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Businq? <R. RECEIVED MAR 2 i 2017
Professibnad Product Approval aI
Regulation
Product Approval Menu>Product or Application Search>A ligation Li b>'Appllc@Uon'Detall
FL# FL13010-R3
Application Type Revision
Code Version 2014
Application Status Approved
Comments
Archived Lw
Product Manufacturer Custom Window Systems Inc.
Address/Phone/Email 1900 SW 44th Avenue
Ocala,FL 34474
(352)368-6922
ekoss@cws.cc
Authorized Signature Koss Erin
ekoss@cws.cc
Technical Representative Erin Koss
Address/Phone/Email 1900 SW 44th Ave.
Ocala,FL 34474
(352)368-6922 Ext 291
ekoss@cws.cc
Quality Assurance Representative ]ay Lathrop
Address/Phone/Email 1900 SW 44th Ave.
Ocala,FL 34474
(352)368-6922 Ext 291
CFlodda
@cws.cc
Category ws
Subcategory
Compliance Method tion gport from a Florida Registered Architect or a Licensed
Prpfessional Engineer
aluation 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
A Validation Checklist-Hardcopy Received
Certificate of Independence FL13010 R3 COI EvalReo CWS-3738(PW-8300. 120x48,IMP).Ddf
Referenced Standard and Year(of Standard) Standard Year
AAMA/WDMA/CSA 101/I.S.2/A440-05 2005
AAMA/WDMA/CSA 101/I.S.2/A440-08 2008
ASTM E1300-04 2004
ASTM E1886-05 2005
ASTM E1996-05 2005
PA TRS 201/202/203 1994
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Florida Building Code Online Page 2 of 3
Equivalence of Product Standards
Certified By
Sections from the Code
Product Approval Method Method 1 Option D
Date Submitted 04/15/2015
Date Validated 04/21/2015
Date Pending FBC Approval 04/25/2015
Date Approved 06/22/2015
Summary of Products
FL# Model,Number or Name Description
13010.1 PW-8150 PVC Fixed Window PW-8150 PVC Fig/Fin Fixed Window,36"x 72".
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL13010 R3 II CWS-433B(PW-8150.36x72.IMP).odf
Approved for use outside HVHZ:Yes Verified By: Lucas A.Turner 58201
Impact Resistant:Yes Created by Independent Third Party:Yes
Design Pressure:+75/-75 Evaluation Reports
Other:PW-8150,36"x 72",DP=+/-75 psf.Large Missile FL13010 R3 AE DuPont PVB NOA 13-0129 27.odf
Impact.In HVHZ may only be used up to 30ft above grade. FL13010 R3 AE EvalRep CWS-4338(PW-8150,36x72.
Glass complies to ASTM E3300-04. IMP). df
FL13010 R3 AE Ouanex(Mikron)NOA 12-1017 02.odf
Created by Independent Third Party:Yes
13010.2 PW-8150 PVC Fixed Window PW-8150 PVC Fig/Fin Fixed Window,Continuous Head&Sill.
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL13010 R3 II CWS-5108(PW-8150.CONTHDSL.
Approved for use outside HVHZ:Yes IMP). df
Impact Resistant:Yes Verified By: Lucas A.Turner 58201
Design Pressure:+67.5/-67.5 Created by Independent Third Party:Yes
Other:Large Missile,Dp=+/-67.5 psf,Max.size 74 1/8" Evaluation Reports
x 72".Outer lite must be safety glass above 30 ft.in HVHZ. FL13010 R3 AE DuPont PVB NOA 13-0129 27.pd
