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Product Aoproval Meru > Product or Application Search > Application List > Application Detail
FL #
FL17387-R2
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 Ext291
jlathrop@cws.cc
Authorized Signature Kevin Pine
kpine@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 Arturo Monteverde
Address/Phone/Email 1900 SW 44th Ave
Ocala, FL 34474
(352)368-6922 Ext221
amonteverde@cws.cc
Category Windows
Subcategory Fixed
Compliance Method
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 (of Standard)
Equivalence of Product Standards
Certified By
Sections from the Code
File copy
REVIEWED F0I4
CODE COMPLIANCE
ST. LUCIE COUNTY
ROCC
Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
D Evaluation Report - Hardcopy Received
Lucas A. Turner
PE-58201
Keystone Certifications, Inc.
07/21/2030
Steven M. Urich, PE
"mil Validation Checklist - Hardcopy Received
FL17387 R2 COI EvalReoort10328.odf
Standard
AAMA/WDMA/CSA 101/I.S.2/A440-08
ASTM E1886-05
ASTM E1996-05/09
Year
2008
2005
2009
https://www.floridabuilding. org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsRyNwiNWDr... 11 /6/2020
Florida Building Code Online
Page 2 of 2
Product Approval Method Method 1 Option D
Date Submitted
09/28/2017
Date Validated
09/29/2017
Date Pending FBC Approval
10/04/2017
Date Approved
12/12/2017
Date Revised
08/10/2020
Summary of Products
FL #
Model, Number or Name
Description
17387.11
PW-8150 Vinyl Fin/Flange Picture
PW-8150 Vinyl Fin/Flange Picture Window, Impact, WZ3
Window
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FL17387 R2 II CWS-1032B.Ddf
Approved for use outside HVHZ: Yes
Verified By: Lucas A. Turner PE-58201
Impact Resistant: Yes
Created by Independent Third Party: Yes
Design Pressure: +60/-60
Evaluation Reports
Other: PW-8150, Max, size 36" x 72", DP +/-60 PSF. Glass
FL17387 R2 AE EvalReport1032B.odf
conforms to ASTM E1300-04.
Created by Independent Third Party: Yes
17387.2
PW-8300 Vinyl Fin/Flange Picture
PW-8300 Vinyl Fin/Flange Picture Window, Impact, WZ3
Window
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FL17387 R2 ii CWS-1033B.Ddf
Approved for use outside HVHZ: Yes
Verified By: Lucas A. Turner PE-58201
Impact Resistant: Yes
Created by Independent Third Party: Yes
Design Pressure: N/A
Evaluation Reports
Other: PW 8300, See Installation Detail for Max. Sizes and
FL2_7387 R2,,,AE EvaIR2D,grt103;jB pdf
DP. Glass conforms to ASTM E1300-04.
Created by Independent Third Party: Yes
Back Next
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:
ME® 6L'is
Credit Card
Safe
https://www.floridabuilding. org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsRyNwiNWDr... 11 /6/2020
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1
Sections from the Code
Product Approval Method
Date Submitted
Date Validated
Date Pending FBC Approval
Date Approved
Date Revised
Summary of Products
Method 1 Option D
09/28/2017
09/29/2017
10/04/2017
12/12/2017
08/10/2020
RECEIVED
C 2020
Permitting Department
St. Lucie Cotanty
FL #
Model, Number or Name
Description
17387.1
PW-8150 Vinyl Fin/Flange Picture
PW-8150 Vinyl Fin/Flange Picture Window, Impact, WZ3
Window
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FL17387 R2 II CWS-1032B.pdf
Approved for use outside HVHZ: Yes
Verified By: Lucas A. Turner PE-58201
Impact Resistant: Yes
Created by Independent Third Party: Yes
Design Pressure: +60/-60
Evaluation Reports
Other: PW-8150, Max, size 36" x 72", DP +/-60 PSF. Glass
FL17387 R2 AE EvalReport1032B.pdf
conforms to ASTM E1300-04.
