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FL# FL9520-R7
Application Type RECEIVED vision
Code Version 2017
Application Status JAN ® 9 41020 Approved
Comments ST. Lucie County, Permitting
Archived
Product Manufacturer Custom Window Systems Inc.
Address/Phone/Email 1
Ocala, FL 34474
(352)368-6922 Ext 291
jlathrop@cws.cc
Authorized Signature Kevin Pine
kpine@cws.cc
Technical Representative ]ay Lathrop
Address/Phone/Email 1900 SW 44th Ave
Ocala, FL 34474
(352) 368-6922-6922
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
Uj
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 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
FL9520 R7 EDuiv FL9520 Equivalency W
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
ArL
Model, Number or Name Description
9520.1 3"Alum.Tube Mullion 3"Alum.Tube Mullion, Horizontal &Vertical, Fin&Flange
applications. (IMPACT)
of Use Installation Instructions
Approved for us VHZ:Yes FL9520 R7 II CWS-836B.pdf
Approved for us ou ide HVHZ:Yes Verified By: Lucas A.Turner 58201
Impact Resista :Yes Created by Independent Third Party: Yes
Design Pressure: 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
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.Rdf
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.pd
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 EvalReport838B.pdf
Evaluation Report for complete list of Limitations and Created by Independent Third Party: Yes
Conditions of Use.
Back FNext
Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824
The State of Florida is an AA/EEO employer.Ql yIlght 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:
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3" PVC MULL BAR - LARGE MISSILE IMPACT GENERAL NOTES:1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH VVIN- -DOW SYMMS•
SHOWN WDIFFERENT OPTIONS THE FLORIDA BUILDING CODE(FBC),CURRENT EDITION INCLUDING THE HIGH
VELOCITY HURRICANE ZONE(HVHZ)AND IS RATED FOR WIND ZONE 4 MISSILE LEVEL W 44TH AVE.
1900 1900 SS 34474
D IMPACT USE AS DEFINED IN ASTM E 1996 PER THE FBC. OC
W.CW FLORIDAOCC
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.
O z Q o
5.PRODUCT APPROVED FOR IMPACT RESISTANCE.SHUTTERS ARE NOT REQUIRED. I-. o w O O F o p
zw
6.DESIGN PRESSURE OF MULLED UNITS SHALL BE CONTROLLED BY THE LESSER wZ O Z}O m
DESIGN PRESSURE OF THE MULLION OR THE INDIVIDUAL WINDOW UNITS. LL F w Z�-3 n_
ANCHOR CLIP -—— — — —— —— — - ANCHOR CLIP Z Z 2 m Q IY w O O
A C I 7.DESIGN PRESSURES AND INSTALLATION DETAILS SHOWN IN THIS DOCUMENT 00 U)�Z a H cn a
6 7
APPLY
ONLY
TO THE MULLION.WINDOWS MUST BE APPROVED UNDER SEPARATE ¢ ZO Z U-Z 7(=7 Cn
O B O O > F--,20z°Oz
s 8.RESPONSIBILITY OF SELECTING FENESTRATION PRODUCTS TO MEET ANY cr gQ O F I=r Z
APPLICABLE LOCAL LAWS,BUILDING CODES,ORDINANCES OR OTHER SAFTEY F ito } ?:O
BUIQLDIN UIREMENTS OWNER OR CONTRACTOR.THE ARCHffECT,ENGINEER OF RECORD, Z W m J F
0a. w r=-0 Cn
0-
9.SINGLE UNITS TO BE MULLED ARE NOT LIMITED TO THOSE SHOWN IN THIS a ate. �3 W
DRAWING. SINGLE UNITS TO BE MULLED TOGETHER MUST BE MANUFACTURED BY IL
X X X CUSTOM WINDOW SYSTEMS,INC.AND MUST BE MADE OUT OF VINYL PVC OR
EXTRUDED ALUMINUM.
ttittttitytiff"
10.VERTICAL MULLED UNITS MAYBE MULLED INDEFINITELY AS LONG AS THE SINGLE , t��tt1AOI2<41d
Q Q UNIT W IDTH AND HEIGHT ARE NOT EXCEEDED,AND MULLIONS ARE ANCHORED AS `fi +�4011NO'''.;p 4
SHOWN HERE IN. 4vf� e 58201•},y•.
