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Product Approval
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db' rPraOUQ Aooroval Menu>ProOuct or Aoolication Search AopliicatiQn List>Aplication Detail
-, FL k 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 ]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 Lucas A.Turner
the 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
1✓ validation Checklist-Hardcopy Received
Certificate of Independence FL9520 R7 COI EvalReoort836B.Ddf
Referenced Standard and Year(of Standard) Standard YAM
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 Ecuiv FL9520 Eauivalencv.odf
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Florida Building Code Online Page 2 of 2
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 in HVHZ:Yes FL9520 R7 II CWS-8368.odf
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 FL9520 R7 AE EvalReoort836B.odf
and 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.odf
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 FL9520 R7 AE EvaIReDort8375.Ddf
and 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.Ddf
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 FL9520 R7 AE EvaiReDOrt838B.Ddf
and Evaluation Report for complete list of Limitations and Created by Independent Third Party:Yes
Conditions of Use.
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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::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 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 here..
Product Approval Accepts:
rr t� .l W kr_.. -«.
Credit Card
Safe
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U1239�� 1.239 Jabara Ave.
j� 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 44'b 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-836B,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-836B,signed and sealed by Lucas A.Turner, P.E.
Installation: Units must be installed according to approval document CWS-836B.
Limitations of Use: This product:
• May be used up to the sizes and design pressures as shown in CWS-836B,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 l 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.
�0 PrtORF W ,,
r !i
Lucas No 58201 9/26/2017
Turner : * * =*= Lucas A. Turner,P.E.
2017-09-28 srare of r w FL PE#58201
07:30+20:00 '•,0,�•. Al
0 R 1C3•.•G�����
GENERAL NOTES:
311 PVC MULL BAR - LARGE MISSILE IMPACT 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH WINDIOIOW SMEMS
SHOWN WDIFFERENT OPTIONS THE FLORIDA BUILDING CODE(FSC),CURRENT EDITION INCLUDING THE HIGH 19W SW 44TH AVE.
VELOCITY HURRICANE ZONE(HVHZ)AND IS RATED FOR WIND ZONE 4 MISSILE LEVEL OCALA FLORIDA 34474
D IMPACT USE AS DEFINED IN ASTM E 1998 PER THE FBC. W W W.CWS.CC
2.CONFIGURATIONS(SEE SHEETS 2-3):VERTICAL OR HORIZONTAL.
3.SEE MULLION CHARTS FOR MAX.DESIGN PRESSURES AND LENGTH. 3"PVC
® — (REFER TO SHEETS 2-3) MULL BAR
4.ANCHORAGE:THE 331/316 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--l.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. Z < 3
5,PRODUCT APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE NOT REQUIRED. a w o �w c p
6.DESIGN PRESSURE OF MULLED UNITS SHALL BE CONTROLLED BY THE LESSER Z Z 8 Z w r-z w
ct- 0W3m
-� DESIGN PRESSURE OF THE MULLION OR THE INDIVIDUAL WINDOW UNITS. IL IQ-w
ANCHOR CLIP— -- - - - -- - ANCHOR CUP z0 F omo Q w O O
0
q rC} 7.DESIGN PRESSURES AND INSTALLATION DETAILS SHOWN IN THIS DOCUMENT O 0 N N Z O.�y'a
s APPLY ONLY TO THE MULLION.WINDOWS MUST BE APPROVED UNDER SEPARATE o z— z ti-7 m
APPROVAL. 008U;—=(j z —
R' MOLLz_
O r- e! O O > Qg-8.RESPONSIBILITY OF SELECTING FENESTRATION PRODUCTS TO MEET ANY LLO �=F-Z
APPLICABLE LOCAL LAWS,BUILDING CODES,ORDINANCES OR OTHER SAFTEY i 3 O
REQUIREMENTS RESTS SOLEY WITH THE ARCHITECT,ENGINEER OF RECORD, w U.y w C w V
BUILDING OWNER OR CONTRACTOR, y ?=apO y
9.SINGLE UNITS TO BE MULLED ARE NOT LIMITED TO THOSE SHOWN IN THIS 0 ~a w w
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. fffµunrrgr
4 Q 4 10.VERTICAL MULLED UNITS MAY BE MULLED INDEFINITELY AS LONG AS THE SINGLE p��tis PjS .REW
UNIT WIDTH AND HEIGHT ARE NOT EXCEEDED,AND MULLIONS ARE ANCHORED AS 6EiVSF
SHOWN HERE IN. J f
G F E D
ANCHOR CUP �F No SB201 •'��:
to io 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.
