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Product Approval
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FL #
FL9520-R7
Application Type
Revision
Code Version
2017
Application Status
Approved
Comments
Archived
Product Manufacturer
Address/Phone/Email
Authorized Signature
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category
Subcategory
Compliance Method
Custom Window Systems Inc.
1900 SW 44th Avenue
Ocala, FL 34474
(352) 368-6922 Ext 291
jlathrop@cws.cc
SCANNED
BY
St. Lucie County
File Copy
l°1DCo-6�5G
REVIEWED FOR
CODE COMPLIANCE
ST. LUCCIE/aC�aOUN��l1p1,' Y
® Arturo Monteverde �'�.1•
1900 SW 44th Ave
Ocala, FL 34474
(352) 368-6922 Ext 221
amonteverde@cws.cc
i
� Windows
Mullions
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 Evaluation Report
Florida License
Quality Assurance Entity
Quality Assurance Contract Expiration Date
Validated By
Certificate of Independence
i
Referenced Standard and Year(of Standard)
Equivalence of Product Standards
Certified By
Kevin Pine
kpine@cws.cc
Jay Lathrop
1900 SW 44th Ave
Ocala, FL 34474
(352) 368-6922 Ext 291
jlathrop@cws.cc
Lucas A. Turner
PE-58201
Keystone Certifications, Inc.
07/21/2020
Steven M. Urich, PE
ID Validation Checklist - Hardcopy Received
r• 9520 R7 COI EvalRe00rt83i5 odf
Standard Year
AAMA 450-10 2010
ASTM E1886-05 2005
ASTM E1996-09 2009
PA TAS 201/202/203 1994
Florida Licensed Professional Engineer or Architect
0 R7 Eau'Eguiv FL9520 E ulvalencv.odf
Sections from the Code
Product Approval Method I Method 1 Option D
C
Date Submitted 09/29/2017
Date Validated 10/02/2017
Date Pending FBC Approval 10/05/2017
Date Approved 12/12/2017
crsinmary of Products
odel, Number or Name
Description
T3"
Alum. Tube Mullion
3" Alum. Tube Mullion, Horizontal & Vertical, Fin & Flange
applications. (IMPACT)
f Use
!Approved
Installation Instructions
ed for use in HVHZ: Yes j
Q520 R7 Il CWS-8368 odf
ey: Wcas A. Turner 58201
for use HVHZ: YesVerified
by Independent Third Party: Yes
ResiCreated
Press e: •N/A
Evaluation Reports
other: Large Missile mill See Installation Instructions
and Evaluation Report for complete list of U Itations and
FI 9520 R7 AE EvalReoort8365,od
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
Approved for use outside HVHZ: Yes
FL9520 R7 11 CWS-8378 odf
Verified By: Lucas A. Turner 58201
Impact Resistant: Yes j
Created by Independent Third Party: Yes
Design Pressure: N/A
Evaluation Reports
Other: Large Missile Impact; See Installation
and Evaluation Report for complete list of imitations
Instructions
and
FL9520 R7 A EVdIR oort837B odf
Created by Independent Third Party: Yes
Conditions of Use.
5 1/2" Alum. Tub'
Mullion
5 1/2" Alum. Tube Mullion, Horizontal & Vertical, Fin & Flange
9520.3
applications. (IMPACT)
Limits of Use
Installation Instructions
FL9520 R7 11 CWS-8380 ndf
Approved for use in HVHZ: Yes
Approved for use outside HVHZ: Yes
!
Verified By: Wcas A. Turner 58201
Impact Resistant: Yes
Created by Independent Third Party: Yes
Design Pressure: N/A
Evaluation Reports
FL9520 R7 AE EvaIR ort8386 odf
Other: Large Missile Impact; See Ins[allatlon
and Evaluation Report for complete list of
Instructions
Hmitations and
Created by Independent Third Party: Yes
Conditions of Use.
nu us :: 2e01 Blell s
" 7-2013 Stale of Flaada.:: 5 'bil' S :: Refund Statement
The state 9/ Florida is an AgrEEO employer ^^^" • snn ::
inner Fbdde law, email add.. are publ',C records. 01you do not want your e-mail address released in response to a public -records request, do not tend electronic
mail to this endly. Instead, contact the olam by phone or by traditional mail. If you have any questions, please contact 850.487.1395. "pursuant to Section
455.275(1), Florida Statutes, efrnavve October 1, 2012) Ilmmees pmnsed under chapter 455, F.S. must provide vie Department with an email address H they have
em one. The ail provided may De used for official Cofnmunhatbeven with the licensee. How, email addresses are public record. rouayou do not wish ro supPly a
personal address, please provide be Department with an email addr ws which caanehevJldo areada m ro 0e publlC. Th determine if a limns.. under Chapter
455, F.S.,D
Produtt Approval Amcytau
Or go ® 0 Im
Credit Card
Safe
ANCHORCLIP—
3"
PVC MULL BAR -LARGE MISSILE IMPACT
SHOW N wIDIFFERENT OPTIONS
O F _E_Y. �. ANCHORCUP
10 10 E D
EXAMPLE HORIZI.VERT. MULLION
FOR SECTION VIEW ONLY
TABLE OF CONTENTS
GENERAL NOTES 8 ELEVATIONS...............1
DPCHARTS ........... ..... ...... ...........................2.3
BOM S EXTRUSIONS.....................................4
EXTRUSIONS........ ........... ............... ..... .......
. 45
SECTION VIEWS.........................................6-7
CONFIGURATIONS & ANCHOR NOTES
INSTALLATION DETAILS............. .............9.10
ANCHOR CLIP
GENERAL NOTES:
1. THE PRODUCT SHOWN HEREIN ISDESIGNED AND MANUFACTURED TO COMPLY WITH WINDOVy SYSTEMSn
THE FLORIDA BUILDING CODE IFBC), CURRENT EDITION INCLUDING THE HIGH 1900 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 1996 PER THE FED. WWW.CWS.CC
2. CONFIGURATIONS (SEE SHEETS 2-3): VERTICAL OR HORIZONTAL,
3. SEE MULLION CHARTS FOR MAX. DESIGN PRESSURES AND LENGTH.
(REFER TO SHEETS 2.3)
4. ANCHORAGE: THE 33113% STRESS INCREASE HAS NOT BEEN USED IN THE
DESDURIGN FTHIS PRODUCT. SEE SHEETS 9.10 FOR ANCHOR DETAILS. FACTOR Cd=CALCULATIONS.
LOAD
1.6 WAS USED FOR WOOD ANCHOR CALCULAT OINS
DURATION
5. PRODUCT APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE NOT REQUIRED.
TS SHALL BE CONTROLLED BY THE LESSER
6 DESIGN PRESSURE OF DESIGN PRESSURE OF TIHE MULLIOULLED IN OR THE INDIVIDUAL WINDOWNITS-
7. DESIGN PRESSURES AND INSTALLATION DETAILS SHOWN THIS DOCUMENT
APPLY ONLY TO THE MULLION, WINDOWS MUST BE APPROVED UNDER SEPARATE
APPROVAL.
