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• FL# FL9520-117
Application Type /�/� �
Code Version (::proved
17 p
Application Status
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 RECEIVED
Address/Phone/Email 1900 S 447
W 44th Ave DEC ® 7 ".118�18
(352)368-6922 Ext 291
jlathrop@cws.cc ST. Lucie County, Permitting
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 1
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
J 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.floddabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgvlHvmuJRWcZl2gTuypubINDOfxVcZHZ10%3d 1/2
12/7/2018 Florida Building Code Online
FL9520 R7 Equiv FL9520 EDuivaim y—af
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.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 Eval Repo rt836B.pd
Evaluation Report for complete list of Limitations and Created by Independent Third Party:Yes
Conditions of Use.
9520.2 4"Alum.Tube Mullion 4"Alum.Tube Mullion, Horizontal&Vertical, Fin&Flange
applications. (IMPACT)
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL9520 R7 II CWS-837B.pff
Approved for use HVHZ:Yes Verified By: Lucas A.Turner 58201
Impact Resistan .Yes Created by Independent Third Party: Yes
Design Pressure. Evaluation Reports
Other:Large Missile Impact; See Installation Instructions and FL9520 R7 AE EvalReoort837B.pf
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 EvallkeportS38B.pdf
Evaluation Report for complete list of Limitations and Created by Independent Third Party:Yes
Conditions of Use.
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Contact U<::2601 Blair Stone Road,Tallahassee FL 32399 Phone-850-467-1824
The State of Florida Is an AA/EEO employer.L2gyljght 2007-2013 State of Florida.::Privacy Statement::Accesslblllri 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 emalls
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 bur_
Product Approval Accepts:
*I�k
...........................
i�g iol
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GENERAL NOTES:
4" PVC MULL BAR - LARGE MISSILE IMPACT 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH
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 1900 SW 44TH AVE.
D IMPACT USE AS DEFINED IN ASTM E 1996 PER THE FBC. OCALA,FLORIDA 34474
W W W.0 WS.CC
2.CONFIGURATIONS(SEE SHEETS 2-3):VERTICAL OR HORIZONTAL.
3.SEE MULLION CHARTS FOR MAX.DESIGN PRESSURES AND LENGTH. 4"PVC
(REFER TO SHEETS 2-3) MULL BAR
-_
4.ANCHORAGE:THE 33 113%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.
5.PRODUCT APPROVED FOR IMPACT RESISTANCE. USE OF SHUTTER IS NOT REQUIRED. F¢- w v¢i w 0
LU
6.DESIGN PRESSURE OF MULLED UNITS SHALL BE CONTROLLED BY THE LESSER w z O z w- H
DESIGN PRESSURE OF THE MULLION OR THE INDIVIDUAL WINDOW UNITS. ~w� O
ANCHOR CLIP ANCHOR CLIP Z Z=m 2 w w 0 0
q C 7.DESIGN PRESSURES AND INSTALLATION DETAILS SHOWN IN THIS DOCUMENT O 0 w O L5¢a H F-a
6 7 APPLY ONLY TO THE MULLION.WINDOWS MUST BE APPROVED UNDER SEPARATE U3?
APPROVAL. zd Ozoozo�0
O 6 O 11 O 8.RESPONSIBILITY OF SELECTING FENESTRATION PRODUCTS TO MEET ANY ¢ 4 w P: 0 z
APPLICABLE LOCAL LAWS,BUILDING CODES,ORDINANCES OR OTHER SAFTEY < 2 a?ZZ
REQUIREMENTS RESTS SOLEY WITH THE ARCHITECT,ENGINEER OF RECORD, 0 0 tr c}»O w Co w
BUILDING OWNER OR CONTRACTOR. z�'w 0 w(nt -
II II w woo a WCo
9.SINGLE UNITS TO BE MULLED ARE NOT LIMITED TO THOSE SHOWN IN THIS a r a �
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.
IQ IQ IQ I
10.VERTICAL MULLED UNITS MAYBE MULLED INDEFINITELY AS LONG AS THE SINGLE ii�` P,2RE °;Tikrit
SHOWN
I HERE NN HEIGHT ARE NOT EXCEEDED,AND MULLIONS ARE ANCHORED AS 1�i��¢�:'ytCEN$F
G F E D ANCHOR CLIP „�.' Na SB2i11 x;'11:
10 10 9 9 11.HORIZONTAL MULLION SHALL EXTEND THE ENTIRE WIDTH OF THE MULLED UNIT. * ��
EXAMPLE HORIZ/.VERT.MULLION VERTICAL MULLION IS USED TO MULL SIDE BY SIDE UNITS TOGETHER. ;*ex
FOR SECTION VIEW ONLY ��O' STATfi OF Wim.
ANCHOR CLIP
�/It j�1VARe�t+�i
Lucas
Turner
O ; O 2017-09-28
07:13+20:00 9/26/2017
LUCAS A.TURNER,P.E.
FL PE#68201
1239 JABARA AVE.
NORTH PORT,FL 34288
X X
PH.941-380-1574
SHEET DESCRIPTION:
L NOTES
TABLE OF CONTENTS Q 4 GENEELEVATIIONS AND
GENERAL NOTES&ELEVATIONS...............1 DRAWN BY: DATE:
DP CHARTS.................................................2.3 ANCHOR CLIP ADE 09/27/012
BOM&EXTRUSIONS.....................................4 DwG u: REV.:
EXTRUSIONS.................................................5 EXAMPLE VERTICAL MULLION FOR
SECTION VIEWS.........................................6-7 PVC WINDOWS FOR SECTION VIEWS ONLY CWS-837 B
CONFIGURATIONS&ANCHOR NOTES.......8 SCALE:
INSTALLATION DETAILS..........................9-10 SHEET
1:25 1 OF 10
T
Design Pressure Chart.PSF,for Wrrhlersected hpacl P/C 4'Millon FM759,wdi 1522 tips using four(4)41O screw a or rresonry anchors per each end of m111on.See note below chart for furdter anchorage infon ation.