EXAMPLE HORIZJ.VERT.MULLION '9 STATE OF ;�lu�
FOR SECTION VIEW ONLY '��t` °l O R L01:���.•
ANCHOR CLIP—�
Lucas
Turner
2017-09-28 �2L
O O 07:12+20:00 9/262017
LUCAS A.TURNER,P.E.
FL PES 58201
1239 JABARA AVE.
NORTH PORT,FL 34288
PH.941-380-1574
X X SHEET DESCRIPTION:
II I
GENERAL NOTES AND
TABLE OF CONTENTS ELEVATIONS
GENERAL NOTES&ELEVATIONS...............I _ ORAWN SY. DATE:
DP CHARTS.................................................2-3 ADE 09/27/12
BOM d EXTRUSIONS.....................................4 ANCHOR CUP
EXTRUSIONS.................................................5 ONGN .:
SECTION VIEWS......................................_.6.7 EXAMPLE VERTICAL MULLION FOR CWS-836 B
CONFIGURATIONS&ANCHOR NOTES.......8 PVC WINDOWS FOR SECTION VIEWS ONLv
INSTALLATION DETAILS..........................9-10 9FL 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"RW Tapcons or ELCO ULTRACONS into SOLID CONCRETE
or WOOD per each end ofmullion.H OL LOW or GROUT-FILLED BLOCK require 114"ELC0 ULTRAC DNS.
OPENING SIZE(In.) WINDOW SYSTEMS
39 45 51 57 63 69 75 318 81 87 93 99 107 318 114 120 126 132 138 145 318 19W 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 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
= 48 314 80.0 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 65.0
53 118 90.0 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 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 MULL BAR
63 60.0 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
I 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
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
f
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 Q z 3 <z
F OWO OW00
OP CHART IS FOR: z W_5 a
NON-INTERSECTED IMPACT 3"MULLION 1758,HORIZONTAL OR VERTICAL,USING(PER END): WW z 0 z ¢ z~
¢ O_3m
1522 CLIPS z zxM<WWOOO
-(4)#10 SCREWS INTO WOOD or METAL Ov v E U a P�0..
-(4)3/16"ITW TAP CONS or ELCO ULTRACONS INTO SOLID CONCRETE or WOOD a z- ?t.-O<n
-(4) 1/4"ELCO ULTRACONS INTO HOLLOW or GROUT-FILLED BLOCK a O z U rn z a V O
OLL
~�Qw�FO?
------------------------------------ --------- --------------- 0�U zzO1
Design Pressure Chart(PSF)for NON-INTERSECTED Impact PVC 3"Mullion H-1758,with 1776 Gips with six(6)#10 Screws into WOOD or METAL or 3/16"ITWTapcons or ELCO ULTRACONS info SOLID CONCRETE or w OLL(n w v}i p w
WOOD per each end ofmullion. HOLLOW or GROUT-FILLED BLOCK require 114"ELC0 ULTRACONS. n¢. x�- x O
OPENING SIZE(In.) = x~IY W 0 EL�w rn
39 45 51 57 63 69 75 318 81 87 93 99 1073/8 114 120 126 132 138 1453/8 a ~ n. o-
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 42314 80.0 80.0 80.0 80.0 80.0 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 ��`LQpSOREWrT�,�
48 314 80.0 80.0 60.0 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 65.0
53 116 80.0 80.0 80.0 80.0 8D.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 1 `py=GENS' GAT;
W
9
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 59201 : s
-I !7g2
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 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 =v: ;¢
65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0
13: STATE OF :W�
65.0 65.0 65.0 65.0 65.0 65.0 65.0 64.9 61.7 59.1 56.9 53.7 ..........
q
A
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
CONFIGURATION IS SHOWN IN BOLD.
