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ED
OUSER:
Public User Product Approval JUL 17 1019
Permitting Department
X
St. Lu
Pr Approval Menu>Product or Application Search>Application List>Application Detail C`�COt!,ity
n i FL# FL9520-R7 ` O—�
Application Type �
Code Version 2017
Application Status Approved
Comments
Archived
"g Product Manufacturer Custo�Windo s Inc.
Address/Phone/Email 1900 SW 44th Avenue
!, Ocala,FL 34474
(352)368-6922 Ext 291
jlathrop@cws.cc
( , Authorized Signature Kevin Pine
v kpine@cws.cc
Y-�
Technical Representative . ]ay 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
25 Validation Checklist-Hardcopy Received
Certificate of Independence FL9520 R7 COI EvalReoort8366.�df
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 Equiv FL9520 Eauivalencv_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
L# 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' HZ:Yes FL9520 R7 II CWS-836B.�
Approved for e o e HVHZ:Yes Verified By: Lucas A.Turner 58201
Impact Resis ntL_Y s Created by Independent Third Party:Yes
Design Press e: N/A Evaluation Reports
Other: Large Missi a Impact; See Installation Instructions and FL9520 R7 AE EvalReport836B.p.Of
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.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 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.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 EvalReDort8386.pfif
Evaluation Report for complete list of Limitations and Created by Independent Third Party:Yes
Conditions of Use.
sack Next i
Contact Us::2601 alatr Stone Road,Tallahassee FL 37399 Phone:850-487-1824
The State of Florida is an AA/EEO employer.Sppydght 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 ematis
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 V yDOW SYMMS
SHOWN w/DIFFERENT OPTIONS THE FLORIDA BUILDING CODE(FBC),CURRENT EDITION INCLUDING THE HIGH
VELOCITY HURRICANE ZONE(HVHZ)AND 15 RATED FOR WIND ZONE 4 MISSILE LEVEL E.
1900 1900 SS FLORIDAW 44TH AVE.
D IMPACT USE AS DEFINED IN ASTM E 1996 PER THE FBC. OCA34474
WWW.CW OCC
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. W INDLOAD
O DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. J Z
5.PRODUCT APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE NOT REQUIRED. H 0 w p ¢F p
6.DESIGN PRESSURE OF MULLED UNITS SHALL BE CONTROLLED BY THE LESSER w z O z Itt Z W
loelo�IK g DESIGN PRESSURE OF THE MULLION OR THE INDIVIDUAL WINDOW UNITS. LL g �w z O��
ANCHOR CLIP ANCHOR CLIP Z Z x a a'W O O
A c 7.DESIGN PRESSURES AND INSTALLATION DETAILS SHOWN IN THIS DOCUMENT 0 �(D�U a H N a
6 7
APPROVAL. TO THE MULLION.WINDOWS MUST BE APPROVED UNDER SEPARATE 0 o Z U�Z j U CD
O B O O >- «,2 0 LL Z
g 8.RESPONSIBILITY OF SELECTING FENESTRATION PRODUCTS TO MEET ANY cr g O r F-r Z
APPLICABLE LOCAL LAWS,BUILDING CODES,ORDINANCES OR OTHER SAFTEY aO U�}j 3 O n
REQUIBUILDREMENTS
OWNER RESTS SOLEY WITH
CONTRACTOR,THE ARCHITECT,ENGINEER OF RECORD, w Z U w 0 00 w U)F
I--
a. xa xo�co
9.SINGLE UNITS TO BE MULLED ARE NOT LIMITED TO THOSE SHOWN IN THIS a F~a it?:a
DRAWING. SINGLE UNITS TO BE MULLED TOGETHER MUST BE MANUFACTURED BY
X X X CUSTOM WINDOW SYSTEMS,INC.AND MUST BE MADE OUT OF VINYL PVC OR
EXTRUDED ALUMINUM. ����s;�fy�!rUr
Q Q Q 10.VERTICAL MULLED UNITS MAYBE MULLED INDEFINITELY AS LONG AS THE SINGLE ``�`,� 1dRE41!Pr�rir
UNIT W IDTH AND HEIGHT ARE NOT EXCEEDED,AND MULLIONS ARE ANCHORED AS �p` �.•yVGE.Ng r! pN
SHOWN HERE IN.