B. RESPONSIBILITY OF SELECTING FENESTRATION PRODUCTS TO MEET ANY
APPLICABLE LOCAL LAWS, BUILDING CODES, ORDINANCES OR OTHER SAFTEY
REQUIREMENTS RESTS SOLEY WITH THE AROHITECT, ENGINEER OF RECORD,
BUILDING OWNER OR CONTRACTOR.
—.9.SINGLE.UNITSJOBE MULLED ARE NOT LIMITED TO THOSE SHOWN IN THIS
DRAWING. SINGLE UNITS TO BE MULLED TOGETHER MOST-BEVANUFACTURED BY
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
UNIT WIDTH AND HEIGHT ARE NOT EXCEEDED, AND MULLIONS ARE ANCHORED AS
SHOWN HERE IN.
F THE MULLED
ii HORIZONTAL MULLION SHALL EXTEND THE ENTIRE WIDTH VERTICAL MULLION IS USED To MOUNIT.
MULL SIDEB SSIDE UNITS TOGETHER.
III
II *
i
Ii
ANCHORCLIP—f
EXAMPLE VERTICAL MULLION FOR
PVC WINDOWS FOR SECTION VIEWS ONLY
Lucas
Turner
2017-09-28
07:12+20:00
3" PVC
MULL BAR
IMPACT
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WJO
zw§oW3m
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ZL LL K�sW
No 59201
STATE OF
9f26n0 7
LUCAS A. TURNER, P.E.
FL PE # 58201
1239 JABARA AVE.
NORTH PORT, FL 34288
PH. 941-380-1574
GENERALNOTES AND
ELEVATIONS
DRAWN BY:
DATE:
ADE
09/27112
OV/Q P-,
REV. ...'.._.•.
CWS-836
B
scALe-"
SHEET
1:25
1 OF 10
c
x
z
J
J
J
OF, CHART IS FOR:
NON -INTERSECTED IMPACT 3- MULLION 1758, HORIZONTAL OR VERTICAL, USING (PER END)'
1522 CLIPS
- (4) 010 SCREWS INTO WOOD or METAL
-()31/4'E C ULTRACONS INTTO HOLLOW or GROUT -FILLED BLOCKULTRACONS INTO SOLID E arWOOD
4
DP CHART IS FOR:
NON -INTERSECTED IMPACT 3- MULLION 1758, HORIZONTAL OR VERTICAL, USING (PER END):
1776 CLIPS '
- (6) 00 SCREWS INTO WOOD or METAL
-(6) 3116- 1/4' ELCO ULCONS or ELCO ULTCONS INTO SOLID CONCRETE TRACONS INTO HOLLOW or GROUT--FILLor WOOD
ED BLOCK
TWIN
VERTICAL MULLION
1
VECALMDLUON
RTI
i"l
VERTICAL MULLION
VERTICALNULUON
TWIN
NORRONT&MUWON
r
F
`
z
r
2
2
O
N
d
z
�
z
�
w
L
L
-�-I
LI
L
-�I
'
OPENING SIZE
I
OPENING 512E
II
F�-
F— OPENINGSRE—�I
OPENING SIZE
MULL LENGTH �!
NOTES:
1. THE MULL BAR IN FOCUS FOR ANY GIVEN
CONFIGURATION IS SHOWN IN BOLD,
2. AN INTERSECTED MULL BAR HAS OTHER MULL
BARS) ATTACHED TO IT (SHOWN IN DASHES)
THROUGH THE USE OF MULL BAR CLIPS. AN
INTERSECTED MULL BAR WILL ALWAYS BE
ATTACHED TO THE SUBSTRATE AT BOTH ENDS.
3. NON -INTERSECTED MULL BARS CAN BE ATTACHED
TO THE SUBSTRATE AND OTHER MULL BARS.
TRIPLE MIMIC— E
.n.n G MLUON HORRONTALMMLIGN
t
YSTEMiH AVE.IDA 34474
C
3" PVC
MULL BAR
IMPACT
a i 3 az3
Z.0
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a ?—a 00'2
No 58201
STATE OF
P�
9/26/2017
LUCAS A TURNER', P.E.
FL PE 4 58201
1239 JABARA AVE.
NORTH PORT, FL 34288
PH. 941-3813-1574
SHEET DESCRIPTION:
OF CHARTS
ADE 09127/12
VON- REV,
CIS-836 B
5w SHEET
:1 20F10
1522 Gips using tour(4)g10 Suews inb WOOD or METAL or 3l16'ITW Tapwns Into SOLID CONCRETE or WOOD,or 1776 dips
�1�•I�il7
(`WINI70W
Design
Pressure Charl(PSF)(or INTERSECTED Impact PVC 3°MUIIIDn M-1758, with
into SOLID CONCRETE or WOOD
per each
end of mullion. HOLLOW or GROUT
-FILLED BLOCK require I/4° ELCO ULTRACONS.
with six(6) p10 Suews inw WOOD m METAL or 3/16° TW Tapcons
MTENS
ILp1`/(jWlL/jl�
OPENING SIZE (In.)
75 318 81 87 93 B9 110 318
114 120 128 132 138 145.0
OCALA. FLORIDA 34474
39 45 51 57 63 89
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 50.0 50.0 50.0 50.0
WWW,CWS.CC
Sn PVC
37 50.0
42 3I4 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 60.0
50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0
48 314 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 50.0 50.0 SD.O
500 481
BAR
z
531i8 50.0 50.0 SO.D
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 50.0 500 50.0
50.0 50.0 494 47.3 w x.4.ih`;N+:+"'
MULL
IMPACT
63 50.0 50.0 50.0 50.0 5D.0 50.0 50.0 50.0
50.0
50.0
50.0 60.0 50 0
49.8 47.6 Sri. t T sdEt wL1a2F's % Fc `�.:w.4=
68 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0
50.0
50.0
50.0
60.0 50.0 45 4
44.0 r:0*'eYs u'Tlb�+.•;*`%rTw»Far
z <z
72 5D.0 50.0 50.0 50.0 50.0 50.0 50.0
50.0 50.0 50.0 50.0
50.0
46.8 44.0 40 0
ff"s 61s �" =b
p
3 o
O IJ+ po r k
75.375 50.0 50.0 50.0 50.0
z w
zwZ
o
W
owim
<W3 F32t
DP CHART IS FOR:
INTERSECTED IMPACT 3' MULLION 1758. HORIZONTAL OR VERTICAL, USING EITHER (PER END):
O
12
O F O < u t 0 0
1522 CLIPS
O
Z
Urnyz I-ro D.
p S-ZFO5
-(4)N70 SCREWS INTO WOOD or METAL
-(4) 3/16° ITW TAPCONS or ELCO ULTRACONS INTO SOLID CONCRETE or WOOD
j
z
i W 05 0E.0
- (4) 1/4° ELCO ULTRACONS INTO HOLLOW or GROUT -FILLED BLOCK
a
¢ 0 3 0 ss
O woo O W y W
Z
1767 CLIPS
.(6) N10 SCREWS INTO WOOD or METAL
3/16° ITW TAPCONS or ELCO ULTRACONS INTO SOLID CONCRETE or WOOD
o
Wro airy
a 3 W
_--(6)-J/4_ELCO_ULTRACONS
.(6)
INTO HOLLOW or GROUT -FILLED BLOCK - _
_
_ -
a
C
SFT('R?F
�� • No 5B201 '•?�
HORIZONTAL MULLION
PUE
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CL MMLI
VE A
r�Fs�p��NAkEp�x�,
ISINGLE1
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$ _-
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IUNITSI
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iBELOW�
9/262017
L
LII
LUCAS A. TURNER, P.E.