1776 CLIPS
-(6)#10 SCREWS INTO WOOD or METAL 2.AN INTERSECTED MULL BAR HAS OTHER MULLBAR(S)ATTACHED TO IT Z
-(6)3/18"ITTAPCONS or ELCO ULTRACONS INTO SOLID CONCRETE or WOOD THROUGH THE USE OF MULLOWN BARICLIIPS.HANI
W 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
TO THE SUBSTRATE AND OTHER MULL BARS. 1239 JABARA AVE.
TWIN TRIPLE TRANSOM OVER TWIN TRANSOM OVER TRIPLE NORTH PORT,FL 34288
VERTICAL MULLION VERTICALMULUON VERTICAL MULLION VERTICAL MULLION PLE PH.941-380-1574
r
TWIN
TRIPLE TONTAL MUL
i HORIZONTAL MULLION HORIZONTAL MVLLION HORIZONTAL MUTAION SHEET DESCRIPTION;
DP CHARTS
r r NON-INTERSECTED
z z = y OPENING MULLS
J (� z y SIZE
DRAWN BV; DATE:
J i ADE 09/27/12
L LI j Z DWGM
O o CWS-836 8
L I I L I I 7- scALSHEET
4--- OPENING SIZE --1 OPENING SIZE ( OPENING SIZE --I OPENING SIZE F-- -MULL LENGTH -�I 1 F'-MULL LENGTH --I MULL LENGTH r i 1.1 2 OF 10
Design Pressure Chart(PSF)for INTERSECTED Impact PVC 3"Mullion H-1758,with 1522 Gips using four(4)#10 Screws into WOOD or METAL or 3/16"TTWTapcons into SOLID CONCRETE or WOOD,or 1776 clips
wi!h six(6)#10 Screws into WOOD or METAL or 3/16"ITW Tapcons into SOLID CONCRETE or WOOD per each end of mullion. HOLLOW or GROUT-FILLED BLOCK require 1/4"ELCO ULTRACONS.
OPENING SIZE(In.) WINDOW SYSTEMS
39 1 45 51 57 63 69 75 318 81 87 93 99 1 1103/8 114 120 126 132 138 145 318 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 50.0 50.0 50.0 50.0 OCALA,FLORIDA 34474
c 42314 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 WVNW.CWS.CC
= 48 314 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0
53118 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 5D.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 1 1 IMPACT
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
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
75.375 50.0 50.0 5D.0 50.0 50.0 50.0 50.0 50.0 50.0 46.8 44.0 40.0 z 3 <z
z O w 0 10-,c
OP CHART IS FOR: WZ O? IY r z p-
INTERSECTED IMPACT 3"MULLION 1758,HORIZONTAL OR VERTICAL,USING EITHER(PER END): 0 w 3 3:ED
_
1z zxf¢�wo0
522 CLIPS
0 ONO <=I-W
-(4)#10 SCREWS INTO WOOD or METAL y- ~'n a
z
-(4)3/16"ITW TAPCONS or ELCO ULTRACONS INTO SOLID CONCRETE or WOOD O Z U w 2 Z=LLZ
_(4) 114"ELCO ULTRACONS INTO HOLLOW or GROUT-FILLED BLOCK -0 O O
'Fi.-z
1767 CLIPS OOKrrnowrnw
-(6)#10 SCREWS INTO WOOD or METAL -
-(6)3/16"ITW TAPCONS or ELCO ULTRACONS INTO SOLID CONCRETE or WOOD Z N a O 0 r Cn
a wx-O a=ofy
(6) 114"ELCO ULTRACONS INTO HOLLOW or GROUT-FILLED BLOCK 0 x w�w
HORIZONTAL MULLION 'v:•• No 58201
TWINrrRIPLE
VERTICAL MULLION a=
STATE OF ;U
�'•�
w .F •..<,0R10P, �2�•
--- -- a
S
�SINGLE1
O
z
TWIN
OR
o TRIPLE1
--- -- I IUNITSI
I LI IBELOWI 9/26/2017
OPENING SIZE H I^ 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.
