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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 291
jlathrop@cws.cc
Authorized Signature Kevin Pine
kpine@cws.cc
Technical Representative ]ay Lathrop
Address/Phone/Email 1900 SW 44th Ave
Ocala,FL 34474
(352)368-6922 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
...I 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
�( Validation Checklist-Hardcopy Received
Certificate of Independence FL9520 R7 CO., Eva1Reoort836B.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
FL9520 R7 Eouiv FL9520 Eouivalency_pdf
https://www.floridabuilding.org/pr/pr_app_dti.aspx?param=wGEVXQwtDgvIHvmuJRWe... 3/10/2020
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
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 1I CVdS-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 FL9520 R7 AE EvalReDor836B.Ddf
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 C1v',,'S-837B.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 EvalReDOrt837B.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 EvalReoor838B.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
emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,
please provide the Department with an email address which can be made available to the public.To determine If you are a licensee under Chapter 455,F.S„please
click here.
Product Approval Accepts:
Credit Card
Safe
=I=a , .vlrt .
https://www.floridabuilding.org/pr/pr_app_dtl.aspx?paraln=wGEVXQwtDgvIHvmuJRWc... 3/10/2020
GENERAL NOTES:
3" PVC MULL BAR - LARGE MISSILE IMPACT 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH WINDOW SYSTEMS
SHOWN w/DIFFERENT OPTIONS THE FLORIDA BUILDING CODE(FBC),CURRENT EDITION INCLUDING THE HIGH 1800 SW 44TH AVE.
VELOCITY HURRICANE ZONE(HVHZ)AND IS RATED FOR WIND ZONE 4 MISSILE LEVEL 1900 S FLORIDA E.
D IMPACT USE AS DEFINED IN ASTM E 1996 PER THE FBC. OCALA,vvvvw. LORI34474
2.CONFIGURATIONS(SEE SHEETS 2-3):VERTICAL OR HORIZONTAL.
3.SEE MULLION CHARTS FOR MAX.DESIGN PRESSURES AND LENGTH. 3" PVC
(REFERMULL 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
DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS.
5.PRODUCT APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE NOT REQUIRED. z w LU O Q W O w
6.DESIGN PRESSURE OF MULLED UNITS SHALL BE CONTROLLED BY THE LESSER w z O z �_z H
- DESIGN PRESSURE OF THE MULLION OR THE INDIVIDUAL WINDOW UNITS. o :7t
w z O�2
ANCHOR CLIP--- -——- — -——————— —— --ANCHOR CLIP O O�O¢
CA C 7.DESIGN PRESSURES AND INSTALLATION DETAILS SHOWN IN THIS DOCUMENT Q Q�O z tL H
O CO a-
APPLY
OAL.Y TO THE MULLION.WINDOWS MUST BE APPROVED UNDER SEPARATE Q Z-U-Z F-v U)
O BBQ/ O O > Q-U_W00Oz
8.APPLPCABLEILITY LOCAOL LAWS,BING UILDING CODES,ION ORDINADUCTS TO MEET ANY NCES OR OTHER SAFTEY C x 0 O}(0U f z U)
REQUIREMENTS RESTS SOLEY WITH THE ARCHITECT,ENGINEER OF RECORD, w o it a)o w
BUILDING OWNER OR CONTRACTOR. a ?=w p L
9.SINGLE UNITS TO BE MULLED ARE NOT LIMITED TO THOSE SHOWN IN THIS a Fz F-a w w U)
DRAWING. SINGLE UNITS TO BE MULLED TOGETHER MUST BE MANUFACTURED BY n.
X X X CUSTOM WINDOW SYSTEMS,INC.AND MUST BE MADE OUT OF VINYL PVC OR
EXTRUDED ALUMINUM.
10.VERTICAL MULLED UNITS MAY BE MULLED INDEFINITELY AS LONG AS THE SINGLE J`+ F�.C10R6 ..
�T4,�
Q I Q 4 I UNIT WIDTH AND HEIGHT ARE NOT EXCEEDED,AND MULLIONS ARE ANCHORED AS +a`':' NS'•4 Q
CY F'..�
SHOWN HERE IN. J :,
No 58201 ,15
10 10 9 ---''ANCHOR CLIP-- - 11.HORIZONTAL MULLION SHALL EXTEND THE ENTIRE WIDTH OF THE MULLED UNIT.
VERTICAL MULLIOIJ IS USED TO MULL SIDE BY SIDE UNITS TOGETHER. 01
EXAMPLE HORIZ/.VERT.MULLION "P i STA'f E OF hW
FOR SECTION VIEW ONLY 1.0 1.. p .4'
- ANCHOR CLIP....._. '10�ISj ....1� ++`++
Lucas
Turner
2017-09-28 r
O ; O 07:12+20:00 9/26/2017
LUCAS A TURNER,P.E.
FL PE#58201
1239 JABARA AVE.
NORTH PORT,FL 34288
PH.941-380-1574
I X II X I SHE ET DESCRIPTION:
1 II I
TABLE OF CONTENTS GENERAL NOTES AND
ELEVATIONS
GENERAL NOTES&ELEVATIONS...............1
DP CHARTS.................................................2-3 ADE 09/27/12
BOM&EXTRUSIONS.....................................4 ANCHOR CLIP•----
EXTRUSIONS.................................................5 D GO. REV..-
SECTION
EV.:SECTION VIEWS.........................................6-7 EXAMPLE VERTICAL MULLION FOR CWS-836 B
CONFIGURATIONS&ANCHOR NOTES.......8 PVC WINDOWS FOR SECTION VIEWS ONLY SCA E:
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 or 3/16"ITW Tapcons or ELCO ULTRACONS into SOLID CONCRETE /� W
or WOOD per each end of mullion. HOLLOW or GROUT-FILLED BLOCK require 1/4"ELCO ULTRACONS. (I T7lJ(C�g®TKI�°
OPENING SIZE(in.) WINDOW SYSTISMS
39 45 51 57 1 63 69 75 318 81 87 1 93D74.8
107 318 1'14 12.0 126 132 138 1453/8 1900 SW 44TH AVE.
37 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.00 80.0 80.0 80.0 80.0 80.0 80.0 80.0 OCALA,FLORIDA 34474
42 314 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.00 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 80.0 80.0 80.00 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 80.00 80.0 80.0 80.0 80.0 65.0 65.0 65.0
w57 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.00 80.0 80.0 65.0 65.0 65.0 3�� PVC
63 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 78.9 76.6 72.5 65.0 65.0 MULL BAR
65 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.00 65.0 65.0 1MPACT
68 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.00 63.5 "
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 ¢ z O w z
DP CHART IS FOR: z ❑w 0 Q w z w
NON-INTERSECTED IMPACT 3"MULLION 1758,HORIZONTAL OR VERTICAL,USING(PER END): W z O z M-z ca
t
LL LL Fw0 IX�zo�:'=
1522 CLIPS O OI=-OaMWOO
-(4)#10 SCREWS INTO WOOD or METAL U U U)�Z D.�U)a
-(4)3/16"ITW TAPCONS or ELCO ULTRACONS INTO SOLID CONCRETE or WOOD o z-U) z U
-(4) 1/4"ELCO ULTRACONS INTO HOLLOW or GROUT-FILLED BLOCK z0 z v z=o Q U
LL 0----------- ---- ---- ------ Q <_z:OWUM�-
Ir Of
Design Pressure Chart(PSF)for NON-INTERSECTED Impact PVC 3"Mullion H-1758,with 1776 clips with six(6)#10 Screws into WOOD or METAL or 3/16"ITW Tapcons or ELCO ULTRACONS into SOLID CONCRETE or w OO O IXrq o w w
WOOD per each end of mullion. HOLLOW or GROUT-FILLED BLOCK require 114"ELCO ULTRACONS. a D a Z O U)
OPENING SIZE(in.) _~ w= }
39 45 51 57 63 89 753/8 81 IIT 93 99 107 318 114 120 126 132 138 145 318
a I- a- W�waU)
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
42 3/4 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 ++`0,111111......