I
Fes- MULL LENGTH -I
FL PEN 58201
- •--OPENING SIZE
1239 JABARA AVE.
NORTH PORT, FL 34288
PH. 941-380-1574
SHEET DESCRIPTION:
NOTES:
1. THE MULL BAR IN FOCUS FOR ANY GIVEN
DP CHART
INTERSECTED MULLS
'
CONFIGURATION IS SHOWN IN BOLD,
2. AN INTERSECTED MULL BAR HAS OTHER MULL
DRAWN BY:
DATE:
SARIS) ATTACHED TO IT (SHOWN IN DASHES)
ADE
09/27/12
THROUGH THE USE OF MULL BAR CLIPS. AN
---"------"'-V.___" pyje y;
nEV.:
INTERSECTED MULLSBARUBS WILL ALWAYS BE
ATTACHED AT
6
B
Xt-E,-
aCPLE:
SHEET
RSECTESUBSTRATE
CAN BE ATTAENDSCHED
3. NON -INTERSECTED MULL BARB CAN BE ATTACHED
TO THE SUBSTRATE AND OTHER MULL BARS.
1:1
3 OF 10
LINE ITEMS NOT USED:
5-6. 12
• USE WOOD SCREW SIZE (910 OR 412), SPECIFIED IN WINDOW UNIT APPROVAL DOCUMENT
1314'--
"`l-- 11116--1—
clo
L--1116' GRIP CAP-5-1096--
MULLION INTERIOR
COVERS,6018
FLANGE ADAPTER S-1896
r-1wr—
I
TOPNEW
3-MULLBAR H.1768
7
MULLION CLIP S-1897
=L-J
A SCORE, BEND AND BREAK
TO REMOVE FIN FOR FRAME
ATTACHEMENT TO MULL BAR
DETAIL
TYP. FIN FRAME 11
cvr of iclmme ARP Al NMINUM 6063-T6 UNLESS OTHERWISE NOTED.
0
1
2114'
L
F. 1522 - 013
NEW CONSTRUCTION 1 FIN INSTALLATION
FRAMETYPE
OPENING
NEW
FLANGE
RETRO
NEW
FIN
RETRO
NEW
BOX
23N6'
I-----471W
F-15224)06'
PETRO / FLANGE CLIP
1900 SW 44TH AVE.
OCALA, FLORIDA 34474
WWW.CWS.CC
3" PVC
MULL BAR
IMPACT
:0 i 3 ¢z�
No 58201
STATE OF
9/26/2017
LUCAS A. TURNER, P.E.
FL PE # 58201
1239 JABARA AVE.
NORTH PORT, FL 34288
PH. 941-380-1574
BOM AND EXTRUSIONS
ADE 1 0927112
REV.:
CWS-836 B
SHEET
:2 4OF 10
V ANGLE 3-MULL CLIP. FIN (LEFT) F-17674ML
OUTSIDE
V ANGLE 3- MULL CLIP, FIN (RIGHT) F-1767-ONR
FRAME TYPE
OPENING
NEW
FLANGE
RETRO
NEW
FIN
RE'IRO
NEW
1900 SW 44TH AVE.
OCALA,
FLORIDA U474
www.cws.cc
3" PVC
MULL BAR
IMPACT
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OUTSIDE �V',.VIGCNSP'
� No 58201
*!
STATE OF
TANGLE 8' STANDARD MULL CLIP-F-1767-001
9/26/2017
LUCAS A. TURNER, P.E.
FL PE # 58201
1239 JABARA AVE.
NORTH PORT, FL 34288
PH, 941.380.1674
r
SIONS
DATE09/27/12
BSHEET
50F 10
FIN
1
m_6... HORIZONTAL MULL BAR LANGEFRAME WINDOWECTION_,
FIN
B V TI AL AUL BA SECTION
�6 FLANGE FRAME WINDOW
APPLY SEALANT ALONG FULL C�
LENGTH OF WINDOW FRAME __ _.._0�..11 GROOVE PRIOR TO ATTACHING —v
L1
' O
I
i
I
I
A VERTICALIHORIZO TAIL ULLBA SECTION
A H IZON A UL BARSECTION 6 BO%FRAMEWINDOW
6 FIN FRAME WINDOW I
qj�VERTICAL, MULL BARSECTION_,
6,FIN FRAME WINDOW
APPLY SEALANT ALONG FULL
LENGTH OF MULLBAR GROOVE
PRIOR TO ATTACHING
DRIP
ADAPTOR
DETAIL A
APPLY SEALANT ALONG FULL
LENGTH MULLBAR GROOVE
PRIOR TO ATTACHING FLANGE
ADAPTOR
DETAIL B
�P�l��lifM
WINDOW SYSTEMS
1900 SW 44TH AVE.
OCALA, FLORIDA N474
WWW.CWS.CC
3" PVC
MULL BAR
IMPACT
Z 3 Q
Q
O
a ySSz It
OF Oa6
UDOZZ
z0� z
S30Wc
No 58201
STATE OF
zz
9/26/2017
LUCAS A. TURNER, P.E.
FL PE 4 58201
1239 JABARA AVE.
NORTH PORT, FL 34288
PH. 941-380-1574
SECTION VIEWS
MULLS
N BY: DATE:
AIDE 1 09127112
CVV&B36
1:2 1SHEET
6OF 10
"llsw9r i'mm-En,ow"
J(I NOTES 182
BEE NOTE4
C 5'HORI2.TO3'VERT.MULLBARSECTION
7 G F INS
SECTION VIEW A -A
TOP VIEW
FIN FRAME
1-1760) Iy�Y
tF APPROVAL FOR �1�1
1900 SW 44TH AVE.
OCALA.
FLORIDA 34474
W W W.CWS.CC
3" PVC
MULL BAR
IMPACT
z
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um'za=Fu; m-
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SEE NOTEI 7 - 1]L16'.MA%EDGE DISTANCE
1j
—11Mfi•MAX. EDGE DISTANCE
GEE NOTE
No 58201 V13_1t
:90; STATfi OF T�LOp
% S....O..
