHORAGE DETAILS FOR THE WINDOW,REFER TO THE WINDOW CWS-836 B
SPECIFIC INSTALLATION DETAILS. SCALE: SHEET
1:2 10JF 10