OPENING 512E In. IIN
0050m ////
39 45 51 57 83 89 753/8 81 BT 93 99 107318 114 120 128 132 138 145318 I VERTICAL MULLION (u�/ �/ Ill-/\�(�III(%��JI
48 3l4 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 I HORIZONTAL MULLgN WINDOW SYSTEMS
53 118 120.0 12D.0 120.0 120.0 120.0 120.0 118.6 115.1 112.3 110.3 109.1 108.6 108.6 108.6 108.6 108.6 108.6 108.6 -�-- 1900 SW 44TH AVE.
57 1200 120.0 120.0 120.0 117.9 111.7 106.5 102.9 99.9 97.6 96.0 94.6 94.3 94.3 94.3 94.3 94.3 70.0 I OCALA,FLORIDA 34474
63 120.0 120.0 119.6 110.3 102.9 97.1 92.1 80.5 85.4 82.9 80.9 78.9 77.9 77.4 77.2 70.0 70.0 70.0 I z rJw. WWW.CWS.CC
Pz- 68 120.1) 120.0 108.8 100.0 93.1 87.5 82.7 79.2 76.2 73.6 71.6 69.3 68.1 67.2 66.6 66.3 66.3 66.3 I U.1 rn
i 72 120.0 112.1 101.4 93.1 86.5 81.1 76.5 73.1 70.1 67.6 65.5 63.2 61.8 60.8 60.0 59.5 59.2 m='gam= z
lu 76 118.6 105.2 95.0 87.1 80.7 75.6 71.1 67.9 64.9 62.5 60.4 58.1 56.6 55.5 54.7 54.0 Z 4"
PVC
1 80 70.0 70.0 70.0 70.0 70.0 70.0 66.5 63.3 60.5 5B.1 56.0 53.7 52.2 51.1 50.1 �, , _
64 70.0 70.0 70.0 70.0 70.0 66.5 62.4 59.3 56.6 54.2 52.2 49.9 484 473ah1'K `«.vM j ._. I L ° MULL BAR
88 70.0 70.0 70.0 70.0 67.3 62.8 58.8 55.8 53.2 50.9 48.9 46.7 45 2 .�} a"'*�x hu r I L
EiRE
92 70.D 70.0 70.0 69.1 63.8 59.4 55.6 52.7 50.1 47.9 46.0 43.8 ' .x; .1"s,+2 la*.r,,. ,� - ---x-- I !�- OPENING SIZE-�1 MULL LENGTH --I IMPACT
96 70,0 70.0 70.0 65.8 60.6 56.4 52.7 1 49.9 1 47.4 1 45.3 1 43"4 41.3 1 .. ._�«- _�;.;;;. =F=� _. - I TRIPLE
VERTICAL MULLION
DP CHART IS FOR: TRIPLE ¢ z ¢z
Q
F c2 W O W W 0
NON-INTERSECTED IMPACT 4"MULLION 1759,HORIZONTAL OR VERTICAL,USING(PER END): HORIZONTAL MULLIONI w
1522 CLIPS I z w'' ¢ O k z
zOz =--I-
-(4)#10 SCREWS INTO WOOD or METAL z o ¢in§}O 0 m_
-(4)3/16"ITW TAPCONS or ELCO ULTRACONS INTO SOLID CONCRETE or WOOD Ul z z=2¢it LU 2=
-(4) 1/4"ELCO ULTRACONS INTO HOLLOW or GROUT-FILLED BLOCK i j z O O f-O Z a F if d
--------------------------------------------------- oCJ z- z �
Oesgn Pressure Chart.PSF.for Wn"_tersected ct PV04'Mu on H-1759,with 1767 c ps using six(6)#10 screws or masonry anchors per each end of m ion.See note w chart for further anchorage lnformUcn. I a Z O z U fq Z 7 U C.J
OPENING SIZE in. I O ¢} 4-LLW O=LLL z
.................._......._.._... I II MULL LENGTH g�'O I_
H F
39 45 51 57 83 69 75 318 81 87 93 99 107318 114 720 128 132 138 145 318 I �{OPENING SIZE+- ¢ U U-z rri
48 314 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 TRANSOM ovER TWIN O a:c}i1 D W U W
53 118 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 I VERTICAL MULLION LL fn W L...I fn F-
57 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.D 120.0 120.0 120.0 120.0 120.0 120.0 120.0 70.0 I T IM"IPLE d -=a- IY L�w
GHORIZONTAL MULLION O O.I F O a.2=}
= 63 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 117.5 116.0 115.2 114.9 70.0 70.0 70.0 I fy = d LU�W to
F fib 120.0 120.0 120.0 120.0 120.0 120.0 120.0 117.9 113.4 109.6 106.5 103.2 101.3 100.0 70.0 70.0 70.0 70.0 L a a
z T2 120.0 120.0 120.0 120.0 120.0 120.0 113.9 108.8 104.3 100.6 97.5 94.1 70.0 70.0 70.0 70.0 70.0 I r OPENING
UJI
76 120.0 120.0 120.0 120.0 120.0 112.5 105.9 101.0 96.7 93.0 89.9 86.4 70.0 70.0 70.0 70.0 z SIZE
J so 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 i "_ +t+Nti hr4;:j.
m I ++ DREW N.
Ba 70.0 70.0 D.D ����::R� �"`��s� - I to �
0 7 70.0 70.0 To.o 70.0 7o.a 70.0 70.0 - 70.0 70.0 70 0 7o D � - � � ++ Pp r
..
88 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 69.5 673 x a yam: . I 7 `Q+@'rY\�'igy�{�j,�
92 70"0 70.0 70.0 70.0 70.0 70.0 70.0 700 70.0 70.0 68.5 65.2 - Y'
_" ....... .. .1_., .. _ ,v. No 542€14
96 70,0 70.0 r
70.0 70.0 70.0 70.0 70.0 70.0 69.0 65.3 62.2 58.5 ; ;«;;;0 ',.:r e;is;;;;n=;; T I MULL LENGTH -�---� `► ':OPENING SIZE
DP CHART IS FOR: TRANSOM OVER TRIPLE
1767 CLIPS
N ,ON-INTERSECTED IMPACT 4'MULLION 1759,HORIZONTAL OR VERTICALUSING(PER END): VERTICAL MULLION r9 STATE OF .14
I .Ooiti c ��tr.