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 "t, pD.•„•
53118 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 Va.��GE14'q
Z 57 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 65.0 65.0 65.0 );,• No 56201 .�13
LU
63 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 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 w• flu ti
68 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 „ :.)':" 3' 1.��. STATE OF :�uC
65 0 65.0 65.0 65.0 64.9 61.7 59.1 56.9 53.7 <p t C,.•
72
65.0 65.0 65.0 ,(t` R
DP CHART IS FOR: ON A4 +++
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 CLIPSZ�
-(6)#10 SCREWS INTO WOOD or METAL 2.AN INTERSECTED MULL BAR HAS OTHER MULL
-(6)3116"ITW TAPCONS or ELCO ULTRACONS INTO SOLID CONCRETE or WOOD BAR(S)ATTACHED TO IT(SHOWN IN DASHES)
THROUGH THE USE OF MULL BAR CLIPS. All 9/26/2017
-(6) 114"ELCO ULTRACONS INTO HOLLOW or GROUT-FILLED BLOCK INTERSECTED MULL BAR WILL ALWAYS BE ------------------
ATTACHED
----------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 VERTICAL MULLION VERTICAL MULLION VERTICAL MULLION
TWIN TRIPLE TWINRRIPLE PH.941-380-1574
} HORIZONTAL MULLION HORIZONTAL MULLION HORIZONTAL MULLION SHEET DESCRIPTION:
a: I- DP CHARTS
T T T NON-INTERSECTED
t7 z F ti OPENING MULLS
U, C7 z I� SIZE DRAWN-EV'..........._.5ATE.....__........_..
Z ADE 09/27/12
J J
2 LU Z DING RRA
r g O w
e. CWS-836 B
I I I I I I I �----MULL LENGTH --� I I'--MULL LENGTH -�I MULL LENGTH -------------� SCA-LE: SHEET
OPENING SIZE--i OPENING SIZEI h- OPENING SIZE-+I -�I OPENING SIZE I-- 1:1 2 OF 10
Design Pressure Chart(PSF)for INTERSECTED Impact PVC 3"Mullion H-1758,with 1522 clips using four(4)#10 Screws into WOOD or KETAL or 3/16"ITWTapcons into SOLID CONCRETE or WOOD,or 1776 clips
with six(6)#10 Screws into WOOD or METAL or 3/16"ITWTapcons into SOLID CONCRETE or WOOD per each end of mullion.HOLLOW or GROUT-FILLED BLOCK require 1/4"ELCO ULTRACONS. �r/�/��}® •I /(/{
OPENING SIZE(in.) WINDOW SYSTEMS
39 45 51 57 63 69 75 318 81 87 93 99 1103/8 114 120 126 132 138 1453/8 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 423/4 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 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 - '-'' " "''-'"' -''-'
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
Lu 57 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 48.1 MULL BAR
63 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 49.4 47.3
L75.375
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 „IIMPACT
72W-]- -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
50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 46.8 44.0 40.0 a z a z
P MWO0d
DP CHART IS FOR: z w ¢�z L=U
w ZOz �_-_
INTERSECTED IMPACT 3"MULLION 1758,HORIZONTAL OR VERTICAL,USING EITHER(PER END): 0 F w§Z O W�00
1522 CLIPS O O�0¢¢wp0
-(4)#10 SCREWS INTO WOOD or METAL O O I z o ~U)a
O
-(4)3116"ITW TAPCONS or ELCO ULTRACONS INTO SOLID CONCRETE or WOOD z 0 O O( ~0-
-(4) 114"ELCO ULTRACONS INTO HOLLOW or GROUT-FILLED BLOCK O
} Q§uOwOzOz
1767 CLIPS �Q}~~~z
O
-(6)#10 SCREWS INTO WOOD or METAL w w w o w u)w
-(6)3116"ITW TAPCONS or ELCO ULTRACONS INTO SOLID CONCRETE or WOOD Q- �O V)
a _z=
_(G) 114"ELCO ULTRACONS INTO HOLLOW or GROUT-FILLED BLOCK O w f-O a x w w
a a X�'a
o •�� sF 2'
TWIN/TRIPLE HORIZONTAL MULLION No 58201 •';�
VERTICAL MULLION
STATE OF
�OR5V4;:�a�:
------ z SINGL I
IN
W,q zI OR
O ITRIPLEI
L7 _-_--- IUNITSI Z2 BELOW
II I II I I I 9/26/2017
Imo-OPENING SIZE fes- 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
D RAVVN'BY: ...__..DATE.,....__....__._..__
BAR(S)ATTACHED TO IT(SHOWN IN DASHES) ADE 09/27/12
THROUGH THE USE OF MULL BAR CLIPS. AN DVVO REV.:
114TERSECTED MULL BAR WILL ALWAYS BE
ATTACHED TO THE SUBSTRATE AT BOTH ENDS. CWS-836 B
3.NON-INTERSECTED MULL BARS CAN BE ATTACHED SCALE: SHEET
TO THE SUBSTRATE AND OTHER MULL BARS. 1;1 3 OF T
ITEM PART# DESCRIPTION FRAME TYPE OPENING "T"MULLBAR CLIP "L"MULLBAR CLIP
1 H-1758 1 3/8"x 3"MULLION TUBE LINE ITEMS NOT USED: (F-1522-XXX) (F-1767-XXX) m�°m •
2 #10 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 1900 W WINDOWSYSTEMS
RETRO F-122-006 F-1767-001 ,g00 S44THHAVE.A
4 #10 FLAT WASHER
7 S-1897 MULLION CLIP FIN NEW F-1522-013 F-1767 004(L&R) �W CWS.CC FLORIDA 34474
8 SEALANT RETRO F-1522-013 F-1767-004(L8R)
9 1 S-1895 IDRIP CAP NEW NOT RECOMMENDED F-1767-001
10 S-1896 FLANGE ADAPTER BOX RETRO F-1522-006 F-1767-001 3"PUC
11 8-6018 MULLION INTERIOR COVER MULL BAR
13 P-3486 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 a z ¢z
17 F-1767-004L L-ANGLE 3"MULL CLIP,FIN,LEFT ❑w O Q w o0 3
W F-1767-004R,L-ANGLE 3"MULL CLIP,FIN,RIGHT w z o z a r z III
19 #10 HEX WASHER HEAD TEK SCREW ❑ a >o a m
20 #10 FH TEK SCREW u- ~w
0 OF-0aaW 0
'USE WOOD SCREW SIZE(#10 OR#12),SPECIFIED IN WINDOW UNIT APPROVAL DOCUMENT U U F-U a=I--a
U)U) F !A a
❑ z— z�.Z)U)
ZQ OZU�Z7U-
<3-0WpULLZ
1/2" 11/16" 9132„ 1 7l16"�1 7/16" 9./32" Q U IW-F=a:
Z
7/16" r.__. 12" } —. I..._ ._.—. O❑ } w �
1,/4" ....{ ....._
7/16" 7/16" Z a O W FW-
-1/1 G" DRIP CAP S-1895 1 13/1 G" 1 13/16" .L..............3/8" _._�.. � S~a w�W U)
MULLION INTERIOR 1 3116" 11 15/16"I __
COVER S-6018 FLANGE ADAPTER 8-1896 - a ~ a a a
2 7/16" ' \ ���1/4"
111/16" (17/8") �tptunrpq�
1318"- 41/8" I OV6
S1/4"(TYP) I �•1�,y•CU..RE.;F
13116' :1
S,
, jP.I.4S.V,F•T•JG.�'Jv
•fi
No 58201 .
?
1-
TOP VIEW 2 7116" _-___--I *• * •,
--1 5/16"
213/16" 1/8" w.7� STATE OF :amu ti
---21116 ._. •:�'N(:':,4 O R IV..
_ I I p S
L1 3/4"---t--1 3/8"-^I ._.....
Jai S/dNAt-
•. rlrJl111I tt 11ttt
1 3/1 G" -1!8" 2 3/16"
3"MULLBAR H-1758
LMULLION CLIP S-1897 '�—"------'--"-- r-
9/26/2017
14 -- ...._.._-_-----------------
.--...._.....__......._....._._-4 7/8"---
2 114" LUCAS A.TURNER,P.E.
F-1522-006 FL PE#58201
RETRO/FLANGE CLIP 1239 JABARA AVE.
` --
NORTH288
PH.941-380-1574
4 7/8"� SHEET DESCRIPTION:
Ls F-1522-013
/ NEW CONSTRUCTION/FIN INSTALLATION BOM AND EXTRUSIONS
A SCORE,BEND AND BREAK i
oRAWN..BV....__._.....oAT --._......_.........