2.AN INTERSECTED MULL BAR HAS OTHER MULL DRAWN BY: DATE:
BAR(S)ATTACHED TO IT(SHOWN IN DASHES) ADE 09/27112
THROUGH THE USE OF MULL BAR CLIPS.AN WG K 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 SCAL: 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
I H-1758 13/8"z 3"MULLION TUBE LINE ITEMS NOT USED: (F-1622-XXX) (F-1767-XXX)
2 #10 OR#12 HEX WASHER HEAD TEK SCREW'(see note beloWj 5-6.12 NEW F-1522-013 F-1767-001
3 #10 x 1 112",PANHEAD PHILIPS DNC FLANGE WINDOW SYSTEMS
4 #10 FUST 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) OWNVNCWS.CCA 34474
8 SEALANT RETRO F-1522-013 F-1767-004(L&R)
9 S-1895 DRIP CAP NEW NOT RECOMMENDED F-1767-001
BOX
10 S-1896 FLANGE ADAPTER RETRO F-1522-006 F-1767-001 3"PVC
11 S-6018 MULLION INTERIOR COVER MULL BAR
13 P3486 MULL BAR CAP
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 ¢ z 3 ¢Z$
17 F-1767-004L L-ANGLE 3"MULL CLIP,FIN,LEFT r ❑lit p Q W p w
18 F-1767-004R L-ANGLE 3"MULL CLIP,FIN,RIGHT w z O Z 0' z r
19 i#10 HEX WASHER HEAD TEK SCREWa w'S Or 3 3LD
20
910 FHTEKSCREW O OI=-O¢aWpp
USE WOOD SCREW SIZE(#10 OR 012),SPECIFIED IN WINDOW UNIT APPROVAL DOCUMENT L) U rn�Z IL I--U3 d
Q gp ZUt!!Z0VU
1314" 112"- 17116" --17176' of z¢y�W OO ZZ
11116"_����_-��+,,I 9132 F" '1 @672 a F- j O
7116"Lr 1/2" T�-I -+-I 7/16• LLJr K t}n C)W c W
10.
11a" 10 9 I 7/16" zN0. p�mr
)_ 1116' 1/18" I + Q.
W= 2
1/16" DRIP CAP 5.1895 1 tY16' 1 1W16*
MULLION
YB' 0- K 3 a
MULLION INTERIOR 11 15/16°I
COVER S-6018 FLANGE ADAPTER 5.1896 1 Yt6"
2 7/16' 119.
LT%71. `punupyr''
1 318 4118' pe10RE14'�,!
r t ( �� 1L9 (TrP) are" ;J� .�tGEriS�GA���
No 58201 9 2
TOP VIEW 2 7/16"
213!16" 1!B" '-A' STATE OF
•.•.,F P.r2W:
(•F-21/i6"—�•{ t I �i�FS.Cpg10,.•G``�.
�i---(- II O7 LI Ya•�t 3!8•-�I 15 h,SiONA
L1 3116 1/8, 2 3176'
3'MULLBAR H-1758
118"
MULLION CLIP S-7897
9/26/2017
1a
LUCAS A.TURNER,P.E.
2 114^ F-1522-006 FL PE#58201
1/B" RETRO/FLANGE CLIP 1239 JABARA AVE.