1 ��SEE NOTES 182
SEENOTE4 (1 EAXLIP)
ft (19) SEE NOTES I G2
'- (1 EAJCUP)
SEE NOTE COT
9/26/2017
LUCAS A. TURNER, P.E.
FL PE95B201
1239 JA13ARA AVE.
' C 3' HORIZ TO 3' VERT. MULLBAR SECTION
(C14'HORIZ.T03'VERT. MULLBARSECTION Ti G RX.9,EWINO�V7---
FLANGE FRAME WINDOW
NORTH PORT, FL 34288
NOTES:
PH. 941-380-1574
I. SLIDE CLIP INTO LOCATION AND SECURE WITH ITEMS I9(OTY 1) AND 20(OW 1). AS
SHOWNASOVE.
SHEET DESCRIPTION:
SECTION VIEWS
2.PRE-DRILLED HOLES (THRU WV CLIP 1897), BY THE INSTALLER,
MAY BE LOCATED AS NEEDED WHILE MAINTAINING A MINIMUM CLIP EDGE DISTANCE
OF 9132" AND A MINIMUM CENTER TO CENTER SPACING OF 112'.
3. THE ABOVE SECTIONS APPLY TO ALL MULLBAR-TO MULLBAR CONNECTIONS.
REG RDLESS FORIEN ATION(. , HORIZONTAL
THANTHT NTE)RSECTINO MULLGTH
MULL INTERSECTIONS
DRAWN tiv:
AIDE
__ _
oW d:
CWS-836
ATE
09127/12
-.
R[G.—
B
4. INTERIOR MULL ANCHOR ATTACHMENT SCREW THRU VERTICAL MULL INTO MULL
CUP. PRE -DRILL PILOT HOLE THRU ALL MATERIAL
Tc-E'
1:2
SHEET
7OF 10
TWIN
HORIZONTAL MULLION
11AT
OPENING SIZE F-
TRIPLE TWINRRIPLE
HORIZONTAL MULLION HORIZONTAL MULLION
z
w
0
MULL
NOTES:
1. THE MULL BAR IN FOCUS FOR ANY GIVEN
CONFIGURATION IS SHOWN IN BOLD.
2 AN INTERSECTED (S) L ATTACHED TOTN ((SHOL BAR WN S OTHER L DASHES)
BAR
THROUGH THE USE OF MULL BAR CLIPS. AN
INTERSECTED MULL BAR WILL ALWAYS BE
ATTACHED TO THE SUBSTRATE AT BOTH ENDS.
3. NON -INTERSECTED MULL BARS CAN BE ATTACHED
TO THE SUBSTRATE AND OTHER MULL BARS.
-� OPENING SIZE 1-
HORIZONTAL MULLION
TWINNRIPLE
VERTICALMULLION
---OPENING SIZE
ISINGLEI
TWIN
OR
-TRIPLE(
UNITS
BELOW
NOTES: NUM ATTACHMENT IS NOT
1. AT MULLION LOCATION, ATTACH
DOCUMENTS, FOLLOW HE ANCHOR WINDOW
SPACING A9 TO INDICATED N HE WITHRU NODOOWAAPPROVIFIED IN WINDOW AL FOR ATTACHMENTNIT APPROVAL DOCUMENTS. IF TOTO WOOD SUBSTRATE. USING AHIEX WASHER HEAD TEK SCREW OF SPECIFIEDIN
SAME SIZE (N DORM ASTHE
WOOD SCREW INDICATED IN THE WINDOW APPROVAL. TEK SCREWS SHALL BE LONG ENOUGH TO ENSURE THREE (3) THREADS OF PENETRATION BEYOND HE INSIDE WALL OF MULLBAR.
2. MULL CLIP INSTALLATION ANCHOR TYPE, SIZE, SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS, SEE TABLE I, SHEET 9.
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
WOOD MUST BE PROTECTED TO PREVENT REACTION.
URER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE
4. INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACT
MINIMUM SPECIFIED IN TABLE 1. SHEET 9.
5. ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO. FOR CONCRETEICMU OPENINGS, EMSEDMENT SHALL BE BEYOND WOOD BUCKS. IF USED, INTO SUBSTRATE-1%BUCKS
ARE OPTIONAL.
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.
T SUBSTRATES SHALLL MEET THESMINIMUM . WOOD OR MASONY OPENING. BUCKSSTD BUCK FASTENERS SHALL BE PROPERLY DESIGNED BY TE ARCHITECT OR ENGINEER OF RECORD AND INSTALLED TO RENGTH REQUIREMENTS AS SHOWN IN TABLE7 SHEET 9.HCONCRETEA D MASONRY SUBSTRATES MAY NOT BE CRA KEDANSFER WIND LOADS TO THE STRUCTURE.
S. SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS:
FMAIAAMA 100(FIN WINDOWS).FMA/AAMA 200(FLANGE WINDOWS),FMA/WDMA 250(BOX WINDOWS), FMAJAAMNWDMA 300(EXTERIOR DOORS) --
1000 SW 44H AVE.
OCALA. FLCRIDA U474
W W W.CWS.CC
3" PVC
MULL BAR
IMPACT
3 a
o a
o❑
OZ x
Ni>;p
N. 58201
STATE OF
z___z_
9/26/2017
LUCAS A TURNER, P.E.
FL PE # 58201
1239 JABARA AVE.
NORTH PORT, FL 34288
PH, 941-380-1574
CONFIGURATIONS AND
ANCHORAGE NOTES
DRAWN BN.
DATE:
ADE
09127112
DWOtl
flEV.
CWS-836
B
SCALE:
SHEET
1:1
8 OF 10
R' ANGLE MULL BAR CUP
RETROFIT
TWO REOD PER EACH END OF MULL
MULLSAR CUP
—MULL BAR
—MULL BAR
....
�__— ..:
INSTALLATION ANCHOR
INSTALLATION ANCHOR
• SEE TABLE
1 1
ADD STRUCTURALELEMENTS
UO
- qSp STRUCTURAL ELEMENTS
SEALANT ALONG —�
TO MAKE LEVEL FOR
-- nREQ MAK
SEALANTALONG
AS DTO MAKE LEVEL FOR
OUTSIDE POSED
MULL BD
OUTSIDE E%POSED
- — � MULL BAR
MULLB
IN
EDGE BY INSTALLER
—___1
EDGEBYINSTALLER
----
1
PERIMETERSEALANT
ANT
MIN. EMBEDMENT
BYINSTLLER
MIN. EMBEDMENT
INSIDEAND OUT
ININSTALLERDEANDO
BEE TABLET
AND
INSIDE ANO OUT
INSIDE
BEE TABLE 1
SUBSTRATE BY OTHERS
SUBSTRATE BY OTHERS-
SEE TABLE 1
1
SEE TABLE I
MIN. EDGE DIST.
