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• . FL# FL9520-R7
Application Type Revision
Code Version 2017
Application Status Approved
Comments
Archived ❑
Product Manufacturer Custom Window Systems Inc.
Address/Phone/Email 1900 SW 44th Avenue
Ocala, FL 34474
(352)368-6922 Ext 245
kpine@cws.cc
Authorized Signature Kevin,Pine
kpine@cws.cc
Technical Representative ]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
O Validation Checklist-Hardcopy Received
Certificate of Independence FL9520 R7 COI Evallkenort836B.odf
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
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1/4/2018 Florida Building Code Online
FL9520 R7 Equiv FL9520 Equivalency.pdf
Sections from the Code
Product Approval Method Method 1 Option D
Date Submitted 09/29/2017
Date Validated 10/02/2017
Date Pending FBC Approval 10/05/2017
Date Approved 12/12/2017
Summary of Products
FL# Model,Number or Name Description
9520.1 3"Alum.Tube Mullion 3"Alum.Tube Mullion,Horizontal&Vertical, Fin&Flange
applications. (IMPACT)
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL9520 R7 II CWS-836B.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 and FL9520 R7 AE EvalReoort836B.pdf
Evaluation Report for complete list of Limitations and Created by Independent Third Party:Yes
Conditions of Use.
9520.2 14"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 EvalRenort837B.p_df,
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 and FL9520 R7 AE EvalReport838B.pdf
Evaluation Report for complete list of Limitations and Created by Independent Third Party: Yes
Conditions of Use.
Back P1ext
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
mall 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:
FOR eCheck
Credit Card
Safe
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URNER 1239 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`"
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-83713, 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-83713,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 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.
,ttl�1�[�bii�r�1
REW �I*s
Lucas ;= No 582€I1 -A z�
Turner c*' '*= 9/26/2017
:9: StATE �F ;`artU�. Lucas A. Turner, P.E.
2017-09-28 :O ;s�fi ; m. FL PE#58201
07:34+20:00 �.�� a
%.4 ��, .•.j�z `.
��`04-IONA�0s`�•
® �
411 PVC MULL BAR - LARGE MISSILE IMPACT GENERAL NOTES:
1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH WINDOW SYSTEMS.ILly�f I%�////
SHOWN W/DIFFERENT OPTIONS THE FLORIDA BUILDING CODE(FBC),CURRENT EDITION INCLUDING THE HIGH 1900 SW 44TH AVE.
VELOCITY HURRICANE ZONE(HVHZ)AND IS RATED FOR WIND ZONE 4 MISSILE LEVEL 1900 S E.
D IMPACT USE AS DEFINED IN ASTM E 1996 PER THE FBC. W ALA,FLORIDAFL RI34474
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 1l3%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. 0'0 a w o p
6.DESIGN PRESSURE OF MULLED UNITS SHALL BE CONTROLLED BY THE LESSER w z O z C
D :R a) }O��m
DESIGN PRESSURE OF THE MULLION OR THE INDIVIDUAL WINDOW UNITS. u, t-w 3Z F _
ANCHOR CLIP ANCHOR CLIP Z Z x m a w w 0 0
A I c I 7.DESIGN PRESSURES AND INSTALLATION DETAILS SHOWN IN THIS DOCUMENT c0i 0�0 Ci a H�nm.
6 I 7 I I AAPPLY PPROVALY TO THE MULLION.WINDOWS MUST BE APPROVED UNDER SEPARATE Z ZO Z U—Z O Cn
V
O III B IIII O _ w- ?oSO
6 8 RESPONSIBILITY I � mU~ZmAPPLCABELOCAL LAWS,BUILDING CODES,ORDINANCES OR OTHER SAFTEY a 0 wREQUIREMENTS RESTS SOLEY WITH THE ARCHITECT,ENGINEER OF RECORD, 0 C i w W
LLI-
BUILDING OWNER OR CONTRACTOR. D ?m—w 0-11An. w O O
II 0 w�0 D-=w�
9.SINGLE UNITS TO BE MULLED ARE NOT LIMITED TO THOSE SHOWN IN THIS tY x a w w
DRAWING. SINGLE UNITS TO BE MULLED TOGETHER MUST BE MANUFACTURED BY o �- a
X I X X CUSTOM WINDOW SYSTEMS,INC.AND MUST BE MADE OUT OF VINYL PVC OR
EXTRUDED ALUMINUM. %
Q Q I I Q I 94
10.VERTICAL MULLED UNITS MAYBE MULLED INDEFINITELY AS LONG AS THE SINGLE %%%C>p;��R�...TG''•�
UNIT WIDTH AND HEIGHT ARE NOT EXCEEDED,AND MULLIONS ARE ANCHORED AS `SGP;��c E NS�.,�'p'0�,
G F E D SHOWN HERE IN. J:.