Glass complies to ASTM E1300-04. FL13010 R3 AE EvalReo CWS-510B(PW-8150
CONTHDSL.IMP).odf
FL13010 R3 AE Ouanex(Mikron)NOA 12-1017 02.pd
Created by Independent Third Party:Yes
13010.3 PW-8300 PVC Fixed Window PW-8300 PVC Fixed Window,120"x 48".
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL13010 R3 II CWS-373B(PW-8300 120x48 IMP).Pd
Approved for use outside HVHZ:Yes Verified By: Lucas A.Turner 58201
Impact Resistant:Yes Created by Independent Third Party:Yes
Design Pressure:+70/-70 Evaluation Reports
Other:PW-8300,120"x 48",DP=+/-70 psf.Large FL13010 R3 AE DuPont SGP NOA 11-0624 02 odf
-Missile Impact.Glass complies to ASTM E1300-04. FL13010 R3 AE EvalReo CWS-3738(PW-8300. 120x48
IMP). df
FL13010 R3 AE Ouanex(Mikron)NOA 12-1017 02 odf
Created by Independent Third Party:Yes
1301014 PW.-8300 PVC Fixed Window, PW-8300 PVC Flg/Fin Fixed Window.
Limi of Use Installation Instructions
Appr ved for use in HVHZ:Yes FL13010 R3 II CWS-159D(PW-8300.72x76 IMP)odf
Appr ved for use outside HVHZ:Yes Verified By: Lucas A.Turner 58201
Imp _!e4
Resistant:Yes Created by Independent Third Party:Yes
Des" n Pressure:N/A Evaluation Reports
Ot er:Large Missile Impact,See Installation Drawings for FL13010 R3 AE DuPont PVB NOA 13-0129 27 odf
M ,size and DP's.Outer lite must be safety glass above 30 FL13010 R3 AE DuPont SGP NOA 11-0624 02.odf
in HVHZ.Glass complies to ASTM E1300-04. FL13010 R3 AE EvalReo CWS-159D(PW-8300 72x76
IMP). df
FL13010 R3 AE Ouanex(Mikron)NOA 12-1017 02.pd
Created by Independent Third Party:Yes
sack Next
Contact Us::1940 North Monroe Street,Tallahassee FL 32399 Phone:850-487-1824
The State of Florida is an AA/BO employer.Copyright 2007-2013 State of Florida.::privacy Statement::Accessibility Statement::Refund Statement
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S:
1.THEPL NOTE
PICTURE WINDOW - LARGE MISSILE IMPACT GENERAL
SHOWN HEREIN IS DESIGNED AND MANUFACTURED •
TO COMPLY WITH THE FLORIDA BUILDING CODE(FBC),CURRENT WIP�1DOVb SYSTEMS
EDITION INCLUDING THE HIGH VELOCITY HURRINCANE ZONE(HVHZ) 1900 SW 44TH AVE.
AND IS RATED FOR WIND ZONE 4 MISSILE LEVEL D IMPACT USE AS OCALA,FLORIDA 34474
DEFINED IN ASTM E 1996 PER THE FBC. WWWCWS.CC
491/4, 73114" 2.GLAZING OPTIONS:(SEE SHEET 3)
MAX.OVERALL FLANGE WIDTH MAX.OVERALL FLANGE WIDTH 8300 PVC
3.CONFIGURATIONS:"O". ARCHITECTURAL SHAPES INCLUDE,BUT ARE PICTURE WINDOW
MAX UNIT WIDTH MAX.UNIT WIDTH NOT LIMITED TO,THOSE SHOWN ON SHEET 2.