G� F E D •.�? Na 5B2fl1 ',�'�+�:
10 10 9 g ANCHOR CLIP 11.HORIZONTAL MULLION SHALL EXTEND THE ENTIRE WIDTH OF THE MULLED UNIT.
VERTICAL MULLION IS USED TO MULL SIDE BY SIDE UNITS TOGETHER. =o' ;dt�
EXAMPLE HORIZ/.VERT.MULLION .9 t STATE OF •(U
FOR SECTION VIEW ONLY B; 4*
ANCHOR CLIP hwh �OPjEk'� •``
Lucas
Turner
2017-09-28 Z
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
I X I X I SHEET DESCRIPT N:
I I I
TABLE OF CONTENTS GENERAL NOTES AND
ELEVATIONS
GENERAL NOTES&ELEVATIONS...............1 oRAwN av: oarE:
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 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 Dr 3/16"ITW Tepcons or ELCO ULTRACONS into SOLID CONCRETE
or WOOD per each end of mullion. HOLLOW or GROUT-FILLED BLOCK require 1/4"ELCO ULTRACONS. (Ss •M
OPENING SIZE in. WINDOW SYSTEMS
39 45 51 57 63 69 75 318 81 87 93 99 107 3/8 114 120 126 132 138 145 3!8 1900 SW 44TH AVE.
37 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 80.0 80.0 80.0 80.0 80.0 OCALA,FLORIDA 34474
c 42314 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
=
483/4 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 65.0
531/8 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 65.0 65.0 65.0 3„PVC
Z 57 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 65.0 65.0 66.0 n
63 80.0 80.0 Lu
80.0 80.0 80.0 80.0 80.0 B0.0 78.9 76.6 74.8 72.5 65 0 65 0 " : MULL BAR
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 65.0h x I IMPACT
68 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 1 65.0 65.0 63.5 : _ ; E
MR,
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 a, %- - =i:i=
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"ITW Tapcons Into SOLID CONCRETE or WOOD,or 1776 clips
with six(6)#10 Screws Into WOOD or METAL or 3/16"rTW Tepcons Into SOLID CONCRETE or WOOD per each end of mullion.HOLLOW or GROUT-FILLED BLOCK require 1/4"ELCO ULTRACONS. ((/ •
OPENING SIZE in. WINDOW SYMMS
39 45 51 57 63 69 75 318 81 87 93 99 110 318 114 1 120 126 1 132 138 145 318 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 50.0 50.0 50.0 50.0 OCALA,FLORIDA 34474
c 42 314 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 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
531/8 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 3"PVC
W57 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 4B.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 _y;.
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 N.
,z ; ¢ z ¢Z o
06
DP CHART IS FOR: z Z Q z W t z w
INTERSECTED IMPACT 3"MULLION 1758,HORIZONTAL OR VERTICAL,USING EITHER(PER END): g LL F w 3 z OF It�iE
z ZMM<MLUOO
1522 CLIPS O O r O
UI)-(4)#10 SCREWS INTO WOOD or METAL O U(0 I-0-F~D:
en Z
-(4)3/16"ITW TAPCONS or ELCO ULTRACONS INTO SOLID CONCRETE or WOOD z p 0M- -ow
-(4) 1/4"ELCO ULTRACONS INTO HOLLOW or GROUT-FILLED BLOCK } ¢ LL w p Oz w0 Z
�¢Or� Z
1767 CLIPS �o�}2 S 2
-(6)410 SCREWS INTO WOOD or METAL w w o W w oo w u)w
(6)3116"ITW TAPCONS or ELCO ULTRACONS INTO SOLID CONCRETE or WOOD o
-(6) 1/4"ELCO ULTRACONS INTO HOLLOW or GROUT-FILLED BLOCK p w F--O a Oz Y
_ wW y
cL
�y�rit><.Itb
aov �gDREW?'4,�
♦� P.a" t
TWIN/TRIPLE HORIZONTAL MULLION
VERTICAL MULLION
--- -- z ISINGLEI
j qTWIN
IORI
O I TR IPLE I
--- -- I UNITS I ��
BELOW
II I I 9/26/2017
OPENING SIZE MULL LENGTH LUCAS A.TURNER,P.E.