� No 58201 .t 9 S
10 10 9 g ANCHOR CLIP J,C*;
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.
FOR SECTION VIEW ONLY �9ot. STATE OF :�utuc
�'4�F F<O R 1 O P'�•��•�
ANCHOR CLIP
Lucas
Turner zz
O i i O i 2017-09-28
07:13+20:00 9/26/2017
LUCAS A.TURNER,P.E.
FL PE#58201
1239 JABARA AVE.
NORTH PORT,FL 34288
II X I
PH.941-380-1574
X
I II I SHEET DESCRIPTION:
TABLE OF CONTENTS Q 4
GENERAL ELEVATIONS
GENERAL
AND
GENERAL NOTES&ELEVATIONS...............1 DRAWN BY: DATE:
DP CHARTS.................................................2-3 ANCHOR CLIP ADE 09/27/012
BOM&EXTRUSIONS.....................................4 DWG M 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 Curt,PSF,far hbn-Mersected hpact PJC4-Mrfaon 1+1759,with 1522 clips using four(4)#10 screws or msenry anchors per each end of=Ban.See note behw chart for further anchorage hfomatnn.
�1T� OPENING SIZE an.) I // �77(�V�®Tyj�i•�/�/�
39 45 51 57 63 69 75 318 81 87 93 99 1073/8 114 120 126 132 138 145 316 I VERTICAL MULLroN 1L1. (�,(('L>y L/UL{ 1(lj_�/1
483/4 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 rnN WINDOW SYSTEMS
HOR¢ONTAL MULLION
53118 120.0 120.0 120.0 120.0 120.0 120.0 118.6 1 5. 112.3 1 0.3 109.1 108.6 108.6 108.6 108.6 108.6 108.6 108.6 I = T 1900 SW 44TH AVE.
120.0 120.0 120.0 117.9 1.7 106.5 102.9 99.9 97.6 96.0 94.6 94.3 94.3 94.3 94.3 94.3 70.0 I F u1 OCALA,FLORIDA 34474
63 0.0 9. .3 97.T- 9. .5 78. 77.9 77. 77. 7. 7. .0 I Z ly WWW.CWS.CC
= 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 LU rn
t7 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 I � Z w /+
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 I w •1111 PVC
..f 90 70.0 70.0 70.0 70.0 70.0 70.0 66.5 63.3 60.5 58.1 56.0 53.7 52.2 5.1 50.1 I O
a 84 70.0 70.0 70.0 70.0 70.0 66.5 62.4 59.3 56.6 54.2 52.2 49.9 48.4 1 47.3 L L MULL BAR
88 70.0 70.0 70.0 70.0 67.3 62.8 58.8 55.8 53,2 1 50.9 1 48.9 46.7 1 45.2 1II - IMPACT
92 70.0 70.0 70.0 69.1 63.8 59.4 55.6 52.1 50.1 47.9 46.0 43.8 I F�-� OPENINGS¢E� MULL LENGTH
96 70.0 70.0 70.0 65.8 60.6 56.4 52.7 49.9 47.4 1 45.3 1 43.4 41.3 I TRIPLE
VERTICAL MULLION
DP CHART IS FOR: TRPLE Z Q Z 0
NON-INTERSECTED IMPACT 4"MULLION 1759,HORIZONTAL OR VERTICAL,USING(PER END): I HOR¢ONTALMULLpN z w�00 ¢W O w
1522 CLIPS
w z0? 0:=?I_
-(4 #10 SC I z o IQ-w �}03�'=
"ITW TAPCONS or ELCO ULTRACONS INTO SOLID CONCRETE or I _1 e O O o W O0 0
------------------------------ I 0 z to- 1.-ma
--------------------- Z�]-ZF(ay
{{ Design Pressure Chan,PSF,far Nm-htersedetl kpect P/C4•Mullion 1+1759,wl8h 1767c"ushg sbt 8) 10 screws or rresonryanchors per each end of rrWon.See note behw chanfar further anchorage Irdartetlon. I Z 0 o u) =O LL f)
- 39 45 51 57 63 69 75 318 81 OPENING SIZE n) 99 107 318 114 120 126 132 138 145 318 I LI I T_I-MULL LENGTH O~Or Z Oj
87 -IOPENWGS¢FJ-- Q U p
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 TRANSOMOVERTWQJ W o d' W to W
53 1/8 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 20.0 120.0 120.0 120.0 120.0 120.0 I VERTICAL MULLION _ Z In w 0 J(q F
57 120.0 120.0 120.0 120.0 120.0 20.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 70.0 I HOR¢O NRMULLION 0 w F_O OL 2 >-
c 63 1200.