TO REMOVE FIN FOR FRAME
ATTACHEMENT TO MULL BAR - ADE 09/27/12
DETAIL A
bWOR: REV.:
TYP.FIN FRAME 3:1
CWS-836 B
NOTE: ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED. sc SHEET
1:2 4 OF 10
FRAME TYPE OPENING "T"MULLBAR CLIP "L"MULLBAR CLIP
(F 2 (F-1767-XXX) �77/7(�s jm 7•
j NEW F-15-15 22.013-013 F-1 767-001 (SSt�ytt�illl((�Yllll/U/UUUUCCll��
FLANGE WINDOW SYSTEMS
i
RETRO F-1522-006 F-1767-001 1900 SW 44TH AVE.
NEW F-1522-013 F-1767.004(L&R) OCALA,FLORIDA 34474
FIN WWW'CWS.CC
RETRO F-1522-013 F-1767-004(L&R)
NEW NOT RECOMMENDED F-1767-001
BOX RETROF-1522-006 F-1767-001 3"PVC
MULL BAR
IMPACT
a Z 3'. aZ3t
F ❑w0 OwOo
w zoz W=- L
o t-w�zo3�x
i O c)u)�ZaP(Oa
..-----2 3/4"--....__ .____.....2 1/4".._.__... ❑ Z- -?F-D tq
i --- Q OZoOZODU
/ ~HZ
a oowr=�o2
j
15/81, 12 3/4") 2 7/16" Z U)a O�vim)H
0 wIx-0 azw�
w
d w
2w
3/8"----------._.. --"
t _ 7/16"THRU(TYP) ---1/4"THRU(TYP)
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I-------- —s 7/e^------— -._I 9/26/2017
1n" 1n' LUCAS A.TURNER,P.E.
2 3/4" —23 I "L"ANGLE 3"STANDARD MULL CLIP-F-1767-001 FL PE#58201
1239 JABARA AVE.
5" 5° NORTH PORT,FL 34288
"L"ANGLE 3"MULL CLIP,FIN(LEFT)F-1767-004L "L"ANGLE 3"MULL CLIP,FIN(RIGHT)F-1767-004R i PH.941-380-1574
OUTSIDE I
SHEET DESCRIPTION:
I EXTRUSIONS
j
tiRAWN'84'--- DAT@:
V(ytOy S
i
WINDLiWSYSTEMS I
1900 SW 44TH AVE.
OCALA,FLORIDA 34474
WWW.CWS.CC
I
.............._...._._.__._.._............_.........—._...........—.
3"PVC
SEAL BEHIND FLANGE MULL BAR
SEAL BEHIND FLANGE- D PRIOR TO ATTACHING O APPLY SEALA14T ALONG FULL
PRIOR TO ATTACHING TO MULLION GROOVE
HROOVE PRIOR TO ATTA
OF WINDOW FRAME
TO MULLION PRIOR
R Z Q
I
awo
r--�J FIN MUST BE REMOVED-----' 0 O --11 W Z O�Z o:K Z W
C� j WHERE WINDOWS W Z O m
CONNECT TO MULL 2 0
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��VERTICAL/HORIZONTAL MULL BAR SECTION w LL m o w w
A HORIZONTAL MULL SECTION A_ HORIZONTAL MULL BA_R S_E_C_TIO__N__ — Z�n w J rn r
s FLANGE FRAME WINDOW s FIN FRAME WINDOW ! B BOX FRAME WINDOW m _=D_ w O 5
C� C�- -----' " -
' O wF-Of W=L�
D! o ��a
I
APPLY SEALANT ALONG FULL �C E Alg'•,LQ i
11 C'/CZ LENGTH OF MULLBAR GROOVE ,�, V; v F •.�
PRIOR TO ATTACHING DRIP No 58201 :fl1
ADAPTOR
o o o U �'P°: STATE OF ••tU
FIN MUST BE REMOVED----_ O(•"��O R
WHERE WINDOWS .........0 ♦S ••,. ��♦
CONNECT TO MULL - ; ��hi`rS,�ONA
O a i DE AILA
9/26/2017
I SEAL BEHIND FLANGE--... .__....___.
SEAL BEHIND FLANGE--..... 10 (SEE DETAIL B) PRIOR TO ATTACHING 10 (SEE DETAIL B) LUCAS A.TURNER,P.E.
PRIOR TO ATTACHING TO MULLION APPLY SEALANT ALONG FULL---- FL PE#58201
TO MULLION LENGTH OF MULLBAR GROOVE 1239 JABARA AVE.
PRIOR TO ATTACHING FLANGE
ADAPTOR NORTH PORT,FL 34288
(B VERTICAL MULL BAR SECTION e VERTICAL MULL A!3 SECTION 1 PH.941-380-1574
(/FLANGE FRAME WINDOW5}FIIV FRAME WINDOW J
' SHEET DESCRIPTION:
SECTION VIEWS
�J1 MULLS
ADE 09/27/12
' CD DUG#. —RE .:
l DETAIL B CWs-836 B
SCAL9 — SHEET
1.2 6OF10
WINDOW SYSTEMS
1900 SW 44TH AVE.
(D CDCD CD OCALA,FLORIDA 34474
WWW.CwS.Cc
A .
..................I.
........ ..............
1
'l
_JA
7 7.1
3" PVC
CD
CD
MULL BAR
IMPACT
n
<
z z
-w
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Z 2J0 Q
(1371 w zOz W--L
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SECTION VIEW A-A 0 0 U) Z M
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ry �<� z ui
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2 EL F-
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5"MULLBAR(H-1760) FOR (2� 4"MULLBAR(H-1 759)
(SEE SEPARATE APPROVAL /-(SEE SEPARATE APPROVAL FOR __02
APPROPRIATE DP CHARTS) ,III
APPROPRIATE DP CHARTS) 0I.......'IADRE
...w I
N. 59201
E,
0 STATE OF :�4r
SEE NOTE 1(D 11/16"MAX EDGE DISTANCE MAX.E Gr DISTANCE
SE EDGE DISTANCE SEE NOTE 1
E NOTE 1 MAX.E ............
\01- SEE NOTES I&2 19 SEE NOTES 1&2
10
bi- SEE NOTES 1&2 SEE NOT (I EA./CLIP) (i EA./CLIP)
2() SEE NOTE 4 9/26/2017
SEE NOTE 4(2§ (1 EA/CLIP) 19
&VERT.MULLBAR SECTION LUCAS A.TURNER,P.E.
5"HORIZ.TO 3 :RT.MULLBAR SECTION 3"VERT.MULLBAR SECTION VVINUDVV—
'U0El'*T'A7 FL GE RAME DOMt:VVINUUVV FL PE#58201
1239 JABARA AVE.
NORTH PORT,FL 34288
NOTES: PH.941-380-1674
1. SLIDE CLIP INTO LOCATION AND SECURE WITH ITEMS 19(QTY 1)AND 20(QTY 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". ONAWN 15ATE-.-
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#: R EV.:
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 SCA E SHEET
CLIP. PRE-DRILL PILOT HOLE THRU ALL MATERIAL. 1:2 7 OF 10
—------------------------------------------—---—-------
NOTES:
1.THE MULL BAR IN FOCUS FOR ANY GIVEN
TWIN TRIPLE TRANSOM OVER TWIN TRANSOM OVER TRIPLE CONFIGURATION IS SHOWN IN BOLD.
2.AN INTERSECTED MULL BAR HAS OTHER MULL VVIPIQQW SYSTEMS
VERTICAL MULLION VERTICAL MULLION VERTICAL MULLION VERTICAL MULLION BAR(S)ATTACHED TO IT(SHOWN IN DASHES) 1900 SW 44TH AVE.
THROUGH THE USE OF MULL BAR CLIPS. AN OCALA,FLORIDA 34474
1 INTERSECTED MULL BAR WILL ALWAYS BE WWW.CWS.CC
ATTACHED TO THE SUBSTRATE AT BOTH ENDS. ._..........
__..._.__...___......................_._...._......__
3.NON-INTERSECTED MULL BARS CAN BE ATTACHED
TO THE SUBSTRATE AND OTHER MULL BARS. 3"PVC
W W MULL BAR
J Z Z
r J J IMPACT
I II LI I II II Q Z Q Z
1--- OPENING SIZE-- ....� OPENING SIZE I--- L�------ OPENING SIZE---I --•-I OPENING SIZE F-- O w O O W jE Lu
O O
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Z
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HORIZONTAL MULLION U U a)F-z a F=-U)a
TWINITRIPLE O Z—to Z F.7 V)
TWIN TRIPLE TWINtTRIPLE VERTICAL MULLION z O C7 U flj 7 U—
HORIZONTAL MULLION HORIZONTAL MULLION HORIZONTAL MULLION Q P:Z w zz O LL Z
�QO~~F-Z
O
>
Z —_____ N W LLOO 0:U) WInW
OPENING c9 �SINGLE1 ¢ Z a O J ~
to SIZE z� z TWIN a0 w P-O a=O y
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Fn z O 1— o ITRIPLE1 ~ o
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I---MULL LENGTH -----• '—MULL LENGTH --I MULL LENGTH --F�---—�I II II II -- I y
I- F�----OPENING SIZE ---�I F-- MULL LENGTH---��-- ."'