G F E D ANCHOR CLIP
10 10 9 9 11.HORIZONTAL MULLION SHALL EXTEND THE ENTIRE WIDTH OF THE MULLED UNIT. '*
VERTICAL MULLION IS USED TO MULL SIDE BY SIDE UNITS TOGETHER. Sot ta-
EXAMPLE HORIZ/.VERT.MULLION r 3>t STATE SF vr�
FOR SECTION VIEW ONLY
+ GC{�iOPq~fi�
ANCHOR CLIP �Opj/y' �1��
Lucas
Turner
2017-09-28 r
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 1 SHEET DESCRIPTION:
I I 1
TABLE OF CONTENTS GENERAL NOTES AND
ELEVATIONS
GENERAL NOTES&ELEVATIONS...............1 oRAwN E DATE:
DP CHARTS.................................................2-3 ADE 09/27/12
BOM&EXTRUSIONS.....................................4 ANCHOR CLIP
EXTRUSIONS.................................................5 DWG#: REV.:
SECTION VIEWS.........................................6-7 EXAMPLE VERTICAL MULLION FOR 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 3116"ITW Tapcons or ELCO ULTRACONS into SOLID CONCRETE
or WOOD per each end of mullion. HOLLOW or GROUT-FILLED BLOCK require 114"ELCO ULTRACONS. O7ubm.ffl
OPENING SIZE in. VVINDOW SYSTEMS
39 1 45 51 57 63 69 75 318 81 87 93 99 1073/8 114 120 126 132 138 145 318 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
c 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.CVVS.CC
= 48 314 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
O
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
UJIZ 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 ,
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 s.m„h. .,.F ...::::.:.€ _.-;.. _.,._;:::::.:...._._._k:._.__: _.........
MULL BAR
J ........... ._.._ _........._._.....::nac u.;..�::ui=""^vEE;E,e.;:vvi"Ev':gE;::.;.........:...;v::e:::
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 i '"_.. z`€€€€ii Y€E:€!EE€E:€E-€^EE,^EEE I:E:u€-:mE!- :::ms
= `..€_.._ � _........... .. ......... k € ._._..5. ....._ IMPACT
_,E amm;-;m::EEu
2 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 1 56.9 53.7
_. __.... _.. .._._ € ¢ Z ¢z o
DP CHART IS FOR: z w o o ¢m o w
NON-INTERSECTED IMPACT 3"MULLION 1758,HORIZONTAL OR VERTICAL,USING(PER END): w z O z tY t z F-
2�
1522 CLIPS z z 2:2<X LLu 00 0
-(4)#10 SCREWS INTO WOOD or METAL O O 1-O Z¢F�a
O
U U Cl)I-- a
-(4)3/16"ITW TAPCONS or ELCO ULTRACONS INTO SOLID CONCRETE or WOOD p z-m z I-0(D
-(4) 1/4"ELCO ULTRACONS INTO HOLLOW or GROUT-FILLED BLOCK z O O c=i vi-56-
Q�LLWO�az
-- - --------------------------------------------------------- M.:(
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 3116"ITW Tapcons or ELCO ULTRACONS into SOLID CONCRETE or w OLL O x y o w(0 w
WOOD per each end of m ullion. HOLLOW or GROUT-FILLED BLOCK require 1/4"ELCO ULTRACONS. a z Co a x p(ncn
OPENING SIZE(in.) Cof _~ a- w
39 45 51 57 63 69 75 318 81 87 93 99 107 318 114 120 126 132 138 145 318 0- ~ a a
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
ci 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 yyypyrtorrri?f
53 118 80.0 80.0 80.0 80.0 50.0 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 fi'�gfi •' CENB T�j�trfS
G
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 ,. No fiB2€11
J63 80.0 B0.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 65 0 65 0 � . �2 ; ,ire * *
.j 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
268 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 ;i€ '�53 STATE OF t40�
72 65.0 1 65.0 65.0 65.0 65.0 65.0 65.0 1 64.9 61.7 1 59.1 56.9 53.7 .......om'=
DP CHART IS FOR:
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 Z�Z-
BAR )ATTACHED TO IT(SHOWN
(6)3/16"ITW TAPCONS or ELCO ULTRACONS INTO SOLID CONCRETE or WOOD THROUGH THE USE OF MULL ARICLIIPS.HAN) 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.