Created by Independent Third Party: Yes
17387.2
PW-8300 Vinyl Fin/Flange Picture
PW-8300 Vinyl Fin/Flange Picture Window, Impact, WZ3
Window
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FL17387 R2 II CWS-1033B.pdf
Approved for use outside HVHZ: Yes
Verified By: Lucas A. Turner PE-58201
Impact Resistant: Yes
Created by Independent Third Party: Yes
Design Pressure: N/A
Evaluation Reports
Other: PW-8300, See Installation Detail for Max. Sizes and DR
FL17387 R2 AE EvalReport1033B.pdf
Glass conforms to ASTM E1300-04.
Created by Independent Third Party: Yes
Bacx Next
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 mall. 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:
12 El Wall eChec M
Credit Card
Safe
\ .ennnei flnrirhhi i ilrlinn nrn/nr/nr nnn rltl acnv9nar .erIto/-9fR9r1PTlrlrll 7n0/'3rl0%'2rl 9/9
7:
M
O
FI
H
PICTURE WINDOW - LARGE MISSILE IMPACT
37 1/4'
MAX OVERALL
FLANGE WIDTH
36'
MAX. UNIT WIDTH
31 13116"
GLASS DLO
A
I
I
„4"
B
I
I
I
I
I B
O(.
I
ERALL
I
I
ANGE
IGHT
I
I
72'
I
I
I
I
I
MAX.
I
I
I
UNIT
I
I
HEIGHT
I
I
67 13/16"
GLASS
I
I
I
I
�
I
B
DLO
6
16
I
I
I D
I
I
I
TABLE OF CONTENTS
GENERAL NOTES & ELEVATIONS.......1
ARCHITECTURAL SHAPES...................2
SECTION VIEWS & GLAZING................3
EXTRUSIONS & B.O.M...........................4
ANCHOR SCHEDULE & NOTES ............ 5
INSTALLATION DETAILS.......................6
A
6
GENERAL NOTES:
1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED
TO COMPLY WITH THE FLORIDA BUILDING CODE (FBC), CURRENT
EDITION AND IS RATED FOR WIND ZONE 3 MISSILE LEVEL D IMPACT
USE AS DEFINED IN ASTM E 1996 PER THE FBC.
THIS PRODUCT MAY NOT BE USED IN THE HIGH VELOCITY HURRICANE
ZONE (HVHZ) OR IN ASTM E 1996 WIND ZONE 4 AREAS.
2. GLAZING OPTIONS: (SEE SHEET 3)
3. CONFIGURATIONS: "0". ARCHITECTURAL SHAPES INCLUDE, BUT ARE
NOT LIMITED TO, THOSE SHOWN ON SHEET 2.
4. DESIGN PRESSURE RATING:
-NEGATIVE DESIGN LOADS BASED ON, TESTED PRESSURE AND
GLASS TABLES ASTM E-1300-04e01/09.
-POSITIVE DESIGN LOADS BASED ON, TESTED PRESSURE, WATER
INFILTRATION TEST PRESSURE AND GLASS TABLES
ASTM E-1300-04e01/09.
5. ANCHORAGE: THE 331/3% STRESS INCREASE HAS NOT BEEN USED
IN THE DESIGN OF THIS PRODUCT. SEE SHEET 6 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 ARE FULLY WELDED.
8. SERIES / MODEL DESIGNATION PW-8150.
9. THE DESIGNATION X AND 0 STAND FOR THE FOLLOWING:
O = FIXED SASH.
10. SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR
LOCATION.
MAX. UNIT SIZE
DESIGN PRESSURE RATING
I IMPACT RATING
36" x 72"
+/- 60 PSF
LARGE MISSILE IMPACT
Lucas
Turner
2017-08-30
17:08+20:00
k ymmo Ul /11
1900 SW 44TH AVE.
OCALA, FLORIDA 34474
W W W.CwS.Cc
8150 PVC
PICTURE WINDOW
IMPACT
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8/29/2017
LUCAS A. TURNER, P.E.