FL PE#58201
1239 JABARA AVE.
NORTH PORT,FL 34288
PH.941-380-1574
SHEET DESCRIPT ON:
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 R(SHOWN IN DASHES) ADE 09/27/12
THROUGH THE USE OF MULL BAR CLIPS.AN
INTERSECTED MULL BAR WILL ALWAYS BE DWG REV.:
#:
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
(( •L�%�
1 H-1758 13/8"x 3"MULLION TUBE LINE ITEMS NOT USED: FRAME TYPE OPENING F-1522-XXX F-1767-XXX
2 910 OR#12 HEX WASHER HEAD TEK SCREW•(see note below) 5-6,12 NEW F-1522-013 F-1767-001
3 #10 x 1 1/2",PANHEAD PHILIPS ZINC FLANGE WINDOW SYSTEMS
4 #10 FLAT WASHER RETRO F-1522-006 F-1767-001 1900 SW 44TH AVE.
7 S-1897 MULLION CLIP FIN NEW F-1522-013 F-1767-004(L&R) ww CWS.CCA34474
8 SEALANT RETRO F-1522-013 F-1767-004(L&R)
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 1 F-1522-013 3"SLOTTED NEW CONTRUCTION FIN MULL CLIP IMPACT
15 F-1522-006 13"SLOTTED T-CLIP
16 F-1767-001 L-ANGLE 3-MULL CLIP,STANDARD
17 F-1767-004L L-ANGLE 3"MULL CLIP,FIN,LEFT < owo o ¢IWF--0 p
18 F-1767-004R L-ANGLE 3"MULL CLIP,FIN,RIGHT w z 0? w t z i'u_
19 #10 HEX WASHER HEAD TEK SCREW O ¢co�j z}z O a m
20 #10 FH TEK SCREW O z m O .O 0
•USE WOOD SCREW SIZE(#10 OR#12),SPECIFIED IN W INDOW UNIT APPROVAL DOCUMENT 0 U U z D- cn as
0 Z— —?F7co
Z O0puj DU—
i--�u_oZpOu 0
1314" 1/2'7 _ 17/16° 17116" S2'OwF-F=-Z-
11/1fil" I 9= Q Mgy�U— !/1
7/16" � 1/2'LU F- ppF-}0�0t-
W O=Vlow55w
11 1 1/4' 10 9 7/16" 7/16, (L co d O 0 W F-
L--1/16" L 1/16' 1/1 fi" o_ = o:O U)
p wF O ax�Y
DRIP CAP S-1895 1 13/16' (1 15/16") 1 13/16" 3/8' = a K�w co
MULLION INTERIOR 1 3/16' G. F- a
COVER S-801B FLANGE ADAPTER S-1896 2 7/16„ L
111/16" (1718"1 `,`* ittpe�t�*�'
F�13I8"moi O 114"(TYP 41/8" 4 L1RE41r _
TOP VIEW 2 7116" 15/16' � �*� * `*
213116"L 118"
1'57 t STATE OF •�:
_21/16'. s/8" %O"yR" 4•P�V+r
1 3/4' 1 3I8I I O "�I 1 3/16' 2 3/16'
3"MULLBAR H-1758 7�v
fll— 1/8'
MULLION CLIP S-1 B97
1a9/26/2017
IL- 4 7/8"—moi
21/4" LUCAS A.TURNER,P.E.
'
F-1522-006FL A#58201
RAA
1/8^ RETRO/FLANGE CLIP 1239 JABARA AVE.
LNORTH PORT,-1 34288
� PH.941-380-1574
4 722� SHEET DESCRIPT N:
F-1522-013
NEW CONSTRUCTION/FIN INSTALLATION BOM AND EXTRUSIONS
A SCORE,BEND AND BREAK
TO REMOVE FIN FOR FRAME / DRAWN 8Y: 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
FRAME TYPE OPENING 'T'MULLBAR CLIP "L"MULLBAR CLIP
F-15 2 XXX F-1767-XXX ((� •
NEW F--1522-013 F-1767-001
FLANGE WINDOW SYSTEMS
RETRO F-1522-006 F-1767-001 1900 SW 44TH AVE.