NORTH PORT,FL 34288
VERTICAL MULLION VERTICAL MULLION VERTICAL MULLION VERTICAL MULLION TWIN TRIPLE TWINITRIPLE PH.941-380-1574
HORIZONTAL MULLION HORIZONTAL MULLION HORIZONTAL MULLION SHEETDESCRIPT N:
_ = T DP CHARTS
0 7- T w NON-INTERSECTED
J J w OPENING MULLS
WW Z y SSE DRAWN BY: DATE:
J J z 0 L ADE 09/27/12
L 0 Lu
DWG#: REV.:
LL L o o CWS-836 B
I I II II I �-"-MULL LENGTH --� �"�MULL LENGTH -� MULL LENGTH I+ �I
SCALE: SHEET
OPENING SIZE ---I OPENING SIZE F- Fes- OPENING SIZE'--moi "I OPENING SIZE F-- 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 3116"ITW Tapcons into SOLID CONCRETE or WOOD,or 1776 clips
with six(6)#10 Screws into WOOD or METAL or 3/16"tlW Tapcons into SOLID CONCRETE or WOOD per each end of mullion.HOLLOW or GROUT-FILLED BLOCK require 1/4"ELCO ULTRACONS. C`� •�
OPENING SIZE in. WINDOW SYMMS
39 45 51 57 63 69 75 318 81 87 93 99 110 318 114 120 126 132 138 145 318 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 42314 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 WWW.CWS.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
53 118 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
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
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 �, ' ' IMPACT
68 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 49.8 47.6 f''
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 j.
........... «{,�Cs=`:i_'. '-;€=`.i ii "i=mmi€i` J
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;E:....a; E"_...."....c..-_.-....--.._,. ....... Q Z ¢Z
H OWO ¢FOM
DP CHART IS FOR: w z p z t?
INTERSECTED IMPACT 3"MULLION 1758,HORIZONTAL OR VERTICAL,USING EITHER(PER END): g LL H w 3 z OF 3'S co
Z zX2<XWC,O
1522 CLIPS
(4)#10 SCREWS INTO WOOD or METAL 0 r O U G- r D:
U z-(n-2:-tAa
y
-(4)3/16"ITW TAPCONS or ELCO ULTRACONS INTO SOLID CONCRETE or WOOD z p U v z 5 U-
-(4) 114"ELCO ULTRACONS INTO HOLLOW orGROUT-FILLED BLOCK < Q z LL w O O z
1767 CLIPS ¢ X"�(!U- uJ
-(6)#10 SCREWS INTO WOOD or METAL w LL U)w to F
-(6)3116"ITW TAPCONS or ELCO ULTRACONS INTO SOLID CONCRETE or WOODa
-(6) 1/4"ELCO ULTRACONS INTO HOLLOW orGROUT-FILLED BLOCK z
F
O WM wOWN
X o X�Wo
�gstrarrrr+r
k13REW
ylC,ENo VN
TWIN/TRIPLE HORIZONTAL MULLION •`• Na SB201 1
VERTICAL MULLION
% STATE OF
z --- -- z ISISN I 3+++ jON!A%_
I ORa.