SEE TABLET
MIN. EDGE DIRT. ------I--
� E� VERTICAL SECTION
BEE TABLET
/� VERTICALSECTION
9 TYPICAL FLANGE('L"ANGLE) ANCHORAGE
TYPICAL FLANGE IRETRO FIT) ANCHORAGE
HEAD AND JAMBS SIMILAR FOR FLANGE INSTALLATION
HEAD AND JAMBS SIMILAR FOR FLANGE INSTALLATION
TABLE 1: APPROVED MULL CLIP INSTALLATION FASTENERS
TYPE
MIN. EMBEDMENTI
MIN. EDGE DIST.
SUBSTRATETYPE IANCHOR
CONCRETE 2. SI MIN.)
CONCRETE (2.85 KSI MIN.)
3116' ELCO ULTRACON
ar "D)
114- ELCO ULTRACON
-
-
31JS, ITW TAPCON
1.318'
V8"
2X MIN. SOUTHERN PINE IG=0.55)
OR ELCO ULTRACON
2X MIN. SOUTHERN PINE(G=0.55)
#10 WOOD SCREW
I.XW
WIT
16GAUGE(0.06W)MIN.STEELSTUD
#I616HILTIKWIK-FLEXORITW
FULLTHREAD
7116'
(33 KSI YIELD MIN)
TEKS SELF-0RI.UNG SCREW
THRU D.06W
118' ALUM. (606&T5 MIN.) OR
410 GRACE 5 SELF -TAPPING I
FULL THREAD
7116•
IlW STEEL (33 KSI MIN.)
DRILLING SCREW
THRU 0.125'
NOTES:
1. BOX FRAME MULL INSTALLATION SIMILAR TO FLANGE FRAME.
2. SILL STOOL MUST BE FLUSH AGAINST INSIDE OF MULLED WINDOWS
AFTER INSTALLATION.
3, RECESS RETRO MULLION CLIP 318' MAX. FOR CLEARANCE OF WINDOW
UNIT AS NEEDED.
4 FOUR (4) ANCHORS REQUIRED PER -T- MULL CLIP. SEE SHEETS 2-3.
THREE (3) ANCHORS REQUIRED PER-L' MULL CLIP. SEE SHEETS 2-3.
S. SEAT MULLION TIGHT TO MULL CLIP.
S. FOR ANCHORAGE DETAILS FOR THE WINDOW, REFER TO THE WINDOW
SPECIFIC INSTALLATION DETAILS.
1900 SW 44TH AVE.
OCALA, FLORIDA 34474
WWW.CWS.CC
3" PVC
MULL BAR
IMPACT
a
F
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❑w0 r0Ci
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w
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rzw� Ilkq°---3mm
WOO
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Imo--
xy
?i0woulow
¢ohm
w
F~It rc3ww
N. 58201
STATE OF
i_-If
9126/2017
LUCAS A. TURNER, P.E.
FL PE N 58201
1239JABARAAVE.
NORTH PORT. FL 34288
PH. 941-380-1574
HEET 0€SCRIWION:
INSTALLATION DETAILS
FLANGE
iRAWNBY: OATS:
ADE 09/27/12
fWG Y:......__.. REV.: ._ ..._._..
CWS-836 B
.ME` I SHEET
1:2 9 OF 10
1900 SW 44TH AVE.
OCALA, FLORIDA 34474
W W W.CW S.CC
3" PVC
MULL BAR
IMPACT
CUP
•TWOREODPEREACHEDOFMULL
Cya
- owo 3 a rzANGLE
p y1
RETROFIT
ITj
ZpZ .CZC
—o—S
MULL BAR CUP
O3�=
__....--MULL BAR
:'. y,
..___-.. ---MULL BAR
O
U
OFOL- �mW Ow
p to N z D' F in a
G
Z 7
p.
-
INSTALLATION ANCHOR
m o
i
INSTALLATION ANCHOR
I
1,
SEE TABLE 1, BHT 9
K
moz
a p W F F
N
I�
SEE TABLE I. SHT9
(
Q
KK�yUU>i O
On -
W
9
D'UIp WNW
2: h w
NaSALANTALONGE
ALONGE1,KW_
i O
EXPOSED
OEp
OUTSIDE
EDGEBYNSTAER
3d
EDGE BY INSTALLER
—
a
g;°•
-- - - --
- --
-"MIN.EMOEDMENT
--EXTERIOR FlNISH-____-
.�'
�y •�: _...
-- --
-
MIN. EMBEDMENT _
'SEE T;SHT9
_ _
_a
_d
EXTERIOR FINISH---
BY OTHERS
•°ir
.__. _
SEE TABLE I, SHT9
BYOTHERS
PERIMETER SEALANT
'•"
NSTALLERMETER SEALANT
., S
BYINSAALLER
NDOUT
�r`,�
BY
INSIDE PNO OUT
INSIDE
SUBSTRATE BY OTHERS
�.•``pN�!ti
p4p?.y1GENyr,•.(P,yp
v ,
SUBSTRATE BY OTHERS
SEE TABLE 1, SHT 9
`,-pi No -5B201 .1FP
SEETABLE I, SHT9
^
MIN. EDGE DIST.
9
T'
SEE TABLE 1. BHT 9
��
VERTICAL SECTION SEE TABLE 1, BHT
JD
F
VERTICAL14`S( ON
ID
TYPICAL FIN ('L'ANGLE)ANCHORAGE
OF
9Ot, STATE OF
10
TYPICAL FIN (RETROFM ANCHORAGE
HEAD AND JAMBS SIMILAR FOR FIN INSTALLATION
=�
I.4�g`S�
HEAD AND JAMBS SIMILAR FOR FIN INSTALLATION
X�
9/2612617
LUCAS A. TURNER, P.E.
FL PE # 6B201
NOTES:
1239 JABARA AVE.
1. SILL STOOL MUST BE FLUSH AGAINST INSIDE OF MULLED WINDOWS
NORTH PORT, FL 3428E
PH. 241-380-1574
AFTER INSTALLATION,
SHEET DESCPIPTION:
2. RECESS RETRO MULLION CLIP 318' MAX. FOR CLEARANCE OF WINDOW
INSTALLATION DETAILS
UNIT AS NEEDED.
FIN
3. FOUR (4) ANCHORS REQUIRED PER T MULL CLIP, SEE SHEETS 2-3.
oRAwN Sr:
DATE:
THREE (3) ANCHORS REQUIRED PER%L MULL CLIP, SEE SHEETS 2.3.
ADE
09127/12
4. SEAT MULLION TIGHT TO MULL CLIP.
ti-wc&'"---'--
RSV.:
5. FOR ANCHORAGE DETAILS FOR THE WINDOW, REFER TO THE WINDOW
CWS-836
B
scr,Le
SHEET
SPECIFIC INSTALLATION DETAILS.
1:2
10JF 10
ems• � � r • a I �.-.... ..