.0 12o.0 2o.0 120.0 20.0 20.0 20.0 120.0 120.0 120.0 120.0 117. 116.0 115.2 114.9 70.0 70.0 0.0 I I X F w � W
Fs 68 120.0 120.0 120.0 120.0 120.0 120.0 120.0 117.9 113.4 109.6 106.5 103.2 101.3 100.0 70.0 70.0 70.0 70.0 L (L a
(7 72 120.0 120.0 120.0 120.0 120.0 120.0 113.9 108.9 104.3 100.6 97.5 94.1 70.0 70.0 70.0 70.0 70.0 I I=- OPENING
z
LU 76 120.0 120.0 120.0 120.0 120.0 112.5 105.9 101.0 96.7 93.0 89.9 66.4 70.0 70.0 70.0 70.0 I Z SIZE �Illll/r
J 80 70. 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 7. 70. 70. 7.0 7. 70. I ��% OREW #h,
84 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 1 J c P`,.........
a9 7.0 70. 70.0 7.0 7. 70. 7 .0 7.0 7 .0 7.0 70. 69.5 67. I ��VP�•�\GENS�.,�Q,L'y�
92 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 68.5 65.2
96 70.0 70.0 7. 7. 7. 7U.0 7 . 7. 5. .2 58.5 E �l� No 58201 •%:p r
T F'� OPENINGSIZEMULL LENGTH
DP CHART IS FOR: I TRANSOM OVER TRIPLE 3-10 j a
NON-INTERSECTED IMPACT 4"MULLION 1759,HORIZONTAL OR VERTICAL,USING(PER END): I VERTICAL MULLION 33: STATE OF j%I7
1767 CLIPS
-(6)#10 SCREWS INTO WOOD or METAL I '� S .......
..
-(6)3/16"ITW TAPCONS or ELCO ULTRACONS INTO SOLID CONCRETE or WOOD I L �''�iSiONA�E?•`�
(6) 1/4" ULTINTOHOLLOWor GROAT-FILLEDBLOCK
- ---
-------------------------
Design Pressure Chan,PSF,for Non-htemocted head PJC 4'Mllon 1+1759,w/1767 clps using six(6)#12 screws or 1W Elco Uhacon9 per each end of mIDon.See note behw chart for further anchorage Information. I
T�-- OPENING SIZE n.
I 39 45 51 57 63 1 69 75318 81 1 87 93 99 1073/8 114N70.0
126 132 138 145 3/8 I 9/26/2017
48314 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
531/8 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 I OPENING S¢E4 - LUCAS A.TURNER,P.E.
s7 120.0 120.0 120.0 120.0 120.0 120.0 tzo.a 120.0 120.0 120.0 120.0 120.0 120.0 1za.o 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 70.0 70.0 0.0 1239 JABARA AVE.
r 68 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.011 70.0 70.0 70.0 70.0 I NORTH PORT,FL 34288
= 72 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 tts.7 11z.s 70.0 70.0 70.0 70.0PH.941-3801574
� 76 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 115.7 111.3 107.6 103.5 70.0 70.0 1 70.0
80 70.0 1 70.0 1 70.0 1 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 SHEET DESCRIPTION:
84 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 DP CHARTS
8a 20!2. o. o.o o.o o.o o.0 0.0 70.0 0.0 70. 0.o I NOTES: NON-INTERSECTED
92 70.0 70.0 70.0 70.0 70.0 70.0 70.0 I rum 70.0 70.0 1 70.0 67.2 11.THE MULL BAR IN FOCUS FOR ANY GIVEN MULLS
96 7D.o I 70.0 I 7D.o I 70.0 70.0 70.0 I 7D.o I 70.0 69.0 65.3 1 62.2 56.5 I I I I CONFIGURATION IS SHOWN IN BOLD. DRAWN BY. DATE:
12.AN INTERSECTED MULL BAR HAS OTHER MULL ADE 09/27/012
DP CHART IS FOR: I BAR(S)ATTACHED TO IT(SHOWN IN DASHES)
NON-INTERSECTED IMPACT 4"MULLION 1759,HORIZONTAL OR VERTICAL,USING(PER END): THROUGH THE USE OF MULL BAR CLIPS. AN DWG#: REV.:
1767 CLIPS I INTERSECTED MULL BAR WILL ALWAYS BE
-(6)#12 SCREWS INTO WOOD or METAL ATTACHED TO THE SUBSTRATE AT BOTH ENDS. SOWS-837 B
(6)1/4"ELCO ULTRACONS INTO SOLID CONCRETE or WOOD 13.NON-INTERSECTED MULL BARS CAN BE ATTACHED SHEET
TO THE SUBSTRATE AND OTHER MULL BARS. 1:1 2 OF 10
Design Pressure Chan,PSF,fw Intersected tri PVC4'Mon 1+1759,w/1522 caps using four(4)#10 screws ormsonry anchors per each end of ninon.See note below chart for further anchorage inforn m n.