I
�I --- -- C I
UNITS
II
L IBELOWI
II I II I I I9/26!2017
OPENING SIZE 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. DRAWN BY: DATE:
2.AN INTERSECTED MULL BAR HAS OTHER MULL
BAR(S)ATTACHED TO IT(SHOWN IN DASHES) ADE 09/27/12
THROUGH THE USE OF MULL BAR CLIPS.AN DWG 4: 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 'T"MULLBAR CLIP "L"MULLBAR CLIP
FRAME TYPE OPENING r,
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 G,12 NEW F-1522-013 F-1767-001
3 #10 x 1 1/2",PANHEAD PHILIPS ZINC FLANGE WINDOW SYSY MS
4 #10 FLAT WASHER RETRO F-1522-006 F-1767-001 1900 SW 44TH AVE.
7 S-1897 MULLION CLIPFIN 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 NOTRECOMMENDED F-1767-001
10 S-1896 FLANGE ADAPTER BOX RETRO F-1522-006 F-1767-001 3"PVC
11 S�6018 MULLION INTERIOR COVER
13 P3486 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 p w O w w O O
18 F-1767-004R L-ANGLE 3"MULL CLIP,FIN,RIGHT z w. O Q F-z w
w zOz
19 1 #10 HEX WASHER HEAD TEKSCREW o Q U) >O= m
20 #10 FHTEK SCREW Z Z= a�W00
O OF-OQ=I. a:USE WOOD SCREW SIZE(910 OR#12),SPECIFIED IN WINDOW UNIT APPROVAL DOCUMENT U U u)F-Z 0-F U(L
Z pU' :) --Z)U-
131411-1 LL
1/2' 11/1i
9/32.' 1 7/16" 1 7116" 9/32" <}'O W O O O
7116"�� � " Q 0 Z'6��� O❑ �
11 1 1� e 10 1/2' U L— �{ 7/16° 7/16" a z-p 0 0 U}
Il� 1/16 p W F- D.2 X
1/16 1 6' 11 6" 2 Of w U
DRIP CAP S-1865 1 3/1 (1 15/16.1 3/1 3!6' d F o. ��wa
MULLION INTERIOR 1 3116'
COVER 5-6018 FLANGE ADAPTER S-1896
2 7/16° 1L4"
1 11116" (17/8") s�}}}sttiHttltts
r1318 �� 41/8" �>> t<I€1FYE}y jig
13T �� 01/4 (TYP)
1 TOP VIEW 2 7/16• 15/16 �' J= 3v�e fiB2fl1 t'7t'w
"
2 13/16" S
118'
.�i STA76 OF rW�
�zvis" I 518"
7 1 314' 1 are"-moi 1 '�r,70AtAE- t.�'
+trE111111 �
1 3116' 1/8' 2 3116'
3"MULLBAR H-1758
1/8"
MULLION CLIP S-1897
1a9/26/2017
F� 4 7/8" •i
2114„ LUCAS A.TURNER,P.E.
F-1FLANG FL A#58201
RAA
118" RETRO/FLANGE CLIP 1239 JABARA AVE.
NORTH PORT,FL 34288
PH.941-380-1574
4 7r—±—j2� SHEET DESCR T N:
F-15222-013
A
NEW CONSTRUCTION/FIN INSTALLATION BOM AND EXTRUSIONS
SCORE,BEND AND BREAK
TO REMOVE FIN FOR FRAME DRAWN 8V: DATE:
ATTACHEMENT TO MULL BAR ADE 09/27/12
DETAIL A
DWG#: 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 10
y
FRAME TYPE OPENING "T"MULLBAR CLIP "L"MULL13AR CLIP
(F-1622-XXX)-15 -013F-1767-XXX s
FLANGE NEW F-1522-013 F-1767-001 WINDOW�EfAS
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 NOTRECOMMENDED F-1767-001
BOX RETRO F-1522-006 F-1767-001 3"PVC.