No 58201 y3:
0STATE OF :�W�
"911
�4�Cc5 ......O R i
'+14pp§ '
ill
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 U141T APPROVAL z✓�
DOCUMENTS,FOLLOW THE ANCHOR SPACING AS INDICATED IN THE WINDOW APPROVAL FOR ATTACHMENT TO WOOD SUBSTRATE,USING A HEX WASHER HEAD TEK SCREW OF THE SAME SIZE(#10 OR#12)AS THE
WOOD SCREW INDICATED IN THE WINDOW APPROVAL.TEK SCREWS SHALL BE LONG ENOUGH TO ENSURE THREE(3)THREADS OF PENETRATION BEYOND THE INSIDE WALL OF MULLBAR. 9/26/2017
2.MULL CLIP INSTALLATION ANCHOR TYPE,SIZE,SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS,SEE TABLE 1,SHEET 9. LUCAS A TURNER,P.E.
3.ALL MULL CLIP INSTALLATION ANCHORS MUST BE MADE OF OR PROTECTED WITH A CORROSION RESISTANT MATERIAL OR COATING. DISSIMILAR METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED FL PE#58201
WOOD MUST BE PROTECTED TO PREVENT REACTION. 1239 JABARA AVE.
NORTH PORT,FL 34288
4.INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS,AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE PH.941-380-1574
MINIMUM SPECIFIED IN TABLE 1,SHEET 9. SHEET DESCRIPTION:
5.ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO. FOR CONCRETEICMU 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. D Aw 6.V
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. D GE�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 114STALLATION SHALL BE DOIJE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERE14CE DOCUMENTS: SCALE: SHEET
FMAIAAMA 100(FIN WINDOWS),FMAIAAMA 200(FLANGE WINDOWS), FMAIWDMA 250(BOX WINDOWS),FMA/AAMAANDMA 300(EXTERIOR DOORS) 1:1 8 OF 10
ylVIPJaOW 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 REO'D PER EACH EtJO OF MULL ZO W Q �W p
MULL BAR MULL BAR w Z JO Z w r_Z F
Z Z=m<WWOO
O OF=-•O ¢WOO
r INSTALLATION ANCHOR INSTALLATION ANCHOR U U F-U d=~ELm
SEE TABLE 1 SEE TABLE 1 O ZO j?Z F~-
--ADD STRUCTURAL ELEMENTS ------ADD STRUCTURAL ELEMENTS Q _Z.U Z--=)U
—
STRUCTURAL ALONG - --� - ? :' ASREO TO MAKE LEVEL FOR SEALANT ALONG ---•�` AS REO'D TO MAKE LEVEL FOR F•-a:�O O LL Z
OUTSIDE EXPOSED - OUTSIDE EXPOSED - - } ¢� W-=O-
EDGE BY INSTALLER MULL BAR EDGE BY INSTALLER MULL BAR 4 ¢�}O} U F_Z,6
OOF-}7�q_q
PERIMETER SEALANT-- -- PERIMETER SEALANT------- W LL m O O W O W
BY INSTALLER BY INSTALLER CL Z W O-�INSIDE AND OUT MIN.EMBEDMENT INSIDE AND OUT MIN.EMBEDMENT EL W HEL
m O= }
SEE TABLE 1 SEE TABLE 1 O
a ZZ
� a of 'w
SUBSTRATE BY OTHERS --- SUBSTRATE BY OTHERS-------
SEE TABLE 1 N SEE TABLE 1
MIN.EDGE DIST. MIN.EDGE DIST. yyyryyryrrrrr��
SEE TABLE 1 SEE TABLE 1 `yti,E`,AOR,AW T�r�iy
D VERTICAL SECTION �El VERTICAL SECTION ��` y•�;cFFlsF
9 TYPICAL FLANGE(RETROFIT)ANCHORAGE 'TYPICAL FLANGE("L"ANGLE)ANCHORAGE jp
HEAD AND JAMBS SIMILAR FOR FLANGE INSTALLATION HEAD AND JAMBS SIMILAR FOR FLANGE INSTALLATION :v. No 58201 •:-P
STATE OF .•W
:C •<Op1(?A•�c��
z�
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.) 3116'RW TAPCON 1" 3" AFTER INSTALLATION. PH.941-380-1574
CONCRETE(2.85 KSI MIN.) 3116'ELCO ULTRACON 1-314" ill 3.
DESCRIPTI :
3.RECESS RETRO MULLION CLIP 318"MAX.FOR CLEARANCE OF WINDOW INSTALLATION DETAILS
HOLLOW or GROUT-FILLED CMU(ASTM C-90) 114"ELCO ULTRACON 1-114" 2-1/2" UNIT AS NEEDED.
2X MIN.SOUTHERN PINE(G= 3116"ITW TAPCON 0.55) 1-318" 718" 4.FOUR(4)ANCHORS REQUIRED PER MULL CLIP,SEE SHEETS 2-3. FLANGE
OR ELCO ULTRACON " DRAWN 0�---DATE: ---
2XU
MIN.SOUTHERN PINE(G=0.65) #10 WOOD SCREW 1.3/8" 718 THREE(3)ANCHORS REQUIRED PER L"MULL CLIP,SEE SHEETS 2-3. ADE 09/27/12
16 GAUGE(0.060")MIN.STEEL STUD #10-16 HILTI KWIK-FLEXOR ITW FULL THREAD 7116, 5.SEAT MULLION TIGHT TO MULL CLIP. DVVG#: REV.:
(33 KSI YIELD MIN) TEKS SELF-DRILLING SCREW THRU 0.069'
/ 6.FOR ANCHORAGE DETAILS FOR THE WINDOW,REFER TO THE WINDOW CWS-836 B
118"ALUM.(6063-T5 MIN.)OR #10 GRADE 5 SELF-TAPPING FULL THREAD
SPECIFIC INSTALLATION DETAILS.
118"STEEL(33 KSI MIN.) DRILLING SCREW THRU 0.12;i' 7116' scA E: SHEET
1:2 90F10
WINDOW SYSTEMS
1900 SW 44TH AVE.
OCALA,FLORIDA 34474
WWW.CWS.CC
............. ........................
3" PVC
MULL BAR
IMPACT
a z 3r Qz�
RETRO FIT "L"ANGLE CLIP 1- a W O Q W o m
MULL BAR CLIP TWO REO'D PER EACH END OF MULL Z W_1❑ r Z W
W zOz 0 -__t
0 }OQ�3:m
LL ZF-3:!.2
MULL BAR --------MULL BAR O O~ O Q Q W O O
....__... --- 1(
If
II v a.
-„—— 0 z —z
I'; -----.-.—---INSTALLATION ANCHOR - ..__._.... SEE TABLE HT 9 Q P Z O 2 O O a O
�- --�----INSTALLATION ANCHOR
z U5
SEE TABLE I,SHT9 1•S > Q�WOW 2O?
i w 2 Q F-F-
SEALANT ALONGE SEALANT ALONGE I-�- ___..__.--..____._._._.. w Z to W O p LLJ u~
OUTSIDE EXPOSED -"" ”" --'- OUTSIDE EXPOSED °.;' a -=D_ Er O-In
••°•e EDGE BY INSTALLER W I-O D-2 w>-
EDGE BY INSTALLER °b°o', I °°°�.• _ � W W W
o
EXTERIOR FINISH----' ° a MIN.EMBEDMENT EXTERIOR FINISH-------- •° .• __. -
MIN.EMBEDMEIJT a F- D- a
BY OTHERS •°a{I• SEE TABLE 1,SHT 9 BY OTHERS •°1..! SEE TABLE 1•SHT 9
PERIMETER SEALANT-------°;-o PERIMETER SEALANT—°=
BYINSTALLER BYINSTALLER unt�n
INSIDE AND OUT o°• INSIDE AND OUT
°.,°
Ottt.PfUR1 GY���'i�
SUBSTRATE BY OTHERS--..oo:u:� SUBSTRATE BY OTHERS— ,.••••••••.