-(6)910 SCREWS INTO WOOD or METAL I t�"•� R4;: `� '��`
-(6)3/16"ITW TAPCONS or ELCO ULTRACONS INTO SOLID CONCRETE or WOOD
-(6) 1/4"ELCO ULTRACONS INTO HOLLOW or GROUT-FILLED BLOCK 1#aen�11s1
---------------------------------------------------jz
W.Il Ir Pressure Chart,PSF.for Nor- rsectetl krpact P7 4'Ml H-1759,w 1767 c4ps usmg six 6)#12 screws or 1/4'Elco Ultracons per each end of=Ion.Sesnoteto w chart or urther anchorage In ormsuan.
__ .._....__ OPENING SIZE in.
39 45 51 57 63 fig 1 75 318 81 B7 93 99 107 318 114 120 126 132 138 1 145 318 I 2 9/26/2017
48 314 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 II
53 118 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 I OPENING SIZE4- LUCAS A.TURNER,P.E.
57 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 70.0 I FL PE#58201
63 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 70.0 70.0 70.0 I 1239 JABARA AVE.
=
66 720.0 120.0 120.0 120.0 120.0 120:0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 119.7 70.0 70.0 70.0 70.0 NORTH PORT,FL 34288
CF7 .-;;;;;,
72 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.1) 116.7 112.6 70.0 70.0 70.0 70.0 760 ------ I PH.941-380-1574
w76 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 115.7 111.3 107.6 103.5 70.0 70.0 70.0 70.0 MJF;;;;:"_: `.
J SHEET DESCRIPTION:
J 80 70.0 70.0 70.0 70.0 70.0 70.0 70,0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 ,h . '''as ""--`�-""-ms
Ba 70.0 70.0 70.1 70.0 7D.o 70.0 7D.D 7o.a 70.0 70.0 70.0 70.0 70.0 70.0 =;-; ,zfr a!iaa'ii i ss !€€ti r:' I DP CHARTS
g 88 7D.D 70.0 7D.o 70.0 7o.D 70.0 70.0 7D.a 70.0 70.0 70.0 70.0 ; �;„>x' ,; INOres: NON-INTERSECTED
92 70.0 70.0 I 70.0 1 70.0 1 70.0 70.0 1 70.0 1 70.0 70.0 1 70.0 1 70.0 1 67.2 _ 1.THE MULL BAR IN FOCUS FOR ANY GIVEN MULLS
96 7D.D 70.0 70.0 70.0 70.0 70.0 70.0 70.0 69.0 65.3 62.2 58.5 =-,-=W=r;;;; ¢;-;;;;;;3;;;.:�.:.�:;m;;;: ;;;:._.;;-=gam==: I CONFIGURATION IS SHOWN IN BOLD, DRAWN BY: DATE:
I2.AN INTERSECTED MULL BAR HAS OTHER MULL
DP CHART IS FOR: BAR(S)ATTACHED TO IT(SHOWN IN DASHES) ADE 09/27/012
NON-INTERSECTED IMPACT 4'MULLION 1759,HORIZONTAL OR VERTICAL,USING(PER END): I THROUGH THE USE OF MULL BAR CLIPS.AN DWG o: REV.:
1767 CLIPS I INTERSECTED MULL BAR WILL ALWAYS BE
-(6)912 SCREWS INTO WOOD or METAL I ATTACHED TO THE SUBSTRATE AT BOTH ENDS. CWS 837 B
-(6)1/4"ELCO ULTRACONS INTO SOLID CONCRETE or WOOD 13.NON-INTERSECTED MULL BARS CAN BE ATTACHED SCALE: SHEET
TO THE SUBSTRATE AND OTHER MULL BARS. 1:1 2 OF 10
Design Pressure Cliart.PSF.for Intersected Inpacl PJC4'Muton Pr1759,w/1522 tips using four(4)#10 screws or rtesonry anchors per each and of m1lon.See note bebw chartfar further anchorage idanetion. iii------��
OPENING SIZE In.
39 45 51 1 57 69 69 75318 61 87 93 99 1 770318 1 114 120 726 132 138 145 318
37 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 118.3 106.6 103.4 98.5 94.0 89.9 86.2 82.0 I WINDOW SYSTEMS
c 42 314 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 114.3 107.4 101.3 91.6 88.9 84.6 80.8 77.3 74.1 70.5 1900 SW 44TH AVE.
=
483/4 120.0 120.0 120.0 120.0 120.0 120.0 112.9 105.8 99.1 93.3 88.0 79.6 77.2 73.6 70A 67A 64.6 61.4 I OCALA,FLORIDA 34474
t- 53 118 120.0 120.0 120.0 120.0 120.0 111.1 102.7 96.3 90.3 85.0 80.3 72.6 70.4 67.1 64.2 61.5 59.0 56.2 I WWW.CWS.CC
z 57 120.0 120.0 120.0 120.0 111.2 102.8 95.0 89.1 83.6 78.7 74.3 67.3 65.3 62.3 59.5 57.0 54.7 52.1
63 120.0 120.0 118.6 108.1 99.3 91.8 85.0 79.7 74.B 70.5 66.6 60.4 58.6 56.0 53.5 51.2 =1?','-';i='
68 120.0 120.0 108.4 98.9 90.9 84.2 78.0 73.2 66.7 64.8 61.3 55.5 53.9 51 5 ,',`, ;:. I 4n PVC
72 120.0 1121 101.4 92.5 85,1 1 78.8 73.1 68.6 64.5 60.8 57.5 522 507 ,.