BOS Home ( Leg In 1 User Rsg¢tration ..( Met Tools 1 Subma Surcharge j stars & Facts j Pubiiratlore i eonroa Us I eels Site Map Un'a I seamh
i
Approval
XaUSER:
PublicUserProduct
proEuct Aeorovai Menu > Preduet or SeaLlh
> Foclicatian List > Application Devil
''•i%Ga.
FLU
%` FL16117-R2
Application Type
Code Version
2017
Application Status
APP
Comments
Archived
Product Manufacturer
Address/Phone/Email
Authorized Signature
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category
Subcategory
Compliance Method
i
Florida Engineer or Architect Name who developed
the Evaluation Report
Florida License
Quality Assurance Entity
Quality Assurance Contract Expiration Date
Validated By
Certificate of Independence
Referenced Standard and Year (or Standard)
Equivalence of Product Standards
Certified By
Custom Window Systems Inc
1900 SW 44th Avenue
Ocala, FL 34474
(352)368-6922 Ext 291
jlathrop@cws.cc
Kevin Pine
kpine@cws.cc
Jay Lathrop
1900 SW 44th Ave
Ocala, FL 34474
(352) 368-6922 Ext 291
jlathrop@cws.cc
Arturo Monteverde
1900 SW 44th Ave
Ocala, FL 34474
(352) 368-6922 Ext 221
amontever @ews.cc
Windows
Single Hun
SCANNED
BY
St. Lucie County
File Copy
FUa��"s//lII[ ��`�pppp��,�{� R
CODE COMPLIANCE
S Y e LVCIE Cq�71q+Y Y tl
IS BCC W
Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer '
❑ Evaluation Report- Hardcopy Received
Lucas A. Turner
PE-58201
Keystone Certifications, Inc.
07/21/2020
Steven M. Urirh, PE
0 Validation Checklist - Hardcopy Received
FL16177 RZ COI E alReaort812C adf
Standard
Year
AAMA/WDMA/CSA/101/I.S.2/A440-08
2008
ASTM E1886-05
2005
ASTM E1996-09
2009
PA TAS 201/202/203
1994
C
Sections from the Code
Product Approval Method
Date Submitted
Date Validated
Date Pending FBC Approval
Date Approved
Summary of Products
Method 1 Option D
09/28/2017
09/29/2017
10/03/2017
12/12/2017
Sill
Model, Number or Name
Description
16177.1
SH-8100 PVC Single Hung
SH-8100 PVC Single Hung Impact Resistant window.
mits of Use
Installation Instructions
Approved for use in HVHZ: Yes
FL16177 R2 li CWS-812C.odf
Approved for u : VHZ: Yes
Verified By: Lucas A. Turner 58201
Impact Resi nt: Yes
Created by Independent Third Party: Yes
Design Presso e: +701-70
Evaluation Reports
Other: SH-_LOOP mpact, no sill anchors required.
FI 16177 R2 AE E alReoort812C odf
Safety glazing required on outer lite above 30 ft. In HVHZ.
Created by Independent Third Party: Yes
Glass complies to ASTM E1300-04.
WIM
The State of Forida U an pNEEO employer. C h 20 d0 3 Sf M Fb'd :: Privates Statement :: Iloassaftnilty 5 :: Refund Statement
Under Florida law, email addresses are public records. If you do not want your e-mail address released b response to a public-recona request, do not send electronic
mall to this entity.Instead, contact Nit office br phone or by traditional mail. If you have any questions, please ramad 850.487.1295.'Pursuant to Section
655.275(1), Florida Statutes, enectM1re October 1, 2012, licensees licensed under Gapter 455, F.S. must provide the Department with an email address If they have
one. The smalls pmvWed may be used for official communication with rile 1f... Hower email addresses am public record. If you do net wish in supply a
personal address, please provide the Department with an small address which can be made available m the public. To determine 9you are a licensee under Chapter
455, F.S., please click here .
Product Approval Aucpow
$'QfUrlh`)S tTh1.CS
SINGLE HUNG - LARGE MISSILE IMPACT
—531V MAX. OVERALL FLANGE WIDTH--
-- --- 51 71W MAX UNIT WIDTH -- -- --
4711116• GLASS DLO --�
_. A��
I
83' - --
MAX
OVERALL
FLANGE
HEIGHTB O
I
I
M X.
MAX
-.-UNI
T
HT
30 Y16' I
NAX
HEI HT I X
I � 1 FA
A
— 45 1/16° —
GLASSDLO
4831W
MAX. SASH WIDTH
TABLE OF CONTENTS
GENERAL NOTES & ELEVATIONS.....I
GLAZING DETAIL.................................2
SECTION VIEWS.................................3
EXTRUSIONS & B.O.M.......................A
ANCHOR SCHEDULE & NOTES
INSTALLATION DETAILS....................6
B ]6
GENERAL NOTE'
(/ 7'jn(r`Vf/j/NT{{}{)•I
1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED
`WI✓NOiiDO'P11W(4SUY/STl/E/1Yf11S
TO COMPLY WITH THE FLORIDA BUILDING CODE(FBC). CURRENT
EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ) AND
19008W 44TH AVE.AVE44T4
IS RATED FOR WIND ZONE 4 MISSILE LEVEL D IMPACT USE AS DEFINED
FLORIDA
OC W . FLORI
IN ASTM E 1996 PER THE FSC.
2. GLAZING OPTIONS: (SEE SHEET 2)
8100 PVC
3. CONFIGURATIONS:'O/X.
SINGLE HUNG
4 DESIGN PRESSURE RATING:
IMPACT
-NEGATIVE DESIGN LOADS BASED ON, TESTED PRESSURE AND
GLASS TABLES ASTM E-1300-04e01109.
-POSITIVE DESIGN LOADS BASED ON, TESTED PRESSURE, WATER
INFILTRATION TEST PRESSURE AND GLASS TABLES
ASTM E-1300.04a01/09.
5, ANCHORAGE: THE 33 V3%STRESS INCREASE HAS NOT BEEN USED
IN THE DESIGN OF THIS PRODUCT, SEE SHEET FOR ANCHOR
DETAILS. WINDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD
ANCHOR CALCULATIONS.
6. PRODUCT APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE
NOT REQUIRED.
7. ALL FRAMES AND VENTS FULLY WELDED. SMALL JOINT SEAM SEALANT
USED AT FIXED MEETING RAIL AND JAMB.
B.SERIES/MODEL DESIGNATION SH-8100.
9. THE DESIGNATION X AND O STAND FOR THE FOLLOWING:
X = OPERABLE SASH, 0 = FIXED SASH
10. SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR
LOCATION.
11. EXTERNAL WEEP SLOT = 1/4' x 1.1/4' LOCATED 4' FROM BOTH ENDS
LucasTurne
r
2017-09-22
13:36-04:00
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k
STATE OF
z2
9/22/2017
LUCAS A. TURNER, P.E.