OPENING SIZE On.) I // 57nrtV7�®Tyj�i
39 45 51 57 63 69 75318 81 87 93 99 1103/8 114 120 126 132 138 1 145 318
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 WINDOW SYSTEMS
3
42 314 20.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 114.3 107.4 101.3 -9T-6- 88.9 84.6 80.8 77.3 74.1 70.5 I 1900 SW 44TH AVE.
48 3/4 120.0 120.0 120.0 120.0 120.0 20.0 112.9 05.8 99.1 93.3 88.0 79.6 77.2 73.6 70.4 67.4 64.6 6.4 I OCALA,FLORIDA 34474
53118 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
--T20.0 120.0 118.6 108.1 99.3 91.8 85.0 79.7 74.8 70.5 66.6 60.4 58.6 56.0 53.5 51.2
68 120.0 120.0 108.4 98.9 90.9 84.2 78.0 73.2 68.7 64.8 61.3 55.5 53.9 51.5 I /�•�PVC
72 120.0 112.1 101.4 92.5 85.1 78.6 73.1 68.fi 64.5 60.8 57.5 52.2 50.7 I MULL BAR
75 318 119.1 106.2 95.9 87.7 80.7 74.8 69.4 65.2 81.3 57.8 54.7 49.6
DP CHART IS FOR: I IMPACT
INTERSECTED IMPACT 4"MULLION 1759,HORIZONTAL OR VERTICAL,USING(PER END):
1522 CL
-(4)#10 SCREWS INTO WOOD or METAL I VERTICAL( MULLION ❑W o a W O w
(4)3/16"ITW TAPCONS or ELCO ULTRACONS INTO SOLID CONCRETE or WOOD I w LU-10 <r z
-(4) 1/4"ELCO ULTRACONS INTO HOLLOW or GROUT-FILLED BLOCK D O->.O M�m
----------------------------------------------------1 U. �w3 I-��=
1 z 0 003 _
Design Pressure Curt,PSF,for hterse Impact PVC4'hblon 1+1759,with 1767 clips using six(6)#10 screws or msonry enc ors per each end of ninon.See note bebw chartforfurther anchorage infwrtetbn. -- -- O O F O
Z OCL
OPENING SIZE(In.) I Z 0 Z y_Z~j Cn
39 45 51 57 63 69 75 318 81 87 93 99 1103/8 114 120126 132 138 145 3/8 O O=) U-
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 +'•Z LL O O W Z
42 314 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 115.1 110.3 105.0 I -- -- O F+-Ix-Z_
48 314 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 118.5 114.9 109.6 104.7 100.3 96.1 91.5 13 O m
53 118 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 119.5 108.1 104.9 100.0 95.5 91.5 87.8 83.6 I L W LL
0 0 w 0O W U)W
w 57 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 117.1 110.7 100.2 97.2 92.7 88.6 84.8 81.4 77.6 I a Z=a It O-v7
63 20.0 20.0 120.0 120.0 120.0 120.0 120.0 1 8.7 111.4 105.0 99.2 89.9 87.3 83.3 79.6 76.2 I O W r d x rG
F�OPENING SIZE --I x a W O
? 68 120.0 120.0 120.0 120.0 120.0 120.0 16. 09.0 02.3 98.5 91.2 82.7 80.3 78.6 d d
72 120.0 20.0 120.0 120.0 122..2 117.3 108.9 102.2 96.0 90.5 85.6 77.7 75.4 I HORIZONTAL MULLION
75 318 120.0 120.0 _120.0 120.0 120.0 111.3 103.3 97.0 91.2 86.0 81.4 73.9
DP
T IS
INTERSECTED IOMPACT 4"MULLION 1759,HORIZONTAL OR VERTICAL,USING(PER END): I �� yCE N..',TGi�
1767 CLIPS I W . 'P'�� SF•.;Qy.�
(6)#10 SCREWS INTO WOOD or METALI U) %'��' No 58201 t�9
-(6)3/16"ITW TAPCONS or ELCO ULTRACONS INTO SOLID CONCRETE or WOOD I 3 ISIINGL I TWIN
(6) 1/4"ELCO ULTRACONS INTO HOLLOW or GROUT-FILLED BLOCK----------------------------1 w OR
O ITRIPLEI STATE OF