75316 119.7 106.2 95.9 87.7 80.7 74.8 69.4 85.2 61.3 57.8 54.7 49s =%'mm„ ,,a a,ygm yq,;_ a9Q; ; I MULL BAR
DP CHART IS FOR: I IMPACT
INTERSECTED IMPACT 4"MULLION 1759,HORIZONTAL OR VERTICAL,USING(PER END):
1522 CLIPS I TWIN/TRIPLE -j Z Q
-(4)#10 SCREWS INTO WOOD or METAL I VERTICAL MULLION F 0"0 2 W O W
-(4)3/16"ITW TAPCONS or ELCO ULTRACONS INTO SOLID CONCRETE or WOOD I T z w_3 o z
-(4) 1/4"ELCO ULTRACONS INTO HOLLOW ar GROUT-FILLED BLOCKI} W z O z_ of-L
-L
-------------------------1 o Rw§z0X�=
Design Ressure Chart.PSF,for Intersected hpact P✓C4'Muton F♦-1759,with 1767 clips using six(6)#10 screws or nosonry anchors per each end of nuton.See note belmv chartfor further anchor I = --- -- Z Z= ¢ W O O
age infornetion. F O O I'_O 6 Q=F-�
._..._.�..........._.._.._...
OPENING SIZE(In.) z U U to f j z a F to a_
39 45 51 57 63 69 75 318 81 87 93 99 110 318 174 120 128 132 138 145 318 I ❑ O-=-z 7 2)
37 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.00
tL O Z
a 42 314 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 12D.0 120.0 120.0 120.0 120.0 120.0 115.1 110.3 105.0 I --- -- <Q O W F-=Z-
483/4 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 118.5 114.9 109.6 104.7 100.3 96.1 91.5 I F m 03� O
53 118 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 12D.0 119.5 108.1 104.9 100.0 95.5 91.5 87.8 83.6 I W O0 W U C3 w�w
57 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.D 117.1 11D.7 100.2 97.2 92.7 88.6 84.8 81.4 77 6 JJJ---I I a Z= U-fn
63 120.0 120.0 120.0 120.0 120.0 120.0 120.0 118.7 111.4 105.0 99.2 89.9 87.3 83.3 79.6 762 Kra"# a,. - ? I F�OPENING SIZE ---�I O W~0 W Xry
Ji..� _.... .^..
68 120.0 120.0 120.0 120.0 120.0 120.0 116.1 109.0 102.3 96.5 91.2 82.7 60.3 76.8 ".'-;zf_--::_'.:-:_�s a e'C::;7!:31:i;ia;spas 3;-gym;;;;;;- I a LU W
72 1 120.0 120.0 120.0 120.0 120.0 117.3 109.6 102.2 96.0 90.5 &5.6 .7 5. ;;; ;f; e-- ?€!'^?-_--°»'=-�s�:=r'= :.-i- a a
77 7 4 _- ..:_.,�,._,:::y:,:,,3:3,,:v::3......a.� ..^ I HORIZONTAL MULLION
75318 12 12 12 -
0.0 0.0 0.0 120.0 120.0 111.3 103.3 97 0 1 2 1 4 7
9. 86.0 8. 3.9 -
'i'clii` 'wiF
DID CHART IS FOR:
INTERSECTED MPACT 4"MULLION 1759,HORIZONTAL OR VERTICAL,USING(PER END):
1767 CLIPS
-(6)#10 SCREWS INTO WOOD or METAL N
rn
-(6)3116"ITW TAPCONS or ELCO ULTRACONS INTO SOLID CONCRETE or WOOD z ISINGLEI
- - ---
1/4ULTRACONS INTO HOLLOW orGROUT-FILLED BLOCKz
----------------------------1 TWIN
Q_ OR
O �TRIPLE1 :y9' STATE OF /,4W
Design Pressure Chart,PSF,for Intersected Inpect P/C 4'MLlbn 1+1759,with 1767 caps using six(6)#12 screws or 1/4'taco Utrecons per each and of eulbn.See note bebw chert for further anchorage lnfarrretion. I UNITS .`y�`�'
OPENING SIZElin.) I IBELOWI +„�F b�ORt�':.•"�O'�•,���
..__........__^^ 39 45 51 57 63 69 75 318 81 87 93 99 110 316 114 120 126 132 138 145 318
37 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 I I +tlf+t11f11 }t
c 423/4 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 I Fes- MULL LENGTH
= 48 314 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 115.1 109.5 I x�
t-
S3118 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.D 120.0 120.0 120.0 120.0 119.7 114.3 109.5 105.1 100.1 I
m57 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 116.4 111.0 106.0 101.6 97A 92.8 9/26/2017
� 63 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 118.8 107.6 104.5 99.7 95.3 91.2 ^ii!ti"4":;;'' !'=F.=€
J
66 120.0 120.0 120.0 120.0 120.0 120.0 0.0
= 12 120.0 120.0 115.5 109.2 99.0 96.1 91.7 3=ii=i=`'°'^'� -=u''�aEic'ir:,-;;,�;:,.
g 72 120.0 120.0 120.0 - 120.0 120.0 120.0 120.0 120.0 115.0 108.3 102.5 93.0 90.3 LUCAS A.TURNER,P.E.
75 318 120.0 120.0 120.0 120.0 120.0 120.0 120.0 11s.2 109.2 103.0 97.4 88.4 ".""; „ao,;; ' I FL PE#58201
1239 JABARA AVE.
DP CHART IS FOR: I NORTH PORT,FL 34288
INTERSECTED IMPACT 4"MULLION 1759,HORIZONTAL OR VERTICAL,USING(PER END): PH.941-380-1574
1767 CLIPS
SHEET DESCRIPTION:
-(6)#12 SCREWS INTO WOOD or METAL
(6)114"ELCO ULTRACONS INTO SOLID CONCRETE or WOOD I NOTES: DP CHARTS 11.THE MULL BAR IN FOCUS FOR ANY GIVEN INTERSECTED MULLS
CONFIGURATION IS SHOWN IN BOLD. DRAWN BY: DATE:
12.AN INTERSECTED MULL BAR HAS OTHER MULL ADE 09/27/012
I BAR(S)ATTACHED TO IT(SHOWN IN DASHES)
THROUGH THE USE OF MULL BAR CLIPS.AN DWG#: REV.:
I INTERSECTED MULL BAR WILL ALWAYS BE CWS-837 B
ATTACHED TO THE SUBSTRATE AT BOTH ENDS.