451" 691/8" 4.DESIGN PRESSURE RATING: IMPACT
GLASS DLO GLASS DLO -NEGATIVE DESIGN LOADS BASED ON,TESTED PRESSURE AND
A ---------------- GLASS TABLES ASTM E-1300.04. 'n v m
---———— —— I I -POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE,WATER o
INFILTRATION TEST PRESSURE AND GLASS TABLES Q
N O F
m o f� hO ¢
I I I I I ASTM E-1300-04. o .- 0 0
Y W W
771/4" I I 5.ANCHORAGE:THE 33 1/3%STRESS INCREASE HAS NOT BEEN USED W o o }
MAX. I I IN THE DESIGN OF THIS PRODUCT.SEE SHEET 8 FOR ANCHOR I-LL W ¢ ¢ m
OVERALL DETAILS. WINDLOAD DURATION FACTOR Cd-1.6 WAS USED FOR WOOD z o cn
FLANGE I I 0 O V W Z
73 1/4"
I ANCHOR CALCULATIONS. x
OVERALL B I I B HEIGHT I I FL lni C3 0
FLANGE I I I I I 6.PRODUCT APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE NOT v c 2
HEIGHT I I I 76" I I REQUIRED. Q cc ZMAX, w
2 LSD
72^ I O I UNIT I O I 7.ALL FRAMES ARE FULLY WELDED. o ¢ o a
MAX. I I HEIGHT I I UNT B.SERIES/MODEL DESIGNATION PW-8300. a W < U
HEIGHT I I I I o LU
IL a a a
9.THE DESIGNATION X AND 0 STAND FOR THE FOLLOWING:
691/8. I I
73
ASS i i O= FIXED SASH. o U m ¢ z
GLASS B
DLO I e I I 10.SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR
C I I LOCATION. o%%P�ORE
,,ro
W
TL��
I 8 I I N. 582x1 •;-i
ALucas A.Tumer
e A 2015-04-11 '9 STATE OF
15:04-04:00 ',Ong'•L 4.0 R y O
• �C���
i��FssiONA7;1� or��
0:7-
4/11/2015
LUCAS A.TURNER,P.E.
FL PE#58201
1239 JABARA AVE.
NORTH PORT,FL 34288
PH.941-380-1574
SHEET DESCRIPTION:
TABLE of CONTENTS GENERAL NOTES AND
ELEVATIONS
GENERAL NOTES&ELEVATIONS....,..1 LOCATION MAX. UNIT SIZE DESIGN PRESSURE RATING IMPACT RATING DRAWN BY: DATE:
GLAZING DETAILS.CHITECTURAL SHAPES.................3 ANY 48"X 72" +/-55 PSF ADE 05/05/07
SECTION VIEWS....................................4 DWG#: REV.:
EXTRUSIONS&B.O.M...........................5 NON-HVHZ +/- 65 PSF LARGE MISSILE IMPACT
ANCHOR SCHEDULE&NOTES.........6-7 CWS 159 D
72"x 76"
INSTALLATION DETAILS.......................8 HVHZ +/-67.5 PSF SCALE: SHEET
1:20 1 OFB
WINDOW sysTr:Ms,
1900 SW 44TH AVE.
OCALA,FLORIDA 34474
W W W.CWS.CC
8300 PVC
PICTURE WINDOW
IMPACT
FULL ELLIPSE("OVAL")
�nv � m
0
orn <9ntii
FULL CIRCLE m N o 0 1-
TOMBSTONE o a o 0
Lw W
m
W
F- W Q Q m
O fn
Iai _O
p7 U u U)
N N
¢ L) W
cc0IL T w d
Q 000 U)
C O
1/2 CIRCLE o U m Q z
OCTAGON
`��VPS•v\ SF•;�.y
TRAPEZOID CJ-' ND 58201
"9 STATE OF .tui
NOTES:
1.SEE SHEETS 6 8 7 FOR DETAILED ANCHOR INSTALLATION REQUIREMENTS. A L
2.THRU FRAME-MASONRY,WOOD OR METAL OPENING. 4/11/2015
THRU FIN-WOOD OPENING. LUCAS A.TURNER,P.E.
FLPE01
3.OVERALL SIZE MUST NOT EXCEED THE MAX.WIDTH AND HEIGHT OF #
RECTANGULAR WINDOWS ON SHEET 1. 123399 JABARA AVE.A
NORTH PORT,FL 34288
4.ANCHOR SPACING FOR ARCHITECTUAL FLANGE AND FIN WINDOWS PH.941-300-1574
Ll MUST FOLLOW THE LAYOUTS SHOWN ON SHEETS 6 8 7,WITH ANCHOR SHEET DESCRIPTION:
7/4 CIRCLE
SPACING MEASURED ALONG THE LENGTH OF THE PRODUCT.