MULL BAR
IMPACT
a z 3 OWU ¢zo
¢t_o
17 18 w zOz fYtZW
Q Pw�z��mP
O OrOa<w00
zPro
2 3/4" 2 1/4' O Z�cn F.7 caA
Z 0 0,6 DU-
>- <�iQpWgoOz
Oo
1 5/8" 123/4•) 2 7/16" Z Cl)w O�m F
CL
p wI-ox of
316"(2X) a. r a LU?:w
7/16"THRU(TYP) 1/4'THRU(TYP)
1/2" ��',,x%jF1?REW� cif
OUTSIDE �ti�,,tA�,y4C,E.�d$��•Q�!��
1 1/4°(TYP) 7/16"(TYP) ,��-,`7•'� No 582E11 •tP"
1— O 3/8"
318" i ►-6io;..
15/8" 12 3/4"I 1 5/8"
3'L CD
i 16
I 118--1
/8" ....yy. ...
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s 718 9/26/2017
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LUCAS A.TURNER,P.E.
2 3/4" - 2 3/4" "L"ANGLE 3"STANDARD MULL CLIP-F-1767-001 FL PE#58201
1239 JABARA AVE.
5" 5" NORTH PORT,FL 34288
"L"ANGLE 3"MULL CUP,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
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SCALE: SHEET
1:2 5 OF 10
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1900 SW 44TH AVE.
! OCALA,FLORIDA 34474
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3"PVC
' MULL BAR
SEAL BEHIND FLANGE 0 APPLY SEo IMPACT
SEAL BEHIND FLANGE O PRIOR TO ATTACHING LENGTH SEALANT
ANT ALONG FULL WINDOW FRAME
PRIOR TO ATTACHING TO MULLION 2 GROOVE PRIOR TO ATTACHING 2
TO MULLION 2 i� COVER
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11 11
O 11 FIN MUST BE REMOVED O w Z O Z D_�z w
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11 1 2 LENGTH OF MULLBAR GROOVE ..�.a p v 4P
11 1 2 PRIOR TO ATTACHING DRIP
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WHERE WINDOWS
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9/26/2017
7-9/2612017
SEAL BEHIND FLANGE
SEAL BEHIND FLANGE 10 (SEE DETAIL B) PRIOR TO ATTACHING 10 (SEE DETAIL B) LUCAS A.TURNER,P.E.
PRIOR TO ATTACHING TO MUW ON
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
B VE TIC L MULL BARSECTIONe VERTICAL MULL BAR SECTION PH.941-380-1574
6 FLANGE FRAME WINDOW s FIN FRAME WINDOW 1 f
L SHEET DESCRIPT N:
SECTION VIEWS
MULLS
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ADE 09127112
DWG#: REV.:
! 10
CWS-836 B
DETAIL B
SCALE: SHEET
1:2 6 OF 1O
WINDOW SYSTEMS
1900 SW 44TH AVE.
CD 0 C) C—) OCALA,FLORIDA 34474
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SEE NOTE 1 7 11116"MAX.EDGE DISTANCE 11116-MAX.EDGE DISTANCE ',�': 8
SEE NOTE 1 7 11116"MAX.EDGE DISTANCE SEE NOTE 1 7 f rrrr'�OPFAtZy, 44
1 1
19 SEE NOTES 1 8 2 19 SEE NOTES 1&2 r
1 19 SEE NOTES 1&2 SEE NOTE 4 0 (1 EAJCLIP) SEE NOTE 4
SEE NOTE 4 0 0 (1 EAJCLIP)
(1 EA./CLIP) 9/26/2017
C 5"HORIZ.TO 3"VERT.MULLBAR SECTION �C�4"HORIZ TO 3"VERT.MULLBAR SECTION HORIZ.TO 3"VERT.MULLBAR SECTION LUCAS A.TURNER,P.E.