SEE TABLE 1,SHT 9 SEE TABLE 1,SHT 9 `.Gp•..��cF roS ,•¢�
MIN.EDGE DIST. MIM.EDGE DIST. r v:• No 55201 ••;�
SEE TABLE 1,SHT 9 SEE TABLE 1,SHT 9
F VERTICAL SECTION VERTICAL SECTION -
10 TYPICAL FIN(RETRO FIT)ANCHORAGE 10y TYPICAL FIN("L"ANGLE)ANCHORAGE
HEAD AND JAMBS SIMILAR FOR FIN INSTALLATION HEAD AND JAMBS SIMILAR FOR FIN INSTALLATION
'0E�t+��4
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 MULL CLIP,SEE SHEETS 2-3.
THREE(3)ANCHORS REQUIRED PER"L"MULL CLIP,SEE SHEETS 2-3. oa1WN EV. DATE:
ADE 09/27/12
4.SEAT MULLION TIGHT TO MULL CLIP. G
D #: -R-EV-
5.
E 5.FOR ANCHORAGE DETAILS FOR THE WINDOW,REFER TO THE WINDOW CWS-836 B
SPECIFIC INSTALLATION DETAILS. SCALE: SHEET
1.2 1ODF 10
•Florida Building Code Online Page 1 of 2
ti
BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats&Facts Publications Contact Us BQS Site Map Links SearchPilo
t
r�0(1��
iaj Product Approval
USER:Public User
-
€r:r::`:r4dyxse
Product Approval Menu>Product or Application Search>Application List>Application Detail
yew ° j FL# FL17234-R6
Application Type Revision
Code Version 2017
Application Status Approved
*Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by
the POC and/or the Commission if necessary.
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 Jay Lathrop
jlathrop@cws.cc
Technical Representative Jay Lathrop
Address/Phone/Email 1900 SW 44th Ave
Ocala,FL 34474
(352)368-6922 Ext 291
jlathrop@cws.cc
Quality Assurance Representative Jay Lathrop
Address/Phone/Email 1900 SW 44th Ave.
Ocala,FL 34474
(352)368-6922 Ext 291
jlathrop@cws.cc
Category Windows
Subcategory Single Hung
Compliance Method Certification Mark or Listing
Certification Agency Keystone Certifications,Inc.
Validated By Steven M. Urich,PE
Ski Validation Checklist-Hardcopy Received
Referenced Standard and Year(of Standard) Standard Year
AAMA/W DMA/CSA/101/I.S.2/A440 2008
ASTM E1300 2004
Equivalence of Product Standards
Certified By
Product Approval Method Method 1 Option A
i
Date Submitted 10/29/2019
https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvOQpGQvtV... 3/10/2020
Florida Building Code Online Page 2 of 2
Date Validated 11/10/2019
Date Pending FBC Approval
Date Approved 11/12/2019
Summary of Products
FL# Model,Number or Name Description
17234.1 SH-610 Vinyl Single Hung SH-610 Vinyl Single Hung, Non-Impact,53 1/8"x 76"
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:No FL17234 R6 C CAC 138-1379.Ddf
Approved for use outside HVHZ:Yes FL17234 R6 C CAC CAR 138-1305.odf
Impact Resistant:No FL17234 R6 C CAC CAR 138-1306.1)df
Design Pressure: +50/-50 Quality Assurance Contract Expiration Date
Other:SH-610 Equal Split or Oriel,Max.size 53 1/8"x 76", 08/15/2021
Fin,Flange, DP+50/-50 PSF,Glass complies with ASTM Installation Instructions
E1300-04. FL17234 R6 II CWS-935C(SH-610,NI).odf
Verified By: Lucas A.Turner PE-58201
Created by Independent Third Party:Yes
Evaluation Reports
FL17234 R6 AE EvalReport935C-2017.pdf
Created by Independent Third Party: Yes
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Contact Us::2601 Blair Stone Road.Tallahassee FL 32399 Phone:850-487-1824
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I
https://www.floridabuildIing.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgvOQpGQvtV... 3/10/2020
SINGLE N UNG - NON-IMPACTTGENERAL NOTES:
1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND WINDOW SYSTEMS
(SHOWN W/DIFFERENT OPTIONS) MANUFACTURED TO COMPLY WITH THE FLORIDA
BUILDING CODE(FBC),CURRENT EDITION. 1900 SW 44TH AVE.
OCALA,FLORIDA 34474
2.GLAZING OPTIONS:(SEE SHEET 3) W W W.CWS.CC
----- 543/8' ___ 543/8" 3.CONFIGURATIONS:"O/X".
FLANGE WIDTH FLANGE WIDTH 610 PVC
4.DESIGN PRESSURE RATING(SEE SHEET 2):
531/81, 53 1/8" -NEGATIVE DESIGN LOADS BASED ON,TESTED PRESSURE SINGLE HUNG
MAX UNIT WIDTH MAX UNIT WIDTH AND GLASS TABLES ASTM E-1300-04. NONIMPACT
49 1/16" -___ 49 1/10^ -POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE,
--- - - - GLASS DLO GLASS DLO WATER INFILTRATION TEST PRESSURE AND GLASS —
TABLES ASTM E-1300-04. m
A 5.ANCHORAGE:THE 33 113%STRESS INCREASE HAS NOT o n
BEEN USED IN THE DESIGN OF THIS PRODUCT.SEEo a o 0
SHEET 7 FOR ANCHOR DETAILS. W INDLOAD DURATION Y Y Y
FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR 2 2 }
771/4" 771/4" CALCULATIONS. www m
FLANGE r FLANGE w
HEIGHT I HEIGHT 6.NOT APPROVED FOR IMPACT RESISTANCE.IMPACT v Z
PROTECTIVE SYSTEM IS REQUIRED IN WIND BORNE m LD
B O 1 B O 4P 3/16- DEBRIS REGION. m Cl)
76' I GLASS DLO J° w Z W
IGLA S
MAX 16" 1DLO 7.ALL FRAMES AND VENTS FULLY WELDED:SMALL JOINT w a w ¢
HE
GHT �i / 76" SEAM SEALANT USED AT FIXED MEETING RAIL AND JAMB. g m o a
i HE GHT 8.SERIES/MODEL DESIGNATION SH-610. w g a
8 LIJ
/ 1 7 9.THE DESIGNATION XAND O STAND FOR THE FOLLOWING: a z o
C X=OPERABLE SASH,O=FIXED SASH
/ 0 on 0
D
10.SECTION CALLOUTS APPLY TO ALL ELEVATIONS INA ��ti11111111111 z
371/4^ X SIMILAR LOCATION.AX
30
SASH I � 7345116" MAX " ' GLASS27 IDLO 11.EXTERNAL WEEP SLOT-1/4x1-1/2"LOCATED5"FROM ���V �tGBNSF�p2�i��
HEIGHT SASH BOTH ENDS. J t�
GLASS DLO f o ..-P
D HEIGHT � � =* N58201 �*C
_ �/j
I-Al / Lucas A.Tumer
1 J I
2016-02-23 STATE OF. :u+�
A 1 rOn,A,
7 D 1 — - 47' 09:29-05:00 ',,��t+�•.,C O R tO;z•���.��
GLASS DLO �, S7O'••••'•�r1
C 49 15/19' 1j111141At111�
A MAX SASH WIDTH "?%r_47"
GLASS DLO ORIEL. 2/23/2016
49 LUCAS A.TURNER,P.E.
MAX SASHSH WIDTH FL PE#58201
EQ UA L S P LI T 1239 JABARA AVE.
NORTH PORT,FL 34288
PH.941-380-1574
SHEET DESCRIPTION:
AL NOTES
TABLE OF CONTENTS CONFIG. MAX. UNIT EXTERNAL DESIGN PRESSURE RATING IMPACT RATING GENELEVATIIONSAND
SIZE REINFORCEMENT DRAWi�BY: D77E:
GENERAL NOTES&ELEVATIONS.....)
DP CHARTS..........................................2 EQUAL 37"x 76" NONE ADE 08/09/14
GLAZING DETAILS...............................3 SEE COMPARATIVE
SECTION VIEWS..................................4 EQUAL * NONE DWG#: RE .:
ANCHOREXTRUSIONSSCHEDUOE&.......................NOTES. .........6 5 HI ORIEL 53-1/8„x 76„ 2011 ANALYSIS CHART, SHEET 2 CWS-935 C
INSTALLATION DETAIL.......................7 5Q4�E' SHEET
ONLY REQUIRED WITH H-6137 FIXED MEETING RAIL&SCREW-ON INTERLOCK,S-2001-SEE SHEET 4 FOR DETAILS. 120 1 OF 7
Design Pressures(PSF)for Equal Split Configuration with Glass Types A,B,C,or D
Unit Unit Widths(in.)