Design Pressure Oran•PSF,for htesected Impact PVC4'Muton 1+1759,with 1767 clips using sic(6)#12 screws or 1/4'Eco Ubmcons per each and of mlion.See note below chart for further anchorage anwnation I UNITS ��O.t�••.� P.' ��
� - OPENING SIZE(in.) I IBELOWI i��jPS•• O R 10:•0�`J
1 39 45 51 57 63 69 753/8 81 87 1 93 99 110 318X120.0
0 126 132 138 145 318
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 0.0 120.0 120.0 120.0 120.0c 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 0.0 120.0 120.0 120.0 120.0 Fes- MULL LENGTH
483/4 120.0 120.0 120.0 120.0 120.0 120.0 120.0 Z0.0 120.0 120.0 120.0 120.0 0.0 120.0 120.0 115.1109553 1/8 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 9.7 114.3 109.5 105.1 100.157 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 1.0 106.0 01.6 s7.4 92.89/26/2017
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 .7 95.3 91.268 001 .0 .0 12. 0.0 20.0 20.0 20.0 5.5 9.2 99.0 .772 120.0 120.0 122.0 122.0 120.0 120.0 1z0.0 122.0 115.0 108.3 102.5 93.0 I LUCAS A.TURNER,P.E.
FL PE#58201
753/8 122.2 122.2 122.2 120.2 122.2 120.2 122.2 1s.z 09.2 03.o 97.4 86.4 I 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 I SHEET DESCRIPTION:
-(6)#12 SCREWS INTO WOOD or METAL I
(6)1/4"ELCO ULTRACONS INTO SOLID CONCRETE or WOOD DP CHARTS
NOTES: INTERSECTED MULLS
11.THE MULL BAR IN FOCUS FOR ANY GIVEN
CONFIGURATION IS SHOWN IN BOLD. DRAWN BY: DATE:
I2.AN INTERSECTED MULL BAR HAS OTHER MULL ADE 09/27/012
1 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. scALE
3.NON-INTERSECTED MULL BARS CAN BE ATTACHED SHEET
TO THE SUBSTRATE AND OTHER MULL BARS. 1:1 3 OF 10
ITEM PART# DESCRIPTION 'T"MULLBAR CLIP "L"MULLBAR CLIP
1 H-1759 MULL,1318"x 4",FLAT,PVC FRAME TYPE OPENING (F-1522-XXX) (F-1767-XXX) �(Jn(�v�®>Kyn
2 S-1895 DRIP ADAPTERVIlKlA7� UULG
ffl
3 5-1896 FLANGE ADAPTER NEW NOT R NDED F-1767-002 WINDOW SYSTENS
4 S-6018 MULL COVER FLANGE RETRO F-1522-014 F-1767-007(L$R)or 1900 SW 44TH AVE.
5 F-1522-014 RETRO FIT MULL ANCHOR CLIP F-1767-002 OCALA,FLORIDA 34474
NEW 7 F-1767-005(L&R) WWWCWS.CC
6 F-1522-027 RETRO FIT MULL ANCHOR CLIP FIN
7 F-1767-002 L-ANGLE 4"MULL CLIP,STANDARD RETRO F-1522-027 F-1767-005(L&R)
8 F-1767-005L L-ANGLE 4"MULL CLIP,FIN,LEFT NEW NOT RECOMMENDED F-1767-002 411 PVC
9 F-1767-00SR 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 #10 x 1 10,PANHEAD PHILIPS ZINC
13 #10 FLAT WASHER Z 3 a Z
14 CAULK ❑W O V)w 0p
15 #10 OR#12 HEX WASHER HEAD TEK SCREW*(see note below w z O z< k Z C
16 8-1898 4"HORIZ MULLION CLIP,PVC 0 Q CO 3}O m3:m
17 P-5132 MULLBAR CAP 17116-(TYP.) Z z= ¢z¢H 3 2=
18 #10 HEX WASHER HEAD TEK SCREW 9/32"(TYP) 9132"(fYP.) V U y OO li HF-W
19 #10 FH TEK SCREW ❑ Z-jZZI-fir)
'US11WOOD SCREW SIZE(#10 OR#12),SPECIFIED IN WINDOW UNIT APPROVAL DOCUMENT �j fzal O-O~~:�5 =O Z
/ 1t- 1--acoO Z
t1 15/16'1 1 9116"(ll'P.) FQ- 0 0 }j 3 O m
112" Fr 2 13118" �� 0 o- w F L m xp?