FIN NEW F-1522-013 F-1767-004(L&R) OCALA
CWS.CCA 34474
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
Z- 3 <Z�
17 18 J
❑WO <F--azW
Z W❑
❑ ZtOnZ}O�Zm
IL Hw�ZF—km2
Z Z2m<
O OroU�_��
F--2314' 21/4^ ❑ Z-j�?F�(A
Z OZOUjZZ)U—
< F=—LL�0OD-Z
Q�?}OWF,FZ cd
O_
It
15/8" 123/4'1 27116" K Z�w�p-jNIW—
a co
I--
Q. WF=-0 WZ2of �y
318"(2X) D- F- a a
7/16"THRU(TYP) 114'THRU(TYP)
�I 1/2^ ��►��Y�M}REyitrf°i
OUTSIDE ����
L 1/4"(TYP) 7/16"(TYP) No 58201 .ti'.
318„ O 3/8" 11c
t
110% $Vre CF ",Z
1 s/a• I2 314"1 1518" r�F t0 Ft Sc�:� ��.*�
16
L CD
s lie 9/26/2017
v2" vz°
LUCAS A.TURNER,P.E.
2 314"
—23/4 "L•ANGLE 3'STANDARD MULL CLIP-F-1767-001 FL PE#58201
1239 JABARA AVE.
NORTH PORT,FL 34288
'L"ANGLE 3•MULL CLIP,FIN(LEFT)F-1767-004L "L'ANGLE 3'MULL CLIP,FIN(RIGHT)F-1767-004R PH.941-380-1574
OUTSIDE SHEET DESCRIPTION:
I
EXTRUSIONS
DRAWN BY: DATE:
ADE 09/27/12
DWG#: REV.:
CWS-836 B
SCALE: SHEET
1:2 5 OF 10
i
��.
1900 SW 44TH AVE.
OCALA,FLORIDA 34474
i
WWW.CWS.CC
3"PVC
MULL BAR
SEAL BEHIND FLANGE O
SEAL BEHIND FLANGE D PRIOR TO ATTACHING 0 APPLY SEALANT ALONG FULL LENGTH OF WINDOW FRAME IMPACT
PRIOR TO ATTACHING TO MULLION 2 2
TO MULLION 2 II GROOVE PRIOR TO ATTACHING 2
g 1 OVER
9 1 1 Q Z 3 ¢Z3
11 11 11 11 Z W-jO ¢I-❑W
FIN MUST BE REMOVED w Z O Z �t Z H
O WHERE WINDOWS ! ❑ ¢N3}0�3m
CONNECT TO MULLW Z Z Z F-3 x
O Oro ¢_��
U U(n~zaUa
❑ z—cl)
Z ODUui 7U—
I } ¢30w—Oxo?
2a r-F t:z
wx
A VERTICAL/HORIZONTAL MULL BAR SECTION w O❑ v}i o w w w
�A\HORIZONTAL MULL BAR SECTION HORIZONTAL MULL BAR SECTION LL cn w O w U)w
6 FLANGE FRAME WINDOW s FIN FRAME WINDOW a BOX FRAME WINDOW a ?
O wI-a �x��
a 3w
a
I
- '%%yyss�t,� rjrr
i ,s+ Nt?REW
11 1 2 APPLY SEALANT ALONG FULL Rr`G� �G".d1E��t '''Q��'S
11 1 2 LENGTH OF MULLBAR GROOVE
PRIOR TO ATTACHING DRIP ,►,-�: No 58201
ADAPTOR � ;
O i1f' $TAre op d'4a
FIN MUST BE REMOVED 1 'r�'4'F`a<p A
WHEREWINDOW5 - `
CONNECT TO MULL 9 �ir'�h Of4A'+���s�'`
i
DETAIL A Z
9/26/2017
SEAL BEHIND FLANGE (SEE SEE DETAIL B) LUCAS A.TURNER,P.E.
SEAL BEHIND FLFL PE#58201
ANGE 10 (SEE DETAIL B) PRIOR TO ATTACHING APPLY SEALANT ALONG FULL
- TOORTOI LENGTH OF MULLBAR GROOVE
ATTACHING TO MULLION 1239 ABARAAVE.