FL PE # 58201
1239 JABARA AVE.
NORTH PORT, FL 34288
PH. 941-380-1574
GENERAL NOTES AND
ELEVATIONS
EMK 1 10/06/14
CWS-1032 B
CALE SHEET
1:15 1 OF 6
FULL CIRCLE
ii!!: 11
1/2 CIRCLE
1/4 CIRCLE
FULL ELLIPSE (OVAL)
OCTAGON
TRIANGLE
TOMBSTONE
TRAPEZOID
NOTES:
1. SEE SHEET 5 FOR DETAILED ANCHOR INSTALLATION REQUIREMENTS.
2. THRU FRAME- MASONRY, WOOD OR METAL OPENING.
THRU FIN - WOOD OPENING.
3. OVERALL SIZE MUST NOT EXCEED THE MAX. WIDTH AND HEIGHT OF
RECTANGULAR WINDOW ON SHEET 1.
4. ANCHOR SPACING FOR ARCHITECTUAL FLANGE AND FIN WINDOWS
MUST FOLLOW THE LAYOUTS SHOWN ON SHEET 5, WITH ANCHOR
SPACING MEASURED ALONG THE LENGTH OF THE PRODUCT.
WINDOW SYSTEMS
1900 SW 44TH AVE.
OCALA, FLORIDA 34474
W W W.CW S.CC
8150 PVC
PICTURE WINDOW
IMPACT
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8/29/2017
LUCAS A. TURNER, P.E.
FL PE # 58201
1239 JABARA AVE.
NORTH PORT, FL 34288
PH. 941-380-1574
ARCHITECTURAL
SHAPES
EMK 1 10/06/14
CWS-1032 B
:ALE SHEET
1:1 2 OF 6
C509bm
WINDOW SYSTEMSffl
INTERIOR 1900 SW 44TH AVE.
OCALA, FLORIDA 34474
www.cws.cc
7 - O 1 7 8150 PVC
10 10 PICTURE WINDOW
QQ IMPACT
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11 3/8' AIR SPACE O w H it W S of
a F- n of EL
5/16" LAMINATED
10 1 1!8' ANNEALED `�`1dOREW,to�i,
.105 DUPONT PVB INTERLAYER �,PS✓'�GENy'rG•Q �i
118" ANNEALED -i No 58201 •: i1
INTERIOR * • * •
9 STATE OF
10 PURFECT GLAZE'H" OR SIKAFLEX 552 S�'L
10 1 '4ryStONA1
q&)-
1/2' GLASS BITE8 JI ��8/29/2017
2
OOO
LUCAS A. TURNER, P.E.
- - FL PE # 58201
0 _
1239 JABARA AVE.
NORTH PORT, FL 34288
7 OQO� PH. 941-380-1574
SECTION VIEW A -A O� SHEET DESCRIPTION:
ALTERNATE FIN FRAME SECTION VIEWS AND
0 GLAZING DETAIL
DRAWN BY: DATE*
EMK 10/06/14
1:1 DWG REV,
CWS-1032 B
SCALE SHEET
1:2 3OF6
PARTS LIST
DESCRIPTION
SASH STOP
SINGLE HUNG FIN FRAME
SINGLE HUNG FLANGE FRAME HEAD
LINE ITEMS NOT USED:
9
2
PVC FRAME, FLANGE - H-6049
3/16"
112"—i �r 3' -i
p � 7
SCREW SUPPORT - P-3113
3
PVC FRAME, FIN - H-6048
A
k-k-/tkk)X6( YY 6
WINDOW SYSTEMS
1900 SW 44TH AVE.
OCALA. FLORIDA 34474
www.CwS.CC
8150 PVC
CORNER WELD (ALL SIDES)
SCALE 1:6
PICTURE WINDOW
IMPACT
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16" 3/16" 1 5r16" _
718" 1 1 7!8" 1
1/i6" tr16"
PVC GLAZING BEAD - S-6064 PVC FILLER, SASH STOP - S-6025
zz
8/29/2017
LUCAS A. TURNER, P.E.