1116" 4 1/8" Oa.
TOP VIEW 4 3/4" a H aWLu d
DRIP ADAPTER S-1895 3 7/8" "THRU(fl P.)
—3112"
•Ogeur•q
x1 1/4"1t 2 � 1/4°THRU(fYP.) ,���tt pNOR....
1/16' 3 1 1/16' 118, 7/16•THRU(TYP.) _.1� No 58201 '�73
FLANGE ADAPTER S-1896 L OUTSIDE w' D:
4'HORIZ.MULLION CLIP S-1898 9O STATE OF :�4r�
—41/4" 1 11116"(TYP.) 11 7/8"l �i'�SS'`.
1 13/16"— 3116" 1/8" s •4�1pNA1- t•�t
23/16" 37/8" Annt11•E
7/1fi 4 13/8' 1 118'
1/8" X
1/16" I I 1 13116"(fYP.)
PVC MULL COVER-6018 IL-4 7/8' �I 9/26/2017
4"MULLBAR H-1759 LUCAS A.TURNER,P.E.
RETRO CLIP(4")F-1522-027 (2 114") FL PE#58201
OUTSIDE 7/18"(TYP.) 1239 JABARA AVE.
1 511s•(TYP.) NORTH PORT,FL 34288
PH.941-380-1574
SHEET DESCRIPTION:
SCORE,BEND,AND BREAK
1 TO REMOVE FIN 5 BOM AND EXTRUSIONS
2 3/16"
A DRAWN BY: DATE:
ADE 09/27/012
DWG#: REV.:
TYP.FINFRAME DETAIL I 47/8" � CWS-837 B
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
( WIWDOW SYSTEMS
1900 SW 44TH AVE.
1 I OCALA,FLORIDA 34474
I ( W W W.CWS.CG
15 I I O
15 4"PVC
MULL BAR
I I APPLY SEALANT ALONG FULL IMPACT
FIN MUST BE REMOVED I LENGTH OF WINDOW FRAME
I 1111101 cm 11 WHERE WINDOWS GROOVE PRIOR TO ATTACHING
ow
I CONNECT TO MULL I COVER Z ZS <Z3:
Uw00
4 1 LU zOZ WrZL
z Zw�ZQr� _
woo
1 I a z-coZZlr-aw
SEAL BEHIND FLANGE PRIOR I O Z U m Z 0 u U
3 (SEE DETAIL B) I SEAL BEHIND FLANGE PRIOR 3 (SEE DETAIL 8) } Q 3:O W O m 0 Z
TO ATTACHING WINDOW TOATTACHINGWINDOW
I I
A HORIZONTAL MULL BAR SECTION p HORIZONTAL MULL BAR SECTION I 00 a O w w
s FLANGE FRAME WINDOW I A VERTlCALlHO lZONTA MULL BAR SECTION z
G)FIN FRAME WINDOW I s BOX FRAME WINDOW (L w T O a 0 5}
I I a F a I i:w w
-----------L---------------------- C -------------------------
---------------------
———————— LENGTH SE LANTAMULLBAALONG
FULLOVE «„�GpG',.Y�CENgF.s�y�".
APPLY SEALANT ALONG FULL ``�o0,tACRE W jTG���i
PRIOR TO ATTACHING DRIP J,
ADAPTOR No 58201
I I SID '—STATE OF
i
01.
;6�'i
SEAL BEHIND FLANGE O 15 PRL BEHIND
ATTACH NG 15 I Tfl
PRIOR TO ATTACHING WINDOW WINDOW ( ( r--
(SEE DETAIL A)
I (SEE DETAIL A) 2 I I DETAIL A
2
. .. I
9/26/2017
1 I FIN MUST BE REMOVED
WHERE WINDOWS I APPLY SEALANT ALONG FULL LUCAS A.TURNER,P.E.
f CONNECT TO MULL I LENGTH OF MULLBAR GROOVE FL PE#58201
PRIOR TO ATTACHING FLANGE R 1239 JABARA AVE.