FL PE 11168201
1239 JABARA AVE.
NORTH PORT, FL 34288
PH. 941-380-1574
SHEET DESCRIPTION:
GENERAL NOTES AND
ELEVATIONS
DRAWN BV: DATE:
BAT 06/18112
uWDe: Rev.:
CWS-812 C
s LE: SHEET
1:15 i OF 6
OVERALL INSULATED GLASS
ANNEALED OR TEMPERED
AIRSPACE
'LAMINATED GLASS
ANNEALED
' PVB INTERLAYER BY DUPONT
PURFECT GLAZE'M OR SIKAFLEX 552
um
FIXED LITE
718- OVERALL INSULATED GLASS
1/9' ANNEALED OR TEMPERED
-- -- — 7/15' AIRSPACE
5118' LAMINATED GLASS
---- US'ANNEALED
A00' PVB INTERLAYER BY DUPONT
"- VW ANNEALED -
SASH LITE
PURFECT GI AZE'M OR SIKAFLEX 552
1R'
SETTING BLOCKS PER FBC 2471.3.3.7
tWINDOW SYSTE
SH1000 4TH AVE.
ORIDA 34474
S.CC 8100 PVC
SINGLE HUNG
IMPACT
i azo
OWO aW00
o aWSS��o33�
O 0 0OaFr~/1n
✓zZ J
aa OZSO20�300
07
ol
K pO�WF�
a0W1t1
W f X w t a y
,,,444a4�OREW tTG4i
No So
201
A 4�'JGENCF•.Ry'�.
i
%ro i• a�
STATE OF
9122/2017
LUCAS A TURNER. P.E.
FL PE N 58201
1239 JABARA AVE.
NORTH PORT, FL 34288
PH. 941-380-1574
GLAZING DETAILS
AWN BY: - DATE:
BAT 06/18/12
YG
.....N:...........__. _._fiEV..._____._.
:
CWS-812 C
E: SHEET
1:1 2OF6
INTERIOR
SECTION A -A
NOTE: ITEMS NOT SHOWN FOR CLARITY:
20, 25-26, 36-37. 44, 51-52. 55-56, 64, 67-68
INTERIOR
SEC I IUN n-H
CTION
NOSSHOWSRIGHT SIDESASIH SECXED S ON VIEW.
VIEW.
0
1900 SW 44TH AVE.
OCALA, FLORIDA 34474
W W W.CWS.CC
8100 PVC
SINGLE HUNG
IMPACT
z 3 azzog
Few o
? z
4-1 z I0- w
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s.z9a FU
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S3owc�°-
�NOw
No WI
No 58201
M
STATE OF
zz-
9/2212017
LUCAS A. TURNER, P.E.
FL PE It 58201
1239 JABARA AVE.
NORTH PORT, FL 34288
PH. 941-380-1574
SECTION VIEWS
;AWNBYI -- DATE:
BAT 06119112
VG tl:
._... REV. kev.. __-.: ----
CWS-812 C
'7 SHEET
1:2 3 OF 6
PART6 LIST
ITEM
PA11Tp
OESCPIPTON
VENDOR
I MATERIAL
1
H-6031
Main Fr., SH. wIFig., PVC, Head
MnMik
Vinyl
2
H-6031
Meln Fr., SH, W/Fig., PVC, Sill
Mlkron
Vinyl
3
H-6031
Main Fr., SH, WIFIg., PVC, L. Jb.
Mlkron
Vinyl
4
H-6031
Maln Fr.. SH, W/Fig., PVC, R. Jb.
Mlk(on
Vinyl
6
SA577
Impact Hock
Keymark
Alum
8
H-6027
Sash Meet. Rail, PVC
Mikmn
Vinyl
9
H-1497
Reml. Sash Meet. Rail
Keymark
Alum
t0
H-6028
Sash Bottom Rail, PVC
Mikmn
Vinyl
12
H-604
oSash SldelTop/BoL Rail
Mlkron
Vinyl
13
5-1498
Reln/. S.B.RIS.S.R
14
S4i064
Glz. Bd., 7/8'
Mikmn
Vinyl
18
S-6013
Scm. Adapit., W/Nib, PVC, Hori2.
Mikmn
Vinyl
19
S-6014
Scm Adapt.. PVC, Vert.
Mikmn
Vinyl
20
3.6029
Sash Slop I FIBer, PVC, Veit.
Mikmn
Vinyl
23
H-1699 lHalicorcemem.
SBR
Keymark
Alum
24
P-2190
Balance
BSI
25
P3059
Sash Cam, PVC
BSI
Plastic
26
P3048
Take Out Gip
BSI
SS
27
P-3783
Lock, Im act, PVC
Interlock
28
P4069
Keeper, Impact, PVC
Interlock
Zsmac
30'
P-3215
Weep Corer W/ Flap
Gaer
Plastic
32
P-3429
Wstp., 0.270 X.187 back FmSeal, Gray
Ultrefab
37
P-063B
#8 x 2-1/2 PH Mpd. TnKS, Ty A, TEK 2
FaslenalaSteel
�J7BB_
#8x 0.625-Eh-P SMS- _ _....
Hub City
39
P4051W#8
x 1.250 Ph FHTEK. Whl.
Hub Cry40
P4264W
#8 x 314 FH PH w/p6 Head, TEK, Whl.
Hub Clty
44
P3342
Seam Sealer, SM-5504
ScMee
45
P-3752
Cap Plug, 1/T Hde
M&M
Nylon
47
P-343B
SAmnex 552 ar Pu#ect Gleze'H°
Slke/Henkel
4B
P3352
ISet. Blk., 85 UUr., 1/8° x 518° x 2° Lg.
F. Lowe
Rubber
51
P-3881
Temporary Lbl. (NFRGOP)
52
P-3813
CWS Lbl. Bogo)
Pm Label
53
Sesh
SEE SHEET
GLASS
54
Fixed
SEE SHEET
GLASS
56
P-32B1
Spacer
Duraseal
62
P-3218
Screen Forme, Hodz.
Allmetal
Alum
63
P-3218
Screen Frame, Van.
Allmetel
Alum
64
P-3321
Screen Frame Comer Key
Allmetel
Plastic
65
P-3581
Screen Cloth, 18 x 16 Fiberglass
Belterwa
Fiberglass
6S
P-3228
Screen Spline, .1550ia., Six.
Dapa
Vinyl
67
P-3D29
Screen Pull Tab
I Summit
I Alum
68
P-3033
Screen Spring. 55
Fl. Screen
I SS
70
P-3113
Screw Support for PVC
T. Plasgcs
Nylon
71
H-1836
Alum. Fixed Rail
Keymarit
Alum
72
S-6063
Corer, Fixed Rail
Mlkron
Vinyl
73
S-1112
Reinforcement, Impact Hook
Keymedc
Alum
74
1 P3541
In x 1/2% Pan Hasa. TEK
Faslenai
Steel
LINE
5,
ITEMS NOT USED:
7, 11.15-17, 21-22, 29, 31, 33.36.41.43. 46, 49-50, 55. 57-61. 69
E
NOTE: ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED.