Heights(in.) 23 1/2 27 1/2 29 1/2 31 1/2 35 1/2 39 1/2 41 1/2 43 1/2 47 1/2 51 1/2 53 1/8 NVOFNDOW SYSTEMS
35 1/2 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 1900 SW 44TH AVE.
39 1/z +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/as.o +50.0/-75.0 +50.0/-75.0 +50.0/-75.0
OCALA,FLORIDA 34474
WWW.CWS.CC
41 1/2 +50.0/-75.0 +50.0/a5.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/a5.0 +50.0/-73.1
43 1/2 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-73.4 +50.0/-70.6 610 PVC
47 1/2 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-68.9 +50.0/-66.2
51 1/2 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-72.7 +50.0/-65.2 +50.0/-62.6 SINGLE HUNG
53 1/2 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-71.0 +50.0/-63.6 +50.0/-61.0 NON-IMPACT
55-1/2-_+50.0/-75.0 _+50.0/-75.0 +50.0/a5.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-69.5 +50.0/-62.1 +50.0/-59.5 - -
59 1/2 - +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-66.8 +50.0/-59.5 +50.0/-57.0 m 12 2
63 1/2 +50.0/-75.0 +50.0/-72.9 +50.0/-72.0 +50.0/-71.6 +50.0/-71.6 +50.0/-71.6 +50.0/-71.6 +50.0/-71.6 +50.0/-64.6 +50.0/-57.3 +50.0/-54.8 n n Lu
N c1 m a
65 1/2 +50.0/-73.2 +50.0/-69.1 +50.0/-68.0 +50.0/-67.4 +50.0/-67.3 +50.0/-67.3 +50.0/-67.3 +50.0/-67.3 +50.0/-63.6 +50.0/-56.4 +50.0/-53.9 0 0 0
67 1/2 +50.0/-69.8 +50.0/-65.6 +50.0/-64.4 +50.0/-63.7 +50.0/-63.4 +50.0/-63.4 +50.0/-63.4 +50.0/-63.4 +50.0/-62.7 +50.0/-55.5 +50.0/-53.0 Y Y 1
71 1/2 +50.0/-64.0 +50.0/-59.7 +50.0/-58.3 +50.0/-57.3 +50.0/-56.5 1 +50.0/-56.5 +50.0/-56.5 +50.0/-56.5 +50.0/-56.5 +50.0/-53.9 +50.0/-51.5 w w w m
74 3/4 +50.0/-59.9 +50.0/-55.6 +50.0/-54.1 +50.0/-53.0 +50.0/-51.8 +50.0/-51.7 +50.0/-51.7 +50.0/-51.7 +60.0/-51.7 +50.0/-51.7 +50.0/-50.4 z
76 +50.0/-58.5 +50.0/-54.1 +50.0/-52.6 +50.0/-51.5 +50.0/-50.2 +50.0/-50.0 +50.0/-50.0 +50.0/-50.0 +50.0/-50.0 +50.0/-50.0 +50.0/-50.0 J m o
00 >
W
Q W LD CC
w oc a F
Design Pressures(PSF)for 0rieI Configuration with Glass Types A,B,C,or D in the Sash,and Glass Ty es Cor D in the Fixed 0 w v
Unit.............. Unit Widths(in.) o w a w
Heights(in.) 23 1/2 27 1/2 29 1/2 31 1/2 35 1/2 39 1/2 41 1/2 43 1/2 47 1/2 51 1/2 53 1/8 Q Z
35 1/2 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 v m ¢ O
39 1/2 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-74.1 �tttaaaaarra�
41 1/2 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-74.2 +50.0/-71.3 `��,.%'�(,,�7nREly
43 1/2 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-71.6 +50.0/-68.9 .�tiV4`t't��'�NSfi Gvp�'i
47 1/2 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +SO.0/45.0 +50.0/-75.0 +50.0/-74.E +50.0/-67.2 +50.0/-64.6 No 58201 -P%
51 1/2 +50.0/-69.0 +50.0/-68.4 +50.0/-68.4 +50.0/-68.4 +50.0/-68.1 +50.0/-67.4 +50.0/-67.4 +50.0/-67.4 +50.0/-67.4 +50.0/-63.6 +50.0/-61.1
53 1/2 +50.0/-64.4 +50.0/-63.4 +50.0/-63.4 +50.0/-63.4 +50.0/-62.4 +50.0/-61.2 +50.0/-61.1 +50.0/-61.1 +50.0/-61.1 +50.0/-61.1 +50.0/-59.5
"S1 L STATE OF :4:
55 1/2 +50.0/-60.3 +50.0/-58.9 +50.0/-58.9 +50.0/-58.9 +50.0/-57.6 +50.0/-56.1 +50.0/-55.7 +50.0/-55.6 +50.0/-55.6 +50.0/-55.6 +50.0/-55.6 ;tet? .
59 1/2 +50.0/-53.6 +50.0/-51.6 +50.0/-51.3 +50.0/-51.3 +50.0/-51.3 +SO.O/-51.0 +50.0/-50.5 +50.0/-50.1 +50.0/-50.0 +50.0/-50.0 +50.0/-50.0 ����d`S'•1 C3 R t ''�j���`�
63 1/2 +50.0/-52.5 +50.0/-50.4 +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
65 1/2 +50.0/-52.5 +50.0/-50.4 +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/-S0.0 �Z
67 1/2 +50.0/-52.5 +50.0/-50.4 +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
71 1/2 +50.0/-52.5 +50.0/-50.4 +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 2/23/2016
74 3/4 +50.0/-52.5 +50.0/-50.4 +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.o LUCAS A.TURNER,P.E.
76 +50.0/-52.5 +50.0/-50.4 +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 FL PE#58201
1239 JABARA AVE.
NORTH PORT,FL 34288
PH.941-380-1574
SHEET-DESCRIPTION:
DESIGN PRESSURE
CHARTS
DRAWNBY: DATE:
ADE 08/09/14
DWG#: REV.: _
NOTE: CWS-935 C
IF SIZE INTENDED IS NOT SHOWN,USE NEXT LARGER SIZE. SD,v_g: SHEET
1:1 20F7-
M/9PdQO1fV SVSYEP95
1900 SW 44TH AVE.
OCALA,FLORIDA 34474
WWW.CWS.CC
610 PVC
SINGLE HUNG
NON-IMPACT
o n h w
r
o ? 0 0
Lu � Lu >-
www m
---7/8"OVERALL —718"OVERALL 7/8"OVERALL —718"OVERALL UJ
o Z
- -—118"ANNEALED - —118"TEMPERED - F-3/16"ANNEALED - ------- 3/16"TEMPERED m O
w v (n
5/8"AIR SPACE 5/8"AIR SPACE 1/2"AIRSPACE 112"AIRSPACE Z >
1/8"ANNEALED 1!8"TEMPERED 3/16"ANNEALED 3/16"TEMPEREDw fr ¢ a Cc
2
O w [C
L46 SIKAFLEX 552 OR SIKAFLEX 552 OR 48 PURFECT GSIKAFLEX LAZE"H" 48 2 OR SIKAFLEX 552 OR w ¢ U
PURFECT GLAZE"H" 46 PURFECT GLAZE"H" PURFECT GLAZE o w a w
a z C3
5/8"GLASS BITE 5!8°GLASS BITE S'8"GLASS BITE 5J8"GLASS BITE U m 4 Z
Jf• No 58201
M pS• STATE OF
•A �
ORtDT N
GLASS TYPE A GLASS TYPE B GLASS TYPE C GLASS TYPED ,`sS�OyA�
2/23/2016
LUCAS A.TURNER,P.E.
FL PE#58201
1239 JABARA AVE.
NORTH PORT,FL 34288
PH:941-380-1574
SHEET DESCRIPTION:
GLAZING DETAILS
DRAB : b�T :
ADE 08/09/14
DWG#: RE
CWS-935 C
soars---- SHEET
1:1 30F7_
WONDOW SYSTEMS
1900 SW 44TH AVE.
4 21 9 32 13 2 OCALA,FLORIDA 34474
WWW.CWS.CC
0
0 34 610 PVC
SINGLE HUNG
NON-IMPACT
---- --- --LTJ O - - - ---- -
- � 9
jVl
-3 33 37 10 Y Y Y
SECTION B-B www m
� I
NOTE:LEFT SIDE SHOWS FIXED SECTION VIEW, U Z
RIGHT SIDE SHOWS SASH SECTION VIEW. a
49 48 w
O F_ w Q
❑ g r ()
0 3 o m
17� �..; ❑ w a w
s
•7 �
24 INTERIOR 4 "z,.: ) U m ¢ z
43tIDREI,,V "Po'
•25 L y ..........