TRIANGLE ARCHITECTURAL SHAPES
DRAWN BY: DATE:
ADE 05/05/07
DWG#: REV.:
CWS-159 D
SCALE: SHEET
1:1 20F8
14 MAX.
(TO.C.(TYP.) WINDOW SYSTEMS
4'MAX.(TYP.) S'MAX.O,C.(TYP.)
6"MAX.(TYP.) SEE NOTE 2 SEE NOTE 2 1900 SW 44TH AVE.
4"MAX.(TYP.)
6"MAX.(TYP.) OCALA,FLORIDA 34474
—————————— ---------- WWW.CWS.CC
I I I I
I I ► I 8300 PVC
MAX O.C. I I PICTURE 1MNDOW
INSTALLATION (TYP.) I I INSTALLATION IMPACT
ANCHOR(TYP.)
ANCHOR(TYP.)
14° I I I I
MAX O.C. T r
(TYP-)
I I I a
O I I O I a � � i
O � a O �
Il„ 1' WQQ --M;:
W
I I I I � w
I z ° m
I I I z
I I I e � oIt cn
LL
� w ¢ z O
¢ aaam
I I I I w � m
—————————— ——————————
a a a vUi
Q. fL
ANCHOR LAYOUT-(FLANGE) ANCHOR LAYOUT-(FIN) o U m ¢ 0
DP+/-55 PSF DP+/-55 PSF
.x,,45 SPD..........
: �,,''
FN
' No 58201 '��
pr;
NOTES: Z9�� STATE OF .441
p
1.INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION.ANCHOR SPACING APPLIES TO ALL SHAPES(SEE SHEET 2)ALONG ALL FRAME EDGES. SILL ANCHOR SPACING SAME AS HEAD. ..1
i
2.SHIM AS REO 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.
3.ANCHOR TYPE,SIZE,SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS,SEE TABLE 1,SHEET 8. 4/11/2015
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.
FL PE#58201
BE PROTECTED TO PREVENT REACTION. 1239 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 8. 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. ANCHOR SCHEDULE&
INSTALLATIONS TO SOLID CONCRETE OR GROUT-FILLED CMU MAY INCLUDE BUT DO NOT REQURE 1X WOOD BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. NOTES
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,1"FOR WOOD AND METAL, DRAWN BY: DATE:ADE 05/05/07
8.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. Dwc S: REV.:
SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET,SHEET 8. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. CWS-159 D
9.SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: SCALE: SHEET
FMA/AAMA 100(FIN WINDOWS),FMA/AAMA 200(FLANGE WINDOWS), FMANVDMA 250(BOX WINDOWS),FMA/AAMA/WDMA 300(EXTERIOR DOORS) 120 6 OF 8
MIN.EMBEDMENT
TE
TYPICAL HEAD ANCHORAGE SEE TABLE 1 BY OTHERS
WIND
BY OTHERS WINDOW SYSTEMS
114"MAX.SHIM SEE TABLE 1 MIN.EDGE DIST. SUBSTRATE 1900 SW 44TH AVE.
MIN.EDGE DIST. 1/4"SEE TABLE 1 BY OTHERS OCALA,FLORIDA 34474
SEE TABLE I �- MAX.SHIM SEE TABLE I V�VVVJ,CWS.CC
SUBSTRATE BY OTHERS MIN.EDGE DIST.