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-1759 MULL,1 318"x 4",FLAT,PVC F-1522-XXX (F-1767-XXX)
2 S-1895 DRIP ADAPTER
3 S-1896 FLANGE ADAPTER NEW NOT RECOMMENDED F-1767-002 WINDOW SYSTEMS
4 5-0018 MULL COVER FLANGE RETRO F-1522-014 F-1767-007(L&R)or 1900 SW 44TH AVE.
F-1767-002 OCALA,FLORIDA 34474
5 F-1522-014 RETRO FIT MULL ANCHOR CLIP
6 F-1522-027 RETRO FIT MULL ANCHOR CLIP FNEW F-1522-027 F-1767-005(L&R) WWW.CWS.CC
N
7 F-1767-0D2 L-ANGLE 4'MULL CLIP,STANDARD RETRO I F-1522-027 F-1767-005(L&R)
8 F-1767-0D5L L-ANGLE 4"MULL CLIP,FIN,LEFT NEW NOT RECOMMENDED F-1767-002 4"PVC
9 F-1767-005R L-ANGLE 4"MULL CLIP,FIN,RIGHT BOX RETRO F-1522-014 F-1767-007(L&R)or MULL BAR
10 F-1767-007L L-ANGLE 4"MULL CLIP,RETRO FLANGE,LEFT F-1767-002
11 F-1767-007R L-ANGLE 4"MULL CLIP,RETRO FLANGE,RIGHT IMPACT
12 910 x 1 1/2",PANHEAD PHILIPS ZINC
13 #10 FLATWASHER
14 CAULK <
owa .,)w06
15 #10 OR#12 HEX WASHER HEAD TEK SCREW"(see note below) z w o ¢ Z w
16 S-1898 4"HORIZ MULLION CLIP,PVC o a 0�}O Of 3 m
17 P-5132 MULLBAR CAP 1 7/16'(rYP.) LL Z Z 2 2¢ W W Q O
18 910 HEX WASHER HEAD TEK SCREW s/32"(TYP) 9132"(TYP.) OU U F-O U d F F-W
19 #10 FHTEKSCREW Zp Z—�ZZ_ =)co
'USE WOOD SCREW SIZE(910 OR 912),SPECIFIED IN WINDOW UNIT APPROVAL DOCUMENT Z U o Z o O U
i-�—f2") }� Q Q W�=LL'
(1 151161 19116"(TYP.) F¢- (�}
,1� 2 13/18" III I (L - Lu a— oof o��
1116' 41/8" a0 WF=-O0 W=WU)
TOP VIEW 4314 of _
a — D- o a
DRIP ADAPTER S-1895 3718'
114"THRU(TYP.)
f--- 31/2" �tyis>tEEW
FI--1 1/4" 1/4"THRU(TYP.) �ti��`*p,NDREby
1/2" I 16 �U�.ST "y�CE/'d,gFyN–Sll
3 1 1/I16" 3118'THRU P. cX �F'
1/16• L 1/a" (TYP.) +.moi": No 58201 ;�:
FLANGE ADAPTER S-1896 OUTSIDE *Y `*
4"HORIZ.MULLION CLIP S-1898 %V. STATE OF0.
4 1/4" 1 11116"(TYP.) (1718') +���<Cti'4 G R"{�
L�„3/,6"�{ 3/16' 1/8' 6 7'4.1p1141jtis�s���ay
2 3/16' 3 7/8"
1
7116' 1 I�8° 1/8” r�
1116" L 1/8' Lj
3/16"(TYP.) .�—
PVC MULL COVER-0016 �4 7/8" 9/26/2017
4"MULLBAR H-1759
RETRO CLIP(4")F-1522-02712 1/4.1 LUCAS A.TURNER,P.E.
OUTSIDE FL PE#58201
7/16•(TYP.) 1239 JABARA AVE.
NORTH PORT,FL 34288
15(16-(TYP.) PH.941-380-1574
SHEET DESCRIPTION:
SCORE,BEND,AND BREAK
I TO REMOVE FIN 5
2 3/16" BOM AND EXTRUSIONS
A / I DRAWN BY: ATE:
ADE 09/27/012
DWG#:
DETAIL A I 47/8. -"I CWS-837 B
TYP.FIN FRAME 4.1
RETRO CLIP(4-)F-1522-014 SCALE: SHEET
NOTE: ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED. 1.2 4 OF 10
FRAME TYPE OPENING 'T"MULLBAR CLIP EF-1
ULLBAR CLIP c9iEtla
FECOM E 1767-XXX NEW NOTRECOMMENDED -1767-002
FLANGE RETRO F-1522-014 7-007(L&R)or 1900 SW 44TH AVE.
-1767-002 OCALA,FLORIDA 34474
NEW F-1522-027 67-005(L&R) WWWCWS.CC
FN
RETRO F-1522-027 F-1767-005(L&R)
10 11 NEW NOT RECOMMENDED F-1767-002 4"PVC
I BOX RETRO F-1522-014 F-1 F-1767(0or MULL BAR
j F-1767-00202
i
IMPACT
z ¢Z�
F- ow0 Qwod
7116"(TYP) f w zOz
1/4-(TYP) i ow R w§>-0 a x
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2 3/4• OUTSIDE OUTSIDE 2 314„ d z=w 0 OJ�F-
5° 5° of z~� W�Wc}n
D. F. IL o a
"L"ANGLE 4"MULL CLIP,RETRO FLG(LEFT)F-1767-007L 'L"ANGLE 4"MULL CLIP,RETRO FLG(RIGHT)F-1767-007R
_..................... ...... .._...................... ._. 1
__..................._...... y fai�part
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( °yY i "NO 582111 t yI r
1/8" 1/8" 7 1/8' ��e��'�...0 Rx•�,�-'�d''�w�4
f^ 6718'— I— 67/8' F�6718"—moi
L 7/16"(l1 P) 1/4"(1YP) X
3l8" � O 3I8• i 7/16"(TYP.) 1/4"(1YP.) 9/26/2017
15181, (2 3/41 1518" 1I O LUCAS A.TURNER,P.E.