LNORTH PORT, 34288
` PH.941J80-1-1 574
4 718" SHEET DESCRIPTION:
F-1522-013
NEW CONSTRUCTION/FIN INSTALLATION BOM AND EXTRUSIONS
A
SCORE,BEND AND BREAK DRAWN BY: DATE:
TO REMOVE FIN FOR FRAME
ATTACHEMENT TO MULL BAR ADE 09/27/12
DETAIL A DWG#;
WET—
TYP.FIN FRAME 3:1
CWS-836 B
SAL SHEET
NOTE: ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED. 1.2 4 OF 10
FRAME TYPE OPENING "r,MULLBAR CLIP "L"MULLBAR CLIP '��/�/�)
(F-1522-XXX) (F-1767-XXX) ((IAUU(j(1/7`
FLANGE NEW F-1522-013 F-1767-001 WINDOW SYSTEMS LTJ
RETRO F-1522-006 F-1767-001 19W SW 44TH AVE.
NEW F-1522-013 F-1767-004(L&R) OCALA,FLORIDA 34474
FIN VNMN'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
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LUCAS A.TURNER,P.E.
2 314" 2 3/4• ( "L"ANGLE 3•STANDARD MULL CLIP-F-1767.001 FL PE#58201
s1239 JABARA AVE.
NO
5^ i RTH PORT.FL 34268
"L"ANGLE 3"MULL CUP,FIN(LEFT)F-1767-004L "L"ANGLE 3"MULL CUP,FIN(RIGHT)F-1767.004R I PH.941-380-1574
OUTSIDE I SHEET DESCRIPTION
EXTRUSIONS
DRAWN BV: DATE:
ADE 09/27/12
OWG#: REW
CWS-836 B
SC
SHEET
I 1.2 5 OF 10
CSrS+�(kyl6UU
� WINDOW SYSTEMS
1900 SW 44TH AVE.
OCALA.FLORIDA 34474
WW W.CWS.CC
3"PVC
MULL BAR
SEAL BEHIND FLANGE APPLY SEALANT ALONG FULL IMPACT
SEAL BEHIND FLANGE I PRIOR TO ATTACHING
PRIOR TO ATTACHING TO MULLION I Z LENGTH OF WINDOW FRAME 2
TO MULLION I GROOVE PRIOR TO ATTACHING
II COVER 1 Z Q
9 tit 9 111 11 ii 2 WJO `CwOW
FIN MUST BE REMOVED � Z O? � ~
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I.IORE W
11 1 2APPLY SEALANT ALONG FULL C,p`',��iCENgF G�F�
11 1 2 I LENGTH OF MULLBAR GROOVE .�
PRIOR TO ATTACHING DRIP No 58201
ADAPTOR
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D '•O,o•,STATE OF
FIN MUST BE REMOVED (OR IQ.
WHERE WINDOWS I 9 i ���SS�ONA1.�?G`•
CONNECT TO MULL I O ....
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a I DETAIL A Z
I 9/26/2017
SEAL BEHIND FLANGE 10 (SEE DETAIL ' LUCAS A.TURNER,P.E.
SEAL BEHIND FLANGE 1 (SEE DETAIL B) I PRIOR TO ATTACHING I
PRIOR TO ATTAHING APPLY SEALANT ALONG FULL FL PE#58201
CTO MULLION
TO MULLION 1 LENGTH OF MULLBAR GROOVE 1239 JASARA AVE.
PRIOR TO ATTACHING FLANGE NORTH PORT,FL 34288
e VERTICAL MI LI �E�
BATL(ZN i �VERTICAL MULL BAR SECTION ADAPTOR PH.941-380-1574_ i
6 FLANGE FRAME WINDOW s FIN FRAME WINDOW I I SHEET DESCRIPTION:
L
I SECTION VIEWS
MULLS
�� �� ORAWNBY: DATE:
ADE 09/27/12
Owa R: V.:
T.
DETAIL B CWS-636 B
scALE: SHEET
1.2 6 OF 10
WINDOW SYSTEMS1900 SIN 44TH AVE.