PVC FRAME FLA1,1GE4031
We' �—
9116'
3
1n6'
REINF, IMPACT HOOK -1112
__ tM
]IB'
�— U16'
PVC SASH STOP -W25
314.
3n6"�
13)
T 1/16"
REINF. S.B.11/S.S.R.-149a
PVC SASH BTM. RML-6028
13n6'
1
S B'
--1/16'
PVC SASH SIDE RAIL- 6004
to
v1c
PVC SCREEN CATCH- W13
314'
3
15n6' � i
REINF. BTM RAIL-1699
0 3116'
O
N16.
6J
S
718°
IMPACT HOOK
_
S-1577
2 3116-
8.
1 518"
116'
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1900 SW 44TH AVE.
OCALA, FLORIDA 34474
WWW.CWS.CC
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No S9201
STATE OF
i�
LUCAS A. TURNER, P.E.
FL PE # 58201
1239 JABARA AVE.
NORTH PORT, FL 34288
PH. 941380-1574
BOM AND EXTRUSIONS
_16/18/12
%00: 40F
S-8122
6' MAX (IYPJ-
6' MAX (TYP.)
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ANCHOR LAYOUT - (FLANGEI
—SEE NOTE 2
--INSTALLATION
ANCHOR(TYP.)
-- LB1p B.N.
NOTES:
1, INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION. NO ANCHORS REQUIRED IN SILL.
2. SHIM AS REQ AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX ALLOWABLE SHIM STACK TO BE 114'. 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. '
3. ANCHOR TYPE, SIZE, SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS, SEE TABLE 1, SHEET 6.
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
BE PROTECTED TO PREVENT REACTION.
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
SPECIFIED IN TABLE 1, SHEET 6.
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.
INSTALLATIONS TO SOLID CONCRETE OR GROUT -FILLED CMU MAY INCLUDE BUT DO NOT REQUIRE 1X WOOD BUCKS BETWEEN THE PRODUCT AND THE SUBSTRATE.
INSTALLATIONS TO HOLLOW CMU REQUIRE THE USE OF 1X BUCKS BETWEEN THE PRODUCT AND SUBSTRATE.
7. A MINIMUM CENTER -TO -CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS: 3" FOR MASONRY, V FOR WOOD AND METAL.
B. WOOD OR MASONRY OPENINGS, BUCKS AND BUCK FASTENERS SHALL BE PROPERLY DESIGNED BY THE ARCH RECT OR ENGINEER OF RECORD AND INSTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE.
SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET, SHEET 6. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED.
9. SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS:
FMA/AAMA 100(FIN WINDOWS), FMA/AAMA 200(FLANGE WINDOWS), FMAANDMA 250(BOXWINDOWS), FMA/AAMAN/DMA 300(EXTERIOR DOORS)
190D SW 44TH AVE.
OCALA, FLORIDA 34474
WWW.CWS.CC
8100 PVC
SINGLE HUNG
IMPACT
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N. 58201
STATE OF
�f
9/22/2017
LUCAS A. TURNER, P.E.
FL PE H 58201
1239 JABARA AVE.
NORTH PORT, FL 34288
PH. 941-380A574
VCHOR SCHEDULE AND
NOTES
IANN BY: WTE:
BAT OB/18/12
...__.....-- ---.-__..__..
'IO M: REV.:
CWS-812 C
xe: SHEET
1:15 5 OF 6
TYPICAL HEAD ANCHORAGE
-- _ MIN. EDGE DIST.
I SEE TABLE
SUBSTRATE BY OTHERS-�� ""'
SEE TABLE 1
MIN. EMBEDMENT
SEE TABLE 1
PERIMELANT
BYINSTALLERALLER „- ...I. ...... - ....I
INSIDE AND OUT
0
BEHIND FLANGE BY INSTALLER 1/4' MAX SHIM
SEALANT BEHIND
FLANGE BY INSTALLER
SUBSTRATE BY
SEE TABLE i
r 1/4" MAX SHIM
p VERTICAL SECTION
6 TYPICAL SILLANCHORAGE
1
TABLEI: APPROVED INSTALLATION FASTENERS
SUBSTRATETYPE
ANCHOR TYPE
MIN. EMBEDMENT
MIN. EDGE DIST.
CONCRETE (2.0 KSI MIN.)
3116" ITN TAPCON
1.112"
1.119,
3/18"ITW TAPCON
1"
"
1"
CONCRETE (2.85 KSI MIN.)
3/18" LTRACON
T.
G C-90)
3/16" ELCO ULTRACON
- 2"
2%MIN SOUTHERN PINE (G=0.55)
3/16" ITW TAPCON
OR ELCO ULTRACON
2X MIN. SOUTHERN PINE (0=0.55)
#10 WOOD SCREW
1.318"
7/8"
16 GAUGE (0.060") MIN. STEEL STUD
(33 KSI YIELD MIN)
91CA8 HILTI KWIK-FLEXOR ITN
TEKS SELF -DRILLING SCREW
FULL THREAD
THRU 0.060'
7/16'
1/8" ALUM. (60W-T5 MIN.I OR
1 /8" STEEL (33 K51 MIN.)
#10 GRADE 5 SELF -TAPPING/
DRILLING SCREW
FULL THREAD
THRU 0.125"
7ry8"
MIN. EMBEDMENT I
SEE
SEE TABLEI BY OTHERS
1/4" MAX. SHIM--E TABLE
MIN. EDGE DI
L--- SEALANT BEHIND
FLANGE BY INSTALLER
_ B _ HORIZONTAL SECTION
Bj TYPICAL JAMB ANCHORAGE
PERIMETER SEALANT
BYINSTALLER
INSIDE AND CUT
%HORIZONTAL SECTION _SOX FRAME INSTALLATION
HEAD AND SILL SIMILAR FOR BOX INSTALLATION
FLANGE REMOVAL NOTE: PARTIALLY OR FULLY REMOVING THE FLANGE,
UP TO AND INCLUDING A BOX -FRAME APPLICATION IS ACCEPTABLE PROVIDED:
- MIN. 1/4" FILLET OF CONSTRUCTION -GRADE ADHESIVE CAULK IS APPLIED
INSIDE AND OUT, FULL PERIMETER, BY INSTALLER.
- PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS
SHOWN FOR FLANGE WINDOWS.
1900 SW 44TH AVE.
OCALA, FLORIDA 34474
W W W.CWS.CC
8100 PVC
SINGLE HUNG
IMPACT
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N. 58201
STATE OF
9/22/2017
LUCAS A. TURNER, P.E.
FL PE # 68201
1239 JABARA AVE.
NORTH PORT, FL 34288
PH. 941-38G-1574
HEETDESCRIPTION:
INSTALLATION DETAILS
BAT 06118/12
VG p: REV.:
CWS-812 C
ALE. SHEET
12 60F6