FL PE#58201
4 1/4' ( 1 9/16"(TYP.) 1239 JABARA AVE.
NORTH PORT,FL 34288
3718" I PH.941-380-1574
(2 7/8•) 1 9116" SHEET DESCRIPTION:
112' 1/2"
2314" 23/4• 318" 2X) EXTRUSIONS
OUTSIDE OUTSIDE
5., 5" DRAWN B DATE:
j
"L'ANGLE 4'MULL CLIP,FIN(LEFT)F-1767-0050 'L°ANGLE 4"MULL CLIP,FIN(RIGHT)F-1767-005R 27/16"(2x) 27116• 1/2•(23) ADE 09/27/012
(WOOD CONSTRUCTION ONLY) (WOOD CONSTRUCTION ONLY) -L'ANGLE 4"MULL CLIP,STANDARD-F-1767-002
� CWS-837 B
SCALE: SHEET
1.2 5 OF 10
I ,
I WINDOW SYSTEMS
1900 SW AVE.
OCALA,F OT IDA 34474
WWW.CWS.CC
15
I
15 4"PVC
I o MULL BAR
FIN MUST BE REMOVED APPLY SEALANT ALONG FULL IMPACT
LENGTH OF WINDOW FRAME
WHERE WINDOWS I GROOVE PRIOR TOATT ACHING
CONNECT TO MULL COV�R Q Z ¢Z 30
p F O W O W FWF-- n
u- <wfm —W3Z�3�=
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TO ATTACHING WINDOW 3 (SEE DETAIL B) SEAL BEHIND FLANGE PRIOR 3 (SEE DETAIL B ¢ H Z W 2 O u..U
TO ATTACHING WINDOW ) <�O w-H O?
Z
�A1 HORIZONTAL MULL BAR SECTION H } O
s FLANGE FRAME WINDOW 1 HORIZONTAL MULL BAR SECTION �AIVERTICAUHORIZONTAL MULL BAR SECTION w OLL(n w cn Q w(n w
i s FIN FRAME WINDOW B BOX FRAME WINDOW o W O a s U)
I a I= a Lu
_...._... _._.. - _.._.....
------------ - __...._........._ _.... .._.. ..............._....-----------.__. -
_.._.
-------...---------_........ __
( taiaaaatahrrl
APPLY SEALANT ALONG FULL i�a� 1yL)REbl+ rsrr
,
LENGTH OF MULLBAR GROOVE
PRIOR TO ATTACHING DRIP yr
ADAPTOR „�J Na 58201 ;'11.
3►; STATE OF t•10
0.
SEAL BEHIND FLANGE 15 I SEAL BEHIND FLANGE p 2 4, 38 : ,+• Ati���
PRIOR TO ATTACHING p I PRIOR TO ATTACHING O rift�C1(�jA,� ay.�
WINDOW , WINDOW ;
(SEEDETAILA) 2 II r
(SEE DETAILA) z I _ DETAIL A
p I 9/26/2017
1 I FIN.MUST BE REMOVED 1
WHERE WINDOWS APPLY SEALANT ALONG FULL LUCAS A.TURNER,P.E.
I CONNECT TO MULL LENGTH OF MULLBAR GROOVE FL PE#58201
PRIOR TO ATTACHING FLANGE 1239 JABARA AVE.
ADAPTOR NORTH PORT,FL 34288
PH.941-380-1574
' WDETAIL
SHEET DESCRIPTION:
VERTICAL MULL BAR SECTION SECTOL STEWS
FLANGE FRAME WINDOW �1VERTICAL MULL BAR SECTION FIN FRAME WINDOW oRAwN Bv: oATE:
ADE 09/27/012
I DWG#: REV.:
CWS-837 B
SCALE: SHEET
' 1:2 6 OF 10
A 9
..... .
1900 SW 44TH AVE.
CD CDCD CD OCALA,FLORIDA 34474
III I III I WWW.CWS.CC
—-————————--
—————————-
CD CD:,,
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MULL BAR
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IMPACT
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-T 00%
3"HORZ.MULLION CLIP 11/16"MAX.f EDGE DIST. 11/16"MAX.EDGE DIST. .'..."i.�
(SEE NOTE 1) MAXlf 'Ely 11116" X.EDGE DIST.
3-MULLBAR(H-1758) SEE NOTE 1
SEE SEPARATE APPROVAL FOR;
SEE NOTES 1&2 (APPROPRIATE DP CHARTS) 1 16 SEE NOTE 1
(1 EA./CLIP) 18 or 19 SEE NOTE 4 aor 19 SEE NOTE 4 1 9/26/2017
/'�C 4-HOR17 TO 3 VERT.MULLBAR SECTION
7 /FLANGE FRAME WINUQVV /—C- 4-HORIZ.TO 4-VERT.MULLBAR SECTION 1B or 19 SEE NOTE 4 LUCAS A.TURNER,P.E.
\_7,/FLANGE I--KAMI=WINUUW FL PE#58201
rC HORIZ.TC 4-VERT.MULLBAR SECTION 1239 JA
BARA AVE.
FLANGE FRAME WINUUW NORTH PORT,FL 34288
PH.941-380-1574
NOTES:
SHEET DESCRIPTION:
1.SLIDE CLIP INTO LOCATION AND SECURE WITH ITEM 18,AS SHOWN ABOVE. SECTION VIEWS
2.PRE-DRILLED HOLES(THRU HIV CLIPS 5117 OR 5118),BY THE INSTALLER, MULL INTERSECTIONS
MAY BE LOCATED AS NEEDED WHILE MAINTAINING A MINIMUM CLIP EDGE DISTANCE DRAWN BY: DATE:
OF 9/32"AND A MINIMUM CENTER TO CENTER SPACING OF 1/2".