Q Q Q Q OCALA.FLORIDA 34474
W W W.CWS.CC
A
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APPROPRIATE DP CHARTS) APPROPRISEE ATE OP CHATE RTS]FOR
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C= 0VPNo 58201 :9L
9STATE OFSEE NOT11114_MAX.EDGE DISTANCE 11N6" rDMAX E GE DISTANCE �O�F''.,<O
SEE NOTE 1 7 J1L1G=MAX.EDGE DISTANCE 1 SEE NOTE 1 7 t ��SS NG��
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1 i19 SEE NOTES 1 d 2 y
19 �-
1 19 SEE NOTES 1&2 (1 EA.ICUP) (1 EAJCLIP)
(1 EA/CLIP) SEE NOTES 1 8 2 SEE NOTE 4 0 SEE NOTE 4 0 9/26/2017
SEE NOTE 4 0
C 3"HORI2.TO 3"VERT.MULLBAR SECTION LUCAS A.TURNER,P.E.
C 5"HORIZ.TO 3"VERT.MULLBAR SECTION ; 4'HOGIZ TO 3"VERT.MULLBAR SECTION 7 FL PE#58201
7 FLANGE M N O 1239JABARA AVE.
NORTH PORT,FL 34288
NOTES PH.941-380-1574
1.SUDS CLIP INTO LOCATION AND SECURE WITH ITEMS 19(OTY 1)AND 20(CITY 1),AS SHEET DESCRIPTION;
SHOWN ABOVE.
SECTION VIEWS
2.PRE-DRILLED HOLES(THRU HNCUP 1897),BY THE INSTALLER, MULL INTERSECTIONS
MAY BE LOCATED AS NEEDED WHILE MAINTAINING A MINIMUM CUP EDGE DISTANCE
OF 9132"AND A MINIMUM CENTER TO CENTER SPACING OF 112'. DRAWN BY: DATE:
3.THE ABOVE SECTIONS APPLY TO ALL MULLBAR-TO-MULLBAR CONNECTIONS, ADE 09/27/12
REGARDLESS OF ORIENTATION(.e.,HORIZONTAL OR VERTICAL).THE FULL LENGTH D O x: REV.:
MULL MUST BE THE SAME DEPTH,OR GREATER,THAN THE INTERSECTING MULL CWS-836 B
4.INTERIOR MULLANCHOR ATTACHMENT SCREW THRU VERTICAL MULL INTO MULL SCALE: SHEET
CUP. PRE-DRILL PILOT HOLE THRU ALL MATERIAL 1:2 7O 10
NOTES:
1.THE MULL BAR IN FOCUS FOR ANY GIVEN �Ss�(S4f0YlYll!/UU(1•
CONFIGURATION IS SHOWN IN BOLD.
TWIN TRIPLE TRANSOM OVER TWIN TRANSOM OVER TRIPLE 2.AN INTERSECTED MULL BAR HAS OTHER MULL WINDOW SYSTEMS
VERTICAL MULLION VERTICAL MULLION VERTICAL MULLION VERTICAL MULLION BAR(S)ATTACHED TO IT(SHOWN IN DASHES) 1900 SW 44TH AVE.
r 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 3.NON-INTERSECTED MULL BARS CAN BE ATTACHED
z = _ = TO THE SUBSTRATE AND OTHER MULL BARS. 3"PVC
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I I `OP;��GENSF'';Q1�
MULL
No 58201tr
:1 ' STATE OF ;UJ
NOTES:
1.AT MULLION LOCATION,ATTACH WINDOW UNIT(S)TO MULLBAR THRU FRAME AS SPECIFIED IN WINDOW UNIT APPROVAL DOCUMENTS.IF ALUMINUM ATTACHMENT IS NOT SPECIFIED IN THE WINDOW UNIT APPROVAL
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(M10 OR 012)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. NO1239RTH PORT,PORT,PAVE.