7 FLANGE FRAME W NDOW 7 FLANGE FRAME W NDOW 7 FLANGE FRAME W NDOW 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 PRE-DRILLED HOLES(THRU HN CLIP 1697),BY THE INSTALLER, MULL INTERSECTIONS
MAY BE LOCATED AS NEEDED WHILE MAINTAINING A MINIMUM CLIP EDGE DISTANCE
OF 9132'ANDA 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:
1.THE MULL BAR IN FOCUS FORIN BO GIVEN �j7/7(�v�/ mm
TWIN TRIPLE TRANSOM OVER TW IN TRANSOM OVER TRIPLE CONFIGURATION IS SHOWN IN BOLD. �ll�Y(lllnna�L1((YSYS
2.AN INTERSECTED MULL BAR HAS OTHER MULL VNIPdDOtlN SYSTEMS
VERTICAL MULLION VERTICAL MULLION VERTICAL MULLION VERTICAL MULLION BAR(S)ATTACHED TO IT(SHOWN IN DASHES) 1900 SW 44TH AVE.
THROUGH THE USE OF MULL BAR CLIPS.AN OCALA,FLORIDA 34474
INTERSECTED MULL BAR WILL ALWAYS BE WWW.CWS.CC
ATTACHED TO THE SUBSTRATE AT BOTH ENDS.
3.NON-INTERSECTED MULL BARS CAN BE ATTACHED
r r TO THE SUBSTRATE AND OTHER MULL BARS.
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NOTES:
1.AT MULLION LOCATION,ATTACH WINDOW UNIT(S)TO MULLBAR THRU FRAME AS SPECIFIED IN WINDOW UNrr APPROVAL DOCUMENTS.IF ALUMINUM ATTACHMENT IS NOT SPECIFIED IN THE WINDOW UNITAPPROVAL 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-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. DRAVIN 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
FMAIAAMA 100(FIN WINDOWS),FMAIAAMA 200(FLANGE WINDOWS), FMANVDMA 250(BOX WINDOWS),FMA/AAMAIWDMA 300(EXTERIOR DOORS) 1:1 8 OF 10
VVINDOW SYSTEMS
1900 SW 44TH AVE.
OCALA,FLORIDA 34474
WWW.CWS.Cc
3"PVC
MULL BAR
IMPACT
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MULL BAR CLIP z w-ja <�- W
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SEE TABLE 1,SHT 9
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SEALANT Lu x(1)0 w co w
SEALANT LL cl)w
ALONGE 0�U)F_
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EDGE BY INSTALLER 0 w 0
EDGE BY INSTALLERI w :C i.-X W 3:w
EXTERIOR FINISH MIN.EMBEDMENT EXTERIOR FINISH • MIN.EMBEDMENT
a- F- (L X a.
BY OTHERS SEE TABLE 1,BHT 9 BY OTHERS SEE TABLE i.SH7 9
PERIMETER SEALANT PERIMETER SEALANT
BYINSTALLER BYINSTALLER
INSIDE AND OUT INSIDE AND OUT
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SUBSTRATE BY OTHERS— SUBSTRATE BY OTHERS—
SEE TABLE 1,BHT 9 EE TABLE 1,SHT Y.50 lcm
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--7 A S
MIN.EDGE DIST. WAMIN.EDGEDIST.
SEE TABLE 1,SHT 9
SEE TABLE 1,SHT 9 VERTICAL SECTION Z
F VERTICAL SECTION rG
�O TYPICAL FIN(RETRO FIT)ANCHORAGE \,�O TYPICAL FIN("L"ANGLE)ANCHORAGEZ 1) $TATE VAT
OF
HEAD AND JAMBS SIMILAR FOR FIN INSTALLATION HEAD AND JAMBS SIMILAR FOR FIN INSTALLATION A'
0 Fk
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. DRAVIN 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 IGDF 10