PRIOR TO ATTACHING FLANGE NORTH PORT,FL 34288
ADAPTOR
B VE lCAL MULL BA SECTION B VERTICAL MULL BAR SECTION 1 PH.941-380-1574
6 FLANGE FRAME WINDOW s FIN FRAME WINDOW f
L SHEET DESCRIPTION:
SECTION VIEWS
MULLS
L � DRAWN BY: DATE:
ADE 09/27/12
DWG#: REV.:
10
DCWS-836 B
DETAIL B
SCALE: SHEET
1:2 6 OF 10
1 1 18 \S��UQHUJ L4lU/�� �
WINDOW SYSTEMS
1900 SW AVE.
OCALA,F OTRIDA 34474
WWW.CW S.CC
A
: 3"PVC
Q 0
MULLBAR
IMPACT
I- O W O H e w
OZ
A 1
O OF=-Oa¢ OO
W
SECTION VIEW A-A O OLorpza-Prn(L
TOP VIEW °z ozucriZ�V�
FIN FRAME ¢ F-,200i'-Z
>- flouipmoZ.
w 0owc}i�owv0—iw
LL 0�U)
O Lu w=may
z
T F- a ��a
5"MULLBAR(H-1760)
(SEE SEPARATE APPROVAL FOR 2) 4"MULLBAR(H-1759)
O APPROPRIATE DP CHARTS) Q (SEE SEPARATE APPROVAL AFOR
APPROPRIATE OP CHARTS) `�,
2 No
J?F 3Ja SB201 t;��1%
p 110t $TATE OP r#J
11/16"MAX. DISTANCE SEE NOTE 1 7 11/�GE DISTANCE ~'� �'-4 0 A t}
SEE NOTE 1 7 1
SEE NOTE 1 7 11116"MAX.EDGE DISTANCE ! C9'............S'`�t
! ;+lptlilllittt
11 19
19 SEE NOTES 1 8 2 SEE NOTES 182(1 EAJCLIP)
1 19 SEE NOTES 1 8 2 SEE NOTE 4 0 (1 EAJCLIP) SEE NOTE 4 0
(1 EAfCLIP) 9/26/2017
SEE NOTE 4 0
C 4"HORIZ.TO 3"VERT.MULLBAR SECTION C 3"HORIZ.TO 3"VERT.MULLBAR SECTION LUCAS A.TURNER,P.E.
C 5"HORIZ.TO 3"VERT.MULLBAR SECTION 7 FLANGE FRAME WINDOW
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(CITY 1)AND 20(CITY 1),AS SHEET DESCRIPTION:
SHOWN ABOVE.
SECTION VIEWS
2.PRE-DRILLED HOLES(THRU HN 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
I
NOTES: �Q
1.THE MULL BAR IN FOCUS FOR ANY GIVEN (l 77/o j/11TN1f7��/�{/d
CONFIGURATION IS SHOWN IN BOLD. �L4L4til1(41�1/UU(!�
TWIN TRIPLE TRANSOM OVER TWIN TRANSOM OVER TRIPLE 2.AN INTERSECTED MULL BAR HAS OTHER MULL WINDOW STSnMS
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.
3.NON-INTERSECTED MULL BARS CAN BE ATTACHED
r TO THE SUBSTRATE AND OTHER MULL BARS.
w w 3••PVC
r=
W W MULL BAR
tIMPACT
I I
I I I II L - I L < — �Wo
Fes— OPENING SIZE--^i OPENING SIZE Fes- F� OPENING SIZE" OPENING SIZE Fes- Z W_j O <F-❑W
❑Ld
ZoZ}ZOLYZm
O OI=Oa<WOO
HORIZONTAL MULLION U O w w Z D
TWIN/TRIPLE ❑ Z- -?F�U)
TWIN TRIPLE TWIN[TRIPLE VERTICAL MULLION r Z o0=1�/j-7 0-
HORIZONTAL MULLION HORIZONTAL MULLION HORIZONTAL MULLION < F- 20 O u-Z
<30F�tz°-
0 (DO
OPENING -- -- O ZcowyOw��
L SIZE z Z �SINGLE� a =a O m
z y J aZ. I R - =~a � w�
o ITRIPLE] a a
a z —— —— UNITS
o �BELOW�
L I I y{1ilEYiflff
I--MULL LENGTH ---II I Ny�rotPh'0`RE
�-MULL LENGTH MULL LENGTH - OPENING SIZE MULL LENGTH--I ��1'�@,.'N,4GEl,Q�yyG>r
:moo; srArle o� :rfu�•`
NOTES:
1.AT MULLION LOCATION,ATTACH WINDOW UNIT(S)TO MULLBAR THRU FRAME AS SPECIFIED IN WINDOW UNIT APPROVAL DOCUMENTS.IF ALUMINUM ATTACHMENT IS NOT SPECIFIED IN THE WINDOW 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 DESCRwT N:
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 SY: 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
FMA/AAMA 100(FIN WINDOWS),FMA/AAMA 200(FLANGE WINDOWS), FMAIWOMA 250(BOX WINDOWS),FMA/AAMA/WDMA 300(E)CTERIOR DOORS) 1:1 8 OF 10