ADE 09/27/012
3.THE ABOVE SECTIONS APPLY TO ALL MULLBAR TO-MULLBAR CONNECTIONS, DWG ht-v.:
REGARDLESS OF ORIENTATION(i.e.,HORIZONTAL OR VERTICAL).THE FULL LENGTH
MULL MUST BE THE SAME DEPTH,OR GREATER,THAN THE INTERSECTING MULL. CWS-837 IS
4.INTERIOR MULL ANCHOR ATTACHMENT SCREW THRU VERTICAL MULL INTO MULL SCALE: SHEET
CLIP.PRE-DRILL PILOT HOLE THRU ALL MATERIAL. 1:2 70F10
NOTES: /Jp )
1.THE MULL BAR IN FOCUS FOR ANY GIVEN f�fY ��/na1`1r/JJQ
TWIN TRIPLE TRANSOM OVER TWIN TRANSOM OVER TRIPLE CONFIGURATION IS SHOWN IN BOLD. WINDOW SYSTEMS fff
2.AN INTERSECTED MULL BAR HAS OTHER MULL
VERTICAL MULLION VERTICAL MULLION VERTICAL MULLION VERTICAL MULLION BAR(S)ATTACHED TO IT(SHOWN IN DASHES) 1900 SW 44TH AVE.
r 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 w rz F TO THE SUBSTRATE AND OTHER MULL BARS. 4"PVC
J J
MULL BAR
J IMPACT
J J
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i z ISINGLEI d Z=d Of O
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MULL LENGTH I h_OPENING SIZE MULL LENGTH---- �
J: Na 58201 N''p.
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NOTES:
1.AT MULLION LOCATION,ATTACH WINDOW UNITS)TO MULLBAR THRU FRAME AS SPECIFIED IN W INDOW 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 z
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 45. DRAWN BY: DATE:
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. ADE 09/271012
SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET,SHEET 9. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. DWG n: REV.:
CWS-837 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/AAMA100(FINWINDOWS),FMA/AAMA200(FLANGEWINDOWS), FMAIWDMA250(BOXWINDOWS),FMA/AAMAIWDMA300(EXTERIORDOORS)
1:1 8 OF 10
INSTALL ANCHORS THRU ANY THREEMULL
FIVE HOLES SHOWN ON EACH OF SIDE OF MULL BAR.
WINDOW SY51'EMS
19005W 44TH AVE.
•�.II i OCALA,FLORIDA34474
I WWW.CWS.CC
15 k'4 f� 4"PVC
o cjj
Q o
MULL BAR
TOP VIEW IMPACT
MULL CLIP 1767-002 ANCHOR REQUIREMENT
Q Z aZ�
F- aWO QW000'
RETRO FIT w z O Z tr Fw--
MULL BAR CLIP "L"ANGLE MULL BAR CLIP OLL F--W?�Z O 3�_
TWO REQ'D PER EACH END OF MULL OOa:O4 WOO Z¢F
U Orn F- aU)d
O Z-7—ZFOy
7d-
00OWZ7OU
;,; MULL BAR } Q-0wO=0Z
MULL BAR it I ANCHOR ~ 0 }j W
�^
INSTALLATION ANCHOR ._ .;r _ t'
INSTALLATION W L O W O W Fn
_ - �;:;,,._; ... SEE TABLE 1 Z W O ul F-
SEE TABLE 1 I� o_
ADD STRUCTURAL ELEMENTS I -
SEALANT ALONG ---_;�: =`yrs- SEALANT ALONG ADD STRUCTURAL ELEMENTS (L F- W
.,:...., AS REQ'D TO MAKE LEVEL FOR II •::i-• t.1 AS REQ'D TO MAKE LEVEL FOR D- D' a
OUTSIDE EXPOSED MULL BAR OUTSIDE EXPOSED ""=.�;;'"'': - J MULL BAR
EDGE BY INSTALLER —— EDGE BY INSTALLER
IMETER
INSIDE AND OUT MIN.EMBEDMENT BYINSTTER SEALANT SEE TABLEDMENT p:N?R p�!.,,y
SEE TABLE 1 INSIDE AND OUTF••.,pj��
SUBSTRATE BY OTHERS SUBSTRATE BY OTHERS
SEE TABLET SEE TABLET
MIN.EDGE DIST.
MIN.EDGE DIST. SEE TABLE 1 w 3►S STATE OF "Wy
SEE TABLE 1 �p1 VERTICAL SECTION �E1 VERTICAL SECTION a0�-'04�j Rz
9 TYPHEAICAL D AND JAMBS4NGE(S MIRARFIT)
R FLANGE INSTALLATION 9 HEAD AND JAMBS(
TYPICAL FLANGE(SIMILAR FOR)
ORETRO,FIT)R FLANGANCHOE GE lf
INSTALLATION
iN,IONA Z%,NNvt
z�
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
SUBSTRATE TYPE ANCHOR TYPE MIN.EMBEDMENT MIN.EDGE DIST. 1239 JABARA AVE.