SEE TABLE 1
SEE TABLE 1 MIN.EMBEDMENT 8300 PVC
PERIMETER SEALANT SEE TABLE 1 SEE INSTALLATION ANCHOR— PICTURE UVIN®OW
BYINSTALLER
INSIDE AND OUT MIN.EMBEDMENT
SEE TABLE 1 IMPACT
SEALANT BEHIND C= - C3
FLANGE BY INSTALLER �n v co
1/4°MAX.SHIM
orn `mnul
PERIMETER SEALANT c—c-)
c� o o t-
PERIMETER SEALANT BYINSTALLER m
BYINSTALLER INSIDE AND OUT
INSIDE AND OUT w w wo }
INSTALLATION ANCHOR p
SEALANT BEHIND SEE TABLE 1 I- w ¢ ¢ m
FLANGE BY INSTALLER SEALANT BEHIND Z p
FIN BY INSTALLER v O U s ZO
INSTALLATION ANCHOR B HORIZONTAL SECTION e HORIZONTAL SECTION � F
SEE TABLE 1 B TYPICAL FIN ANCHORAGE o �`
B TYPICAL JAMB ANCHORAGE
HEAD AND SILL SIMILAR FOR FIN INSTALLATION a ¢ z crW
n' ¢ a
O �
¢ 6 ¢ m
13
a a a a w
SEALANT BEHIND 1/4"MAX.SHIM D U m ¢ Z
FLANGE BY INSTALLER O
sol PNOREW+T�a�'i
PERIMETEREREALANT MIN.EMBEDMENTBYINSTALL
INSIDE AND OUT SEE TABLE 1 No 58201 "'�1>
SUBSTRATE BY OTHERS a
SEE TABLE 1 MIN.EDGE DIST. 90� STATE OF :��
SEALANT UNDER SCREW A VERTICAL SECTION SEE TABLE 1 � ..C O R 1 p p
HEAD BY INSTALLER 8 TYPICAL SILL ANCHORAGE O
X
pS±ONAt1� ,`��
�
TABLE 1:APPROVED INSTALLATION FASTENERS 4/11/2015
LUCAS A.TURNER,P.E.
FRAME TYPE SUBSTRATE TYPE ANCHOR TYPE MIN.EMBEDMENT MIN.EDGE DIST. FL PE#58201
FLANGE CONCRETE(2.0 KSI MIN.) 3/16"ITW TAPCON 1-1/2" 1-1/8" 1239 JABARA AVE.
PERIMETER SEALANT NORTH PORT,FL 34288
FLANGE HOLLOW OR GROUT-FILLED CMU(117 PCF MIN.) 3/16"ITW TAPCON 1" 2" BYINSTALLER PH.941-380-1574
FLANGE CONCRETE(2.85 KSI MIN.) 3/16"ELCO ULTRACON 1" 1" //
INSIDE AND OUT
D HORIZONTAL SECTION SHEET DESCRIPTION:
FLANGE GROUT-FILLED CMU(ASTM C-90) 3/16"ELCO ULTRACON 1-1/4" 2-1/2" 8 BOX FRAME INSTALLATION
FLANGE 2X MIN.SOUTHERN PINE(G=0.55) 3116"ITW TAPCON 1.3/8" 718„ HEAD AND SILL SIMILAR FOR BOX INSTALLATION INSTALLATION DETAILS
OR ELCO ULTRACON
FLANGE 2X MIN.SOUTHERN PINE(G=0.55) #10 WOOD SCREW 1-3/8" 7/8" FLANGE REMOVAL NOTE:PARTIALLY OR FULLY REMOVING THE FLANGE, DFIA VN BY: DATE:
16 GAUGE(0.060")MIN.STEEL STUD #10.16 HILTI KWIK-FLEXOR ITW FULL THREAD UP TO AND INCLUDING A BOX-FRAME APPLICATION IS ACCEPTABLE PROVIDED: ADE 05/05/07
FLANGE (33 KSI YIELD MIN) TEKS SELF-DRILLING SCREW THRU 0.060" 7/16 D G#: REV.:
1/8'ALUM.(6063-TS MIN.)OR #10 GRADE 5 SELF-TAPPING/ FULL THREAD MIN.1/4"FILLET OF CONSTRUCTION-GRADE ADHESIVE CAULK IS APPLIED
F 1/8'STEEL(33 KSI MIN.) DRILLING SCREW THRU 0.125° 7/16" INSIDE AND OUT,FULL PERIMETER,BY INSTALLER. CWS-159 D
PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS SCALE: SHEET
IN 2X MIN.SOUTHERN PINE(G=0.55) #8 WOOD SCREW 1-1l2" 7116" SHOWN FOR FLANGE WINDOWS. 1:2 BOF 8