i I
YVINDOW SYSTEMS
1900 SW 44TH AVE.
OCALA,FLORIDA 34474
WWW.CWS.CC
3"PVC
MULL BAR
IMPACT
RETRO FIT 'L"ANGLE MULL BAR CLIP
MULL BAR CLIP TWO REQ'D PER EACH END OF MULL ¢ Z � Q Z
F O W O S cd
F p
MULL BAR MULL BAR III O z 0 Z}O It-tz
m
INSTALLATION ANCHOR ..P - - ` INSTALLATION ANCHOR O O U)I-Z d I--U)a
I SEE TABLE 1 SEE TABLE 1 p Z-�-Z F O U
SEALANT ALONG -- _=_ = Do
ADD STRUCTURAL ELEMENTS SEALANT ALONG - `__- '�• ADD STRUCTURAL ELEMENTS S -Z U Z LL
U
.._;...,;.w.. ,
�^
AS REQ'D TO MAKE LEVEL FOR AS REO'D TO MAKE LEVEL FOR O Z
OUTSIDE EXPOSED --'— OUTSIDE EXPOSED - — } O F 2-
ti.,
EDGE BY INSTALLER MULL BAR EDGE BY INSTALLER MULL BAR
PERIMETER SEALANT PERIMETER SEALANT w 0 O x O W O W
BY INSTALLER MN.EMBEDMENT BY INSTALLER MIN.EMBEDMENT a z=a 0 p �
INSIDE AND OUT SEE TABLE 1 INSIDE AND OUT SEE TABLE 1 O W H 0 W 2
a a Luba
SUBSTRATE BY OTHERS SUBSTRATE BY OTHERS
SEE TABLE 1 SEE TABLE 1
MIN.EDGE DIST. 511sttlift
MIN.EDGE DIST. SEE TABLE 1 ¢tib g�REW+t!+i
SEE TABLE 1 ��� ['"�•.+..«„ y` �It
D VERTICAL SECTION E VERTICAL SECTION �yc�.4GE.N�"*.,v-�
9 TYPICAL FLANGE(RETRO FIT)ANCHORAGE 9 TYPICAL FLANGE("L"ANGLE)ANCHORAGE ,•,T,y",r + F '�'�tl�iw
HEAD AND JAMBS SIMILAR FOR FLANGE INSTALLATION HEAD AND JAMBS SIMILAR FOR FLANGE INSTALLATION :�, Na 5B2D1 ,�
G"31 t STATIC F +4
...............
9/26/2017
NOTES:
LUCAS A.TURNER,P.E.
1.BOX FRAME MULL INSTALLATION SIMILAR TO FLANGE FRAME. FL PE#58201
_- TABLE 1:APPROVED MULL CLIP INSTALLATION FASTENERS 1239 JABARA AVE.
SUBSTRATE TYPE ANCHOR TYPE MIN.EMBEDMENT MIN.EDGE DIST. 2.SILL STOOL MUST BE FLUSH AGAINST INSIDE OF MULLED WINDOWS NORTH PORT,FL 34288
CONCRETE(2.0 KSI MIN.) 3/16"ITW TAPCON 1" 3" AFTER INSTALLATION. PH.941-366-1574
CONCRETE(2.85 KSI MIN.) 3/16"ELCO ULTRACON 1-3/4" 1. 3.