I I , NO PPORT, 288
H.9413 5
80 74
LSHEET DESURIVTION:
I I SECTION VIEWS
B VER ICAL MULL BAR SECTIO I B VERTICAL MULL BAR SECTION ( 1 MULLS
s FLANGE FRAME WINDOW I 5 FIN FRAME WINDOW ( o 0
DRAWND DATE:
I I ADE 09t271012
I 3 DETAIL B DWG#: REV.:
I CWS-837 B
I SCALE: SHEET
1:2 6 OF 10
r
1
6 A 9 1 �®
WINDOW SYSTEMS
Q CD jjfi h O1900 SW 44TH AVE.
11 1 1110 44OCALA,FLORIDA 374
————— 1 I I� I WWW.CWS.CC
CD
J�Vii II 11 — ---------
0 6 S�— --_
�I /Lh 1 c1iJr �f L��i( �r 4"PVC
MULLBAR
�ti Lpl. fly r� n .� IMPACT
ALJ I f=ljn f1�L=JII- Z Q
6S n 11S�1<< Irl 3 QZ0
J 17 ~ pw0 U)Lu
_�Q
O Z O Z O_Z L
A 1 LL F2w3�F :gx
SECTION VIEW A-A O O F-O �IIJ O O
TOP VIEW v z° I=ra
FIN FRAME Z zo(DU�
Q F-'LL�OOIy0
< 0w mO-
Z
pim
W D'Nwp0Cl_j(Dw_
DL z-
a
o Lu~0 w=
w�
a �3:a
15 15
15 18 SEE NOTES 1&2 18 SEE NOTES 1&2
0 0 (2EAJCLIP) (2 EA/CLIP) ����pt30RFW T�,6
.��G£NS •-.Not
2
1 t� No 58201 *.1P
2 5'MULLBAR(H-1760)
(SEE SEPARATE APPROVAL FOR -'"v.
' t a
-T I APPROPRIATE DP CHARTS) 13STATE OF
3"HORZ.MULLION CLIP 11/16'MAX EDGE DIST. 6. O: •<4C
(SEE NOTE 1) ► 11/1 MAX ��
'EDGE DIST. •wo ,.<O R IOP,;����•
3'MULLBAR(H-1758) 16 SEE NOTE 1 11/16•MAXEDGEDIST.
SEE NOTES 1&2 18 (SEE SEPARATE APPROVAL FOR 1
APPROPRIATE DP CHARTS)
(1 EA./CLIP) 18 ar 19 SEE NOTE 4 16 SEE NOTE 1
18 ar 19 SEE NOTE 4
/�L4LANUE RA 3'VERT.MULLBAR SECTION 1 9/26/2017
'��' 114"HORIZ.TO 4'VERT.MULLBAR SECTION 18 or 19 SEE NOTE 4
7 F GE FRAM WINDOW LUCAS A.TURNER,P.E.
/-C-'\5'HORIZ.TO 4'VERT.MULLBAR SECTION FL PE#58201
7 FLANVE FRAME WINDOW 1239 JABARA AVE.
NORTH PORT,FL 34288
NOTES: PH.941-380-1574
SHEET DESCRIPTION:
1. SLIDE CLIP INTO LOCATION AND SECURE WITH ITEM 18,AS SHOWN ABOVE. SECTION VIEWS
2. PRE-DRILLED HOLES(THRU HN CLIPS 5117 OR 5118),BY THE INSTALLER, MULL INTERSECTIONS
MAYBE 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".
3.THE ABOVE SECTIONS APPLY TO ALL MULLBAR-TO-MULLBAR CONNECTIONS, ADE 09/27/012
REGARDLESS OF ORIENTATION(i.e.,HORIZONTAL OR VERTICAL).THE FULL LENGTH DWG p: REV.:
MULL MUST BE THE SAME DEPTH,OR GREATER,THAN THE INTERSECTING MULL. CWS-837 B
4.INTERIOR MULL ANCHOR ATTACHMENT SCREW THRU VERTICAL MULL INTO MULL SCALE' SHEET
CLIP. PREDRILL PILOT HOLE THRU ALL MATERIAL 1:2 7 OF 10
NOTES: �®
1.THE MULL BAR IN FOCUS FOR ANY GIVEN
CONFIGURATION IS SHOWN IN BOLD. WINDOW SYSTEMS
TWIN TRIPLE TRANSOM OVER TWIN TRANSOM OVER TRIPLE 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 7� THROUGH THE USE OF MULL BAR CLIPS. AN OCALA.FLORIDA 34474
INTERSECTED MULL BAR WILL ALWAYS BE WWW,CWS.CC
ATTACHED TO THE SUBSTRATE AT BOTH ENDS.