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: DAT
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: V.:
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: SCAL: SHEET
FMA/AAMA 100(FIN WINDOWS),FMA/AAMA 200(FLANGE WINDOWS), FMAWVDMA 250(BOX WINDOWS),FMA/AAMA/WDMA 300(EXTERIOR DOORS) 1:1 8 OF 10
WINDOW SYSTEMS
1900 SW 44TH AVE. Kms/
OCALA,FLORIDA 34474
WWW.CWS.CC
3"PVC
MULL BAR
IMPACT
RETRO FIT "L"ANGLE MULL BAR CLIP
MULL BAR CLIP TWO REO'D PER EACH END OF MULL Q z Q z
if 11 owco
MULL BAR ).L 11 MULL BAR z O W p Q k z W
Z W J O
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II
J,^ - INSTALLATION ANCHOR 1� INSTALLATION ANCHOR O O F-O Z C�O
SEE TABLE 1 '� `v J SEE TABLE 1 ZoZ Z 7-?F h
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ADD STRUCTURAL ELEMENTS _ JI^^ -�"�' L ADD STRUCTURAL ELEMENTS Q O Z LL W Zp p a U
SEALANT ALONG - -_--- SEALANT ALONG - i=-
OUTSIDE EXPOSED - -- =-— - AS REO'D TO MAKE LEVEL FOR OUTSIDE EXPOSED - — - AS REQ'D TO MAKE LEVEL FOR } O W F==p Z
MULL BAR MULL BAR 0_ a !- 1_
EDGE BY INSTALLER EDGE BY INSTALLER Q w K>v1 U Q v
PERIMETER SEALANT PERIMETER SEALANT W 0 0 d.�%p W U7 W
p J! F
BYINSTALLER MIN.EMBEDMENT BY INSTALLER MIN.EMBEDMENT R =d p UJ
INSIDE AND OUT INSIDE AND OUT
SEE TABLE 1 SEE TABLE 1 =f"� W W
o I- a a
SUBSTRATE BY OTHERS SUBSTRATE BY OTHERS
SEE TABLE 1 SEE TABLE I
MIN.EDGE DIST, SEE TABLE EDIST.
SEE TABLE P lG
D VERTICAL SECTION E VERTICAL SECTION
9 TYPICAL FLANGE(RETRO FIT)ANCHORAGE 9 TYPICAL FLANGE("U ANGLE)ANCHORAGE
HEAD AND JAMBS SIMILAR FOR FLANGE INSTALLATION HEAD AND JAMBS SIMILAR FOR FLANGE INSTALLATION ' No 58201 :9
X90; STATE OF ;�tL
%"N
Fl 0 R
N0 s 1ONA tiN�p
L-
9/26/2017
NOTES: LUCAS A.TURNER,P.E.
1.BOX FRAME MULL INSTALLATION SIMILAR TO FLANGE FRAME. FL #
01
TABLE 1:APPROVED MULL CLIP INSTALLATION FASTENERS 1239 JA JABARA RA AVE.A
SUBSTRATE TYPE ANCHOR TYPE MIN.EMBEDMENT MIN.EDGE DIST. 2.SILL STOOL MUST BE FLUSH AGAINST INSIDE OF MULLED WINDOWS NORTH PORT,FL 34288
CONC
PH.941-380-1574
3" AFTER INSTALLATION.
CONCRETE(2.85 KSI MIN.) 3116"ELCO ULTRACON 1314" 1" SHEEP DESCRIPTION'.
3.RECESS RETRO MULLION CLIP 318"MAX.FOR CLEARANCE OF WINDOW INSTALLATION DETAILS
HOLL UNIT AS NEEDED. FLANGE
3116"ITW TAPCON 1-3/8" 718"
2X MIN.SOUTHERN PINE(G=0.55) OR ELCO ULTRACON 4.FOUR(4)ANCHORS REQUIRED PERT'MULL CLIP,SEE SHEETS 2-3. DRAWN BY DATE
THREE(3)ANCHORS REQUIRED PER"L"MULL CLIP,SEE SHEETS 2-3.