:: v f ►Gly,h! 0�'1••••�✓�i
6 23 18 0 33
� �"'° J id:•. STATE C1F t4�'
35
31 O 44 ,frl ��MA;tfi.���
1 S.
1 32 �< 32 -
12 16 Vist. s,,j LUCAS A.TURNER,P.E.
—Q 46 SECTION D-D FL PE#58201
DEEP POCKET UNI-FRAME 1239 JABARAAVE.
( -— NORTH PORT,FL 34288
-Q
PH.941-380-1574
28 �� j al NOTES: SHEET DESCRIPTION:
a n FIN FRAME AVAILABLE FOR BOTH UNI-FRAME SECTION VIEWS
AND STANDARD FRAME TYPES.
880 BALANCERS AND DEEP POCKET UNI-FRAME GRAWNev: oATe
SECTION A-A SECTION C-C :
ALTERNATE HD MEETING RAIL (H-6193)REQUIRED FOR LARGER SASHES.(NOT ADE 08/09/14
AND UNI-FRAME SHOWN IN SECTION B-B) DWG#: REV.:
`EXTERNAL REINFORCEMENT REQUIRED ON
UNIT WIDTHS OVER 37"WITH THE H-6137 CWS-,935 C
FIXED MEETING RAIL AND SCREW-ON INTERLOCK, 'ScAfg SHEET
NOTE:ITEMS NOT SHOWN FOR CLARITY:38-41 S-2001. 1:2 4 OF 7
ITEM PART DESCRIPTION MATERIAL VENDOR ._.._._._31/2" FRAME CORNER CONSTRUCTION
37/16" ""
1 H-6125 HEAD OUTERFRAME PVC ATN (( T]/7((V�i'® y�•
..--- -
2 H-6125 JAMBS OUTERFRAME PVC ATN 3 9/16" 13/16" I
3 H-6126 SI WINDOW SYSTEMSOUTERFRAME PVC ATN O 1 2 21 1900 SW 44TH AVE.
4 H-6132 SASH SIDE RAIL PVC ATN 2 1/16" ❑�� 2 3/8"
LiuOCALA,FLORIDA 34474
5 H-6136 SASH BOTTOM RAIL PVC ATN WWW.CWS.CC
6 H-6137 FIXED MEETING RAIL PVC ATN 1!16" 1116" 1175'
5!16 pa 37 S REINF.SSR HD --
7 H-6138 SASH TOP RAIL PVC ATN " S-2006
8 5-6141 GLAZING BEAD PVC ATN u u CORNERWELD(ALLSIDES) 610 PVC
9 5-6142 SASH STOP PVC ATN 1.8
10 S-6143 SCREEN ADAPTOR PVC ATN 3114"--�+----1 SINGLE HUNG
11 P-5085 WSTP QI.ONBULB VINYL AMESBURY * I 20 NON-IMPACT
12 P-5086 WSTP QLON BULB VINYLAMESBURY 13/16" -
13 -BALANCERS-CONSTANT FORCE RT 562 CALDWELL H-6125 PVC FRAME HEAD&JAMB PVC FRAME SILL
o � �
14 P-5392 SASH TI LT LATCH NYLON CALDWELL H-6126 oso"
15 P-5393 PIVOTCARRIER NYLON CALDWELL INTERLOCK aa
S-2001 0 0 0
16 P-5396 PIVOT BAR 55 CALDWELL
17 P-3515 N8 x58Z FIXED
PHIL FLATWHITESMS STEEL FASTENAL 15/16" .050" 5!16 0 �J„ 1!1610 SCREWED
MERGRAMERWITH
w w w >-:
z
16" 1 318"-
18 P-4146fl8x34PHILFLAT[ek STEEL FASTENAL J
19 P-3028 SETTING BLOCK RUBBER FRANK LOWE
20 S-2001 INTERLOCK RAIL ALUM ASCEND �__.._..._. ,074^ 1.8 J m O
21 S-2006REINFSASHSIDERAI HD ALUM ASCEND PVC GLAZING BEADLL
55
22 5-2007 REINF,BOTTOM RAIL ALUM ASCEND S-6141 PVC SASH STOP PVC SCREEN ADAPTOR S-6143 o >
W
S-6138 `C z
23 S-2008 REINF FMR ALUM ASCEND J Q G ¢
24 S-2009 REINF TOP RAIL ALUM ASCEND ¢ ¢ °- a
-17/16"- --21/&"— 17/16" �•-111/16"--� o 0 w Q
25 S-2011 REINF EXTERNAL ALUM ASCEND o g F U
7T
26 P-5388 LOCKS NYLON LAWRENCE -.--.--® v I-MC7 o w a W
27 P-5389 KEEPERS NYLON LAWRENCE 5 ¢ z 0
28 1 P-4779 IWEEP COVER NYLON M&M 1 17I I
1116" 17/16" 17/8" 17/16"
29 P-5397 FMR ENDCAP NYLON M&M L 1!15 nm - -1116" -1116 1116 U m Q Z
I -L
30 P-5400 COVER FMR REINF. PVC TEAM PLASTI CS �1� %jW11114'8"'j,
32 P-3305 WST31 ME 270 x 187 SOFT TOUCH FIN SILICONE TRUSEAL AB PVC SIDE RAIL PVC SASH BTM RAIL PVC SASHSFMR PVC SASHTOPRAIL +`�� ft
Gp�I...OF
33 P-5425 STP200 X 5/8"X 5/8"DUST PLUG ULTRAFAB H-6132 H-6136 .J.,
34 P-5390 HOLE PLUGNYLON N- 58209 «.
1 5116"
35 GLASS SEE SHEET x13/16"•{ 9/16" x13/16"y 318"- ^*7
-,L--(I- 9!,6" I
36 P-4638!18X2-12PHILTR USStek STEEL FASTENAL 3 - q STATE
37 P-3218 SCREEN FRAME ALUM FLASCREEN —� 7/8" r�+J ,"�
38 P-4754 SCREEN CORNER KEY NYLON FLASCREEN
39 P-3228 SCREEN SPU NE DAPA REINF.BTM RAIL REINF.FMR 1/15 REINF.TOP RAIL6 REINF.EXTERNAL ��;ON
AL �,
40 P-3029 SCREEN UFTS SUMMIT S-2007 S-2008 S-2009 S-2011
41 P-3033 SCREEN SPRINGS FLASCREEN 7"7
42 BALANCERS-CONSTANT FORCERT880 —__37115' 111!16" 2/23/2016
43 H-6157 HD FIXED MEETING RAIL PVC VISION --
44 H-6193 UNI-FRAME 880 BALANCERS PVC VISION a ` 5/16"
1 13!18"- LUCAS A.TURNER,P.E.
I 1
45 H-2115 REINF HD FMR ALUM KEYMARK qq � FL A#RA58201
AVE.46 5-6216 UNI-FRAME SILL POCKET INSERT PVC VISION 46 123H PORT,FL 34
2 1!16" 2 116" 43 4 NORTH PORT,FL 34288
47 5-6217 UNI-FRAME SCREEN RETAINER PVC VISION 1116" 1 178" 1/15' Q 1 3116"
48 P-3783 LOCKS IMPACT STEEL INTERLOCK �a�o 1 I - r-- 1/1 g" PH.941-380-1574
1574
3 9/16" p �� _ _1116 1 S EET DESCRIPTION:
49 P-3784 KEEPERS IMPACT STEEL INTERLOCK ..... JJ
a PVC SILL POCKET INSERT REINF.HD FMR
a S-6216 PVC HD FMR H-2115 BOM AND EXTRUSIONS
H-6157 6005A-T5
-i _ DRAWN BY: DATE
T16"
4ADE 08/09/14
PVC FRAME � DWG#: REV.:
H-6193 7 1115' -
CWS-935 C
SbALE:
NOTE:ALL EXTRUSIONS ARE ALUM.6063-T6 UNLESS OTHERWISE NOTED. PVC SCREEN RETAINER SHEET
I
S-6217 1.2 SOF 7___
MIDPOINT @ WIDTHS OVER 3T WONDOW SYSTEMS
6"MAX.(TYP.) 4"MAX.(TYP.) S"MAX O.C.(TYP.) 1900 SW 44TH AVE.