3.NON-INTERSECTED MULL BARS CAN BE ATTACHED
r r TO THE SUBSTRATE AND OTHER MULL BARS. 4"PVC
J J z z MULL BAR
M J J IMPACT
L owo Wwo
I I I II Nz W-30 FWI--0o
f-- OPENING SIZE OPENING SIZE !� OPENING SIZE OPENING SIZE Fes- W Z O Z d'I_Z t
o ami}Oix3rm
LL zW��dl-3gx
0 0�0
z =o(L
HORIZONTAL MULLION p Z_ Z 7 U)
TWIN/TRIPLE o D=] -]U-
TWIN TRIPLE TWIN/TRIPLE VERTICAL MULLION Z V m Z 0
HORIZONTAL MULLION HORIZONTAL MULLION HORIZONTAL MULLION <- w O O 0 Z
} Q2�0 W-20-
_ -- -- w LLWwai0wLnw
vdi OSIZENG z 0 �SINGLE� a W a=w}
0 � w T RIN a Fx- a ��am
zW w � a.
-- -- O �TRIPLE�
a z D I UNITS
O w BELOW
rEMULLLENGTMULLLENGTH _OPENING SIZE MULLLENGTH�I_-MULLLENGTH JGPS•ti F•'•.'y
t No 58201 :9+
ro:9 I
OF :cuAl
• STATE
��'rsS+�NA�E�•`��
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(#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 4-5. DRAWN Br. DATE:
ADE 09/27/012
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-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/AAMA 100(FIN WINDOWS),FMA/AAMA200(FLANGE WINDOWS), FMANVDMA250(BOX WINDOWS),FMA/AAMANVDMA 300(EXTERIOR DOORS) 1:1 8 OF 10
V
WINDONDO lY ST LI S
W SYSTEMS
1900 SW 44TH AVE.
OCALA,FLORIDA 34474
W W W.CW S.CC
4" PVC
MULL BAR
IMPACT
Z ¢zo
POw0 mw o
"L"ANGLE MULL BAR CLIP w z O Z d-Z I:--
TWO
=
TWO READ PER EACH END OF MULL RETRO FIT 0 Q�3}O 2�m
MULL BAR CLIP LL F-W Z H 3 g 2
z z1:
0 OHO
a� MULL BAR MULL BAR Z z0 SO Z Z?co y
ZOWZO
JJI
P—LL20 U-
i J J EE TABLE IO SAN ANCHOR "lr J,I�L ��f l SEE ALLATIO SHT 9HOR Q � }>j�O
II
I 00�> 0-1
LJ �� JL — JI �I R z d O 0 co!A F
SEALANT ALONGE �` "r Jl J SEALANT ALONGE �` L J O W F 0 a 2
OUTSIDE EXPOSED X 2 Lu,-::w
EDGE BY INSTALLER °a. OUTSIDE EXPOSED .,.o a F- d 2 0-
EDGE BY INSTALLER
EXTERIOR FINISH "• _ _ __ MIN.EMBEDMENT EXTERIOR FINISH `• MIN.EMBEDMENT
BY OTHERS --— — SEE TABLE 1,SHT 9 e"fir' SEE TABLE 1,SHT 9
BY
PERIMETER
METE S ANT PERIMETER SEALANT %��WORE W IJ.-
BY .-
INSIDE AND OUT BY INSTALLER ���Q°;.••�O E N S••GHQ 4I
INSIDE AND OUT G• %, , 'L"
SUBSTRATE BY OTHERS SUBSTRATE BY OTHERS
SEE TABLE 1,SHT 9 SEE TABLE 1,SHT 9 No 58201 t�91
a MIN.EDGE DIST.
F VERTICAL SECTION SEE TABLE 1,SHT 9 MIN.EDGE DIST.
10 TYPICAL FIN "L"ANGLE ANCHORAGE G VERTICAL SECTION SEE TABLE 1,SHT 9 %9; STATE OF •tU
( ) 10 j
TYPICAL FIN HEAD AND JAMBS SOI ILAR FOROGE
FN INSTALLATIONiQ��s `onto
HEAD AND JAMBS SIMILAR FOR FIN INSTALLATION
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 3/8"MAX.FOR CLEARANCE OF WINDOW PH.941-380-1574
UNIT AS NEEDED. SHEET DESCRIPTION:
3.FOUR(4)ANCHORS REQUIRED PER 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
DWG a: REV.:
SPECIFIC INSTALLATION DETAILS.
CWS-837 B
SCALE: SHEET
1.2 107F 10