2X MIN.SOUTHERN PINE(G=0.55) #10 WOOD SCREW 1318" 718" ADE 09/27/12
16 GAUGE(0.060")MIN.STEEL STUD #10-16 HILTI KWIK-FLEX OR ITN FULL THREAD S.SEAT MULLION TIGHT TO MULL CLIP, 0: ..
(33 KSI YIELD MIN) TEKS SELF-DRILLING SCREW THRU 0.060" 7116
6.FOR ANCHORAGE DETAILS FOR THE WINDOW,REFER TO THE WINDOW CWS-836 B
118"ALUM.(6063-75 MIN.)OR 410 GRADE 5 SELF-TAPPING/ FULL THREAD 7116„ SPECIFIC INSTALLATION DETAILS. TEA—LT— SHEET
118"STEEL(33 KSI MIN.) DRILLING SCREW THRU 0.125" 1:2 1 9 OF 10
WINDOW SYSTEMS
1900 SW 44TH AVE.
OCALA,FLORIDA 34474
W W W.CWS.CC
3"PVC
MULL BAR
IMPACT
a - 3: ¢z3�
RETRO FIT "L"ANGLE CUP 1- 0 W 0 Q W p W
MULL BAR CUP TWO REO'D PER EACH END OF MULL Z LU-10 �Z
W ZOZ -- -
0 Qrn� 0M3m
IL �w rzr-32x
MULL BAR MULL BAR OV 0-06 F�m
a
1-- ,JLJ z zcZz�On
INSTALLATION ANCHOR = Y�'L = INSTALLATION ANCHOR Q 0 Z O 16 Z:D LL O
SEE TABLE 1,SHT 9 '� ' 6EE TABLE 1.SHT 9 } Q3 O F U~Z
QK d'K�}O'SO
SEALANT ALONGE SEALANT ALONGE l=am-' w LL 0 LU rn 0 W��W1y1
OUTSIDE EXPOSED OUTSIDE EXPOSED W W O J r/7 EDGE 8Y INSTALLER "o.r EDGE BY INSTALLER of o• 0
° p W F=-�CL WO�y
EXTERIOR FINISH I MIN.EMBEDMENT EXTERIOR FINISH °• 41 MIN.EMBEDMENT (L F=- D. K d
BY OTHERS SEE TABLE 1,SHT 9 BY OTHERS SEE TABLE 1,SHT 9
PERIMETER SEALANT PERIMETER SEALANT
BY INSTALLER BY INSTALLER group
INSIDE AND OUT INSIDE AND OUT yyy1,,HOREkV
SUBSTRATE BY OTHERS SUBSTRATE BY OTHERS G E N
SEE TABLE 1,SHT 9 SEE TABLE 1,SHT 9
^v'
" MIN.EDGE DIST. MIN.EDGE DIST. No 58201 _
F VERTICAL SECTION SEE TABLE 1,SHT 9 SEE TABLE 1,SHT 9 * i
G VERTICAL SECTION
10 TYPICAL FIN(RETRO FIT)ANCHORAGE 10 TYPICAL FIN("L"ANGLE)ANCHORAGE %9; STATE OF
HEAD AND JAMBS SIMILAR FOR FIN INSTALLATION HEAD AND JAMBS SIMILAR FOR FIN INSTALLATION %0%
%�F• �ORIQP•G��:
X�
9/26/2017
LUCAS A.TURNER,P.E.
NOTES: FL PE 11158201
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. DRAWN BY: ATE:
THREE(3)ANCHORS REQUIRED PER"L"MULL CLIP,SEE SHEETS 2.3.
ADE 09/27/12
4.SEAT MULLION TIGHT TO MULL CLIP. DWG rr. V.:
S.FOR ANCHORAGE DETAILS FOR THE WINDOW,REFER TO THE WINDOW CWS-836 B
SPECIFIC INSTALLATION DETAILS. SCALE: SHEET
1:2 100F 10