CONCRETE(2.0 KSI MIN.) 3/16"ITW TAPCON 1" 3" 2.SILL STOOL MUST BE FLUSH AGAINST INSIDE OF MULLED WINDOWS NORTH PORT,FL 34288
CONCRETE(2.85 KSI MIN.) 3/16"ELCO ULTRACON 1-0/4" 1" AFTER INSTALLATION. PH.941-380-1574
HOLLOW or GROUT-FILLED CMU(ASTM C-90)or3.RECESS RETRO MULLION CLIP 3/8"MAX.FOR CLEARANCE OF WINDOW SHEET DESCRIPTION:
1767 CLIP INTO SOLID CONCRETE(2.85 KSI MIN.) 1/4"ELCO ULTRACON 1-1/4" 2-1/2" UNIT AS NEEDED. INSTALLATION DETAILS
2X MIN.SOUTHERN PINE(G=0.55) 3/16"ITW TAPCON 1-0/8" 7/8" 4.FOUR(4)ANCHORS REQUIRED PER"T"MULL CLIP,SEE SHEETS 2-3 FLANGE
OR ELCO ULTRACON 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 09/27/012
16 GAUGE(0.060")MIN.STEEL STUD #10-16 HLTI KWIK-FLEX OR ITW FULL THREAD 5.SEAT MULLION TIGHT TO MULL CLIP. DWG p: REV.:
(33 KSI YIELD MIN) TEKS SELF-DRILLING SCREW THRU 0.060" 7/16"
6.FOR ANCHORAGE DETAILS FOR THE WINDOW,REFER TO THE WINDOW CWS-837 B
1/8"ALUM.(6063-T5 MIN.)OR #10 GRADE 5 SELF TAPPING/ FULL THREAD SPECIFIC INSTALLATION DETAILS. SHEET
1/8"STEEL(33 KSI MIN.) DRILLING SCREW THRU 0.125" 7/16" SCALE:
1:2 9 OF 10
WINDOW SYSTEMS
1900 SW 44TH AVE.
OCALA,FLORIDA 34474
W W W.CWS.CC
4"PVC
MULL BAR
IMPACT
a
F- Ow0 wwo *
"L°ANGLE MULL BAR CLIP w Z O Z a_L
TWO REQ'D PER EACH END OF MULL RETRO FIT Q ¢to }}0 M 3:in
MULL BAR CLIP U- F-w z F-?:g 2
Z Zx2¢0_wp0
O 0F-06¢2 F-a'
MULL BAR U o 0 cZ n.F to a-
.,I MULL BAR 0 Z— Z
... :,. Z UZo .O=UU
—U OU-
F-�U-w—S0Z
INSTALLATION ANCHOR -''-""•`'-- - - INSTALLATION ANCHOR } O F-f-_ -
SEE TABLE 1,BHT 9 i -- 'I 0_
O �}} ~Z
' SEE TABLE 1,SHT 9 0 O F-}
Zu)w�pcn
Q U3F
SEALANTALONGE .. .-.._ ,.... _ ... ..:.......
OUTSIDE EXPOSED .. SEALANT ALONGE " S~d W
EDGE BY INSTALLER os°o• OUTSIDE EXPOSED oo' a F-
EXTERIOR FINISH EDGE BY INSTALLER o 4'
?_ MIN.EMBEDMENT EXTERIOR FINISH °o•° MIN.EMBEDMENT
BY OTHERS '•:,t --- -- - SEE TABLE 1,SHT 9 rP - —
BY OTHERS E -���� -���� � SEE TABLE 1,SHT 9 yyyyyyyyf
PERIMETER SEALANT 4a tr+t
BY INSTTER S PERIMETER SEALANT i a* N fir
INSIDE AND OUT ` URE41d ,
BY INSTALLER •„•"•^• p �r
SUBSTRATE BY OTHERS INSIDE AND OUT 4,
SUBSTRATE
SEE TABLE 1,BHT 9 SUBSTRATE BY OTHERS w N: Na 58201 y'i1.
�' SEE TABLE 1,SHT 9 ^ '
" MIN.EDGE DIST. "•� "
rFF1 VERTICAL SECTION SEE TABLE 1,SHT 9 - MIN.EDGE DIST. S.0: O<�
10 TYPICAL FIN('L"ANGLE)ANCHORAGE rG,VERTICAL SECTION SEE TABLE 1,SHT 9 :GE +pat• STATE OF jtU/
HEAD AND JAMBS SIMILAR FOR FIN INSTALLATION 10 HAD AND JAMBS SIMILAR FOR FICAL FIN(RETRO FIT) NNSTALLATION O R�pt~'`���4
......
z�.
................
9/26/2017
NOTES:
LUCAS A.TURNER,P.E.
1.SILL STOOL MUST BE FLUSH AGAINST INSIDE OF MULLED WINDOWS FL PE#58201
AFTER INSTALLATION. 1239 JABARA AVE.
NORTH PORT,FL 34288
2.RECESS RETRO MULLION CLIP 318"MAX.FOR CLEARANCE OF WINDOW PH.941-380-1574
UNIT AS NEEDED. SHEET DESCRIPTION:
3.FOUR(4)ANCHORS REQUIRED PER"T"MULL CLIP,SEE SHEETS 2.3. INSTALLATION DETAILS
THREE(3)ANCHORS REQUIRED PER"L"MULL CLIP,SEE SHEETS 2-3. FIN
4.SEAT MULLION TIGHT TO MULL CLIP. DRAWN BY: DATE:
5.FOR ANCHORAGE DETAILS FOR THE WINDOW,REFER TO THE WINDOW ADE 09/27/012
SPECIFIC INSTALLATION DETAILS. DWG#:
REW
CWS-837 B
SCALE: SHEET
1:2 10DF 10
URNER1239 Jabara Ave.
North Port,FL 34288
ENGINEERING & Ph. 941-380-1574
TCONSULTING, INC. FBPE C.O.A. #29779
Evaluation Report 837B
September 26,2017
Product Description: PVC 4"Mullion H-1759
Manufacturer: Custom Window Systems,Inc. 1900 SW 44`h 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-837B, signed and sealed by Lucas A.Turner,P.E.
3) Test Reports NCTL-210-3833-1B,-1C,-4,4A, -5,-5A, -6,and-6A, 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-837B,signed and sealed by Lucas A. Turner,P.E.
Installation: Units must be installed according to approval document CWS-837B.
Limitations of Use: This product:
• May be used up to the sizes and design pressures as shown in CWS-837B, using clips as shown in
CWS-837B
• 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 1 intend to acquire,nor will I acquire,a financial interest
in any other entity involved in the testing or approval process of this product.
REaV
..';k
C;T`+ b!4 582€x1 �'�
Lucas .
Turner * 9/26/2017
2017-09-28 -9+. STATE OF ,= Lucas A. Turner,P.E.
• W; FL PE#58201
07:34+20:00 .,* , 4p �0 i:.*�,*