OCALA,FLORIDA 34474
6"MAX.(TYP.)- SEENOTE 2 4"MAX.(TYP.) SEENOTE 2 WWW.CWS.CC --
610 PVC
SINGLE HUNG
MAX.O.C. NON-IMPACT
-- --- -- - - - - O (TYP.) O
--- 14 1/2" 2 2 �
MAX.O.C. o n ii; Ji
(TYP.) '<
o0
--INSTALLATION , w w w m
ANCHORS(TYP.) to
3" (FYP.)� m Z
3"(TYP.) LL
h v Cn
X N Z W
INSTALLATION w ¢ a Oor
ANCHORS(TYP.) c7 o a
O g ¢ Q
/ w
� z � o
——————— - � ma :
ANCHOR LAYOUT-(FLANGE) ANCHOR LAYOUT-(FIN)
[NO SILL ANCHORS REQUIRED] M�
I'S''. -
amu: Nc 58201 t.
N6fES:
? ST'ATB OF 441
1.INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION.SILL ANCHOR SPACING SAME AS HEAD. �c< ��O R+O�• +*~
�+r+d'�gPJA��5����
2.SHIM AS REQ AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX.ALLOWABLE SHIM STACK TO BE 1/4". USE SHIMS WHERE SPACE GREATER THAN 1/16"IS PRESENT. LOAD BEARING SHIMS SHALL BE
CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER.WOOD SHIMS ARE NOT ALLOWED. Z
3.ANCHOR TYPE,SIZE,SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS,SEE TABLE 1,SHEET 7. _ 2/23/2016
4.ALL INSTALLATION ANCHORS MUST BE MADE OF OR PROTECTED WITH A CORROSION RESISTANT MATERIAL OR COATING. DISSIMILAR METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST LUCAS A.TURNER,P.E.
8E PROTECTED TO PREVENT REACTION. FL PE#582011239 JABARA AVE.
5.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 MINIMUM NORTH PORT,FL 34288
SPECIFIED IN TABLE 1,SHEET 7. PH.941-380-1574
SHEET DESCRIPTION:
6.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-IX BUCKS ARE
OPTIONAL. ANCHOR SCHEDULE AND
NOTES
7.A MINIMUM CENTER-TO-CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS:3"FOR MASONRY,1"FOR WOOD AND METAL. DRAVlN eY: oXTE:
8.WOOD OR MASONRY OPENINGS,BUCKS AND BUCK FASTENERS SHALL BE PROPERLY DESIGNED BY THE ARCHITECTOR ENGINEER OF RECORD AND INSTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE, ADE 08/09/14
SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET,SHEET 7. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. Dwc t REv.:
9.SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: CWS-935 C
FMA/AAMA 100(FIN WINDOWS),FMA/AAMA 200(FLANGE WINDOWS), FMANVDMA 250(BOX WINDOWS),FMA/AAMANVDMA 300(EXTERIOR DOORS) _SCALE_.SHEET
1:20 60177
MIN.EMBEDMENT SUBSTRATE
TYPICAL HEAD ANCHORAGE SEE TABLE 1 BY OTHERS V-IYLYAY uu cr L�`(i%J�
MIN.EDGE DIST.
1/4" t
SEE TABLE 1 MIN.EDGE DIST. ---SUBSTRATE WONDOW SYSTEMS
SEE TABLE 1 �" SEE TABLE 1 BY OTHERS OCA A, 44TH AVE.
SEE TABLE 1 OCALA,FLORIDA 34474
SUBSTRATE BY OTHERS 114"MAX.SHIM WWW.CWS.CC
SEE TABLE 1 MIN.EDGE DIST.
SEE TABLE 1
MIN.EMBEDMENT �_ o __- ___ 610 PVC
PERIMETER SEALANT SEE TABLE 1 INSTALLATION ANCHOBYINSTALLER _+ + SEE TABLE I SINGLE HUNG
INSIDE AND OUT /
SEALANT BEHIND J } EJ
SEE TABLE 1 NON-IMPACT
FLANGE BY-INSTALLER L 1/4"MAX SHIM � ------
m
a
❑ PERIMETER SEALANT � (-
ETER SEALANT Qeve BY INSTALLER ao a o 0
STALLER INSIDE AND OUT
EANDOUT INSTALLATION ANCHORANT BEHIND SEE TABLE 1 www m
FLANGE BY INSTALLER SEALANT BEHIND
INSTALLATION ANCHORFIN BY INSTALLER O Z
SEE TABLE 1 B HORIZONTAL SECTION C HORIZONTAL SECTION m
7 TYPICALJAMBANCHORAGE7 TYPICAL FIN ANCHORAGE c Ln
HEAD AND SILL SIMILAR FOR FIN INSTALLATION Z >
—CONTINUOUS DBL 1/4"BEAD OF SEALANT J J a O w
cc W
4ARPERIMETER @ALL INDICATED ¢ p a w
BETWEEN FRAME AND SUBSTRATE 0 �- w Cc
LLER o o
w¢ z a. o1/4"MAX SHIM v m ¢ zSEALANT BEHINDFLANGE BY INSTALLER aaaaaaPlDRE1v",��p
PERIMETER SEALANT 0�5•VBG E S
BY INSTALLER �-4: No 58201 •��-P
INSIDE AND OUT t
SUBSTRATE BY OTHERS
SEE TABLE 1
VERTICAL SECTION 3STATE OF :�
�7J TYPICAL SILL ANCHORAGE ,C,', p,•
NO SILL ANCHORS REQUIRED X10 F•�4'0R1�?.••���
e���4S��NA�
TABLE 1:APPROVED INSTALLATION FASTENERS
FRAMETYPE SUBSTRATETYPE ANCHOR TYPE MIN.EMBEDMENT MIN.EDGE DIST. 2/23/2016
FLANGE CONCRETE(2.0 KSI MIN.) 3/16"IWJ TAPCON 1" 1-1/8" V LUCAS A.TURNER,P.E.
FL PE#58201
FLANGE HOLLOW OR GROUT-FILLED CMU(117 PCF MIN.) 3/16"IWd TAPCON 1" 7' PERIMETER SEALANT 1239 JABARA AVE.
FLANGE CONCRETE(2.85 KSI MIN.) 3/16"ELCO ULTRACON 1" 1" BY INSTALLER NORTH PORT,FL 34288
FLANGE GROUT-FILLED CMU(ASTM C-90) 3/16"ELCO ULTRACON 1-1/4" 2-1/2" INSIDE AND OUT PH.941-380-1574
D HORIZONTAL SECTION
FLANGE 2X MIN.SOUTHERN PINE(G=0.55) 3/16"ITW TAPCON 1-3/9, 7/8" 7 BOXFRAME INSTALLATION SHEET DESCRIPTION:
OR ELCO ULTRACON SIMILAR FOR SILL AND JAMBS FOR BOX INSTALLATION
FLANGE 2X MIN.SOUTHERN PINE(G=0.55) #10 WOOD SCREW 1-3/8" 7/8" INSTALLATION DETAILS
16 GAUGE(0.060")MIN.STEEL STUD #10-16 HILT]KWIK-FLEXOR ITW FULL THREAD FLANGE REMOVAL NOTE:PARTIALLY OR FULLY REMOVING THE FLANGE, DRANNBbATE:
FLANGE (33 KSI YIELD MIN) TEKS SELF-DRILLING SCREW THRU 0.060" 7/16 UP TO AND INCLUDING A BOX-FRAME APPLICATION IS ACCEPTABLE PROVIDED:
1/8"ALUM.(6063-T5 MIN.)OR #10 GRADE 5 SELF-TAPPING/ FULL THREAD ADE 08/09/14
FLANGE 1/8"STEEL(33 KSI MIN.) DRILLING SCREW 11-IRU 0.125" 7/15' MIN.1/4"FILLET OF CONSTRUCTION-GRADE ADHESIVE CAULK IS APPLIED DWG#: RE .:
INSIDE AND OUT,FULL PERIMETER,BY INSTALLER. CWS-935 C
FIN 12X MIN.SOUTHERN PINE(G=0.55) #10 WOOD SCREW 1-1/7 112" PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS
SHOWN FOR FLANGE WINDOWS. 50AEt SHEET
NOTE:UNIF-FRAME OPTIONS NOT SHOWN. 12 7 OF 7