N:
3.RECESS RETRO MULLION CLIP 3/8"MAX.FOR CLEARANCE OF WINDOW
HOLLOW or GROUT-FILLED CMU(ASTM C-90) 1/4"ELCO ULTRACON 1-1/4" 2-112" UNIT AS NEEDED. INSTALLATION DETAILS
2XMN.SOUTHERN PINE ITW TAPCON E(G=0.55) 1-3/8" 7/8" 4.FOUR 4 ANCHORS REQUIRED PER "MULL CLIP,SEE SHEETS 2�. FLANGE
OR ELCO ULTRACON THREE(3 "T
)ANCHORS REQUIRED PER"L"MULL CLIP,SEE SHEETS 2-3. DRAV/N BY: DATE:
2XMN.SOUTHERN PINE(G=0.55) #10 WOOD SCREW 1-318" 7/8" ADE 09/27/12
16 GAUGE(0.060")MIN.STEEL STUD #10-16 HLTI KWIK-FLEXOR IiW FULL THREAD 7/16' 5.SEAT MULLION TIGHT TO MULL CLIP. DWG N: REV.:
(33 K51 YIELD MIN) TEKS SELF-DRILLING SCREW THRU 0.060" CWS-636 B
1/8"ALUM.(6063-75 MIN.)OR #10 GRADE 5 SELF TAPPING/ FULL THREAD 8.FOR ANCHORAGE DETAILS FOR THE WINDOW,REFER TO THE WINDOW
1/8"STEEL(33 KSI MIN.) DRILLING SCREW THRU 0.125" 7/16" SPECIFIC INSTALLATION DETAILS. SCALE: SHEET
1:2 9 OF 10
WINDOW SYSTEMS
1900 SW 44TH AVE.
OCALA,FLORIDA 34474
WWW.CWS.CC
3"PVC
MULL BAR
IMPACT
a z ¢Z�
RETRO FR 'L'•ANGLE CLIP 1= O 111 0 10 W pp
MULL BAR CLIP TWO REO'D PER EACH END OF MULL z Z O z <L z~
OQco OIY�m
F-W3}ZF-?r22
MULL BAR MULL BAR z z F O a¢W 0 0
F60_Ftj d
— ��m
— o Z-cnZz
1i ?: .I ::
INSTALLATION ANCHOR ;(`= — INSTALLATION ANCHOR Q 0 Z O ZO p U
SEE TABLE 1,SHT 9 SEE TABLE 1,SHT 9 <_—LL O 0 Z
ooz�
SEALANT ALONGE - - SEALANTALONGE �'— uJ LL O uj En FW-
OUTSIDE EXPOSED OUTSIDE EXPOSED
EDGE BY INSTALLER °o• EDGE BY INSTALLER °b;o, p W I-Q a 2 >
0
°O °..
'o °• MIN.EMBEDMENT EXTERIOR FINISH •oJ,° _ MIN.EMBEDMENT a H a
W
EXTERIOR FINISH ..._
"' "' SEE TABLE 1,BHT 9 BY OTHERS • T - - --' SEE TABLE 1,SHT 9 IL
OTHERS •:o <"' ....... ...,. ..oa.�
PERIMETER SEALANT o c PERIMETER SEALANT
BYINSTALLER BYINSTALLER
INSIDE AND OUT ; INSIDE AND OUT �owOREw A*
SUBSTRATE BY OTHERS SUBSTRATE BY OTHERS
SEE TABLE 1,BHT 9 .:o• SEE TABLE 1,SHT 9 «„w��R ""Y,\�"�E b"•�+,"•.�.?c 5++'
^ MIN.EDGE DIST. MIN.EDGE DIST. ti v� No 58201 •',1'F
F VERTICAL SECTION SEE TABLE 1,SHT 9 G VERTICAL SECTION SEE TABLE 1,SHT 9 ,�yj. * :,y
10 TYPICAL FIN(RETRO FIT)ANCHORAGE 10 TYPICAL FIN(°L"ANGLE)ANCHORAGE r rte«
HEAD AND JAMBS SIMILAR FOR FIN INSTALLATION HEAD AND JAMBS SIMILAR FOR FIN INSTALLATION ��y STATE OF 1,[40
r�
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:
4.SEAT MULLION TIGHT TO MULL CLIP. ADE 09/27/12
_ DWG#: REV:
5.FOR ANCHORAGE DETAILS FOR THE WINDOW,REFER TO THE WINDOW CWS-B36 B
SPECIFIC INSTALLATION DETAILS. SCALE: SHEET
12 1GDF 10