FL PE # 58201
1239 JABARA AVE.
NORTH PORT, FL 34288
PH. 941-380-1574
BOM AND EXTRUSIONS
EMK 10/06/14
WG #: REV.:
CWS-1032 B
GALE: SHEET
1:1 4OF6
12' MAX OX
6- MAX (TYI
6- MAX (TYI
20'
MAX O.C.
(TYP.)
ANCHORLAYOUT- (FLANGE)
!2
INSTALLATION
ANCHOR (TYP.)
4' MAX.
4" MAX.
6"
MA
(TY
ANCHOR LAYOUT - (FIN)
NOTES:
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.
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 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, 1" FOR WOOD AND METAL.
B. 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.
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), FMA/WDMA250(BOX WINDOWS), FMA/AAMA/WDMA300(EXTERIOR DOORS)
cau
wlNoow SYSTEMS
ffl
1900 SW 44TH AVE.
OCALA, FLORIDA 34474
W W W.CWS.CC
8150 PVC
PICTURE WINDOW
IMPACT
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8/29/2017
LUCAS A. TURNER, P.E.
FL PE # 58201
1239 JABARA AVE.
NORTH PORT, FL 34288
PH.941-380-1574
ANCHOR SCHEDULE AND
NOTES
EMK 1 10/06/14
CWS-1032 B
:ALE SHEET
1:1 5 OF 6
SUBSTRATE BY OTHER
SEE TABLE 1
PERIMETER SEALANT -
INSIDE AND OUTSIDE
BYINSTALLER
SEALANT BEHIND
FLANGE BY INSTALLER
INSTALLATION
SEE TABLE 1
SEALANT BEHIND
FLANGE BY INSTALLER
PERIMETER SEALANT. -
INSIDE AND OUTSIDE
BYINSTALLER
SUBSTRATE BY OTHER
SEE TABLE 1
TYPICAL HEAD ANCHORAGE
MIN. EDGE DIST.
.. SEE TABLE 1
MIN. EMBEDMEI
SEE TABLE 1
i
114" MAX SHIM
MIN. EMBEDMENT SUBSTRATE BY OTHERS
SEE TABLE 1 SEE TABLE 1
1/4' MAX. SHIM MIN. EDGE DIST. SUBSTRATE
SEE TABLE 1 BY OTHERS
114" MAX. SHIM SEE TABLE 1
MIN. EDGE DIST.
SEE TABLE 1
INSTALLATION ANCHOR -
SEE TABLE 1 MIN. EMBEDMENT
SEE TABLE 1
SEALANT UNDER SCREW
HEAD BYINSTALLER
1/4" MAX SHIM
MIN. EMBEDMENT
SEE TABLE 1
MIN. EDGE DIST.
SEE TABLE 1
CA� VERTICAL SECTION
6 TYPICAL SILL ANCHORAGE
PERIMETER SEALANT
INSIDE AND OUTSIDE
BYNSTALLER
SEALANT BEHIND
FLANGE BYINSTALLER
B HORIZONTAL SECTION
6 TYPICAL JAMB ANCHORAGE
TABLE 1: APPROVED INSTALLATION FASTENERS
FRAME TYPE
SUBSTRATE TYPE
ANCHOR TYPE
MIN. EMBEDMENT
MIN. EDGE DIST.
FLANGE
CONCRETE (2.0 KSI MIN.)
3116" ITW TAPCON
1-112"
1-1/8"
FLANGE
HOLLOW OR GROUT -FILLED CMU (117 PCF MIN.)
3/16" ITW TAPCON
1"
2"
FLANGE
CONCRETE (2.85 KSI MIN.)
3/16" ELCO ULTRACON
1"
1"
FLANGE
GROUT-FILLED"CMU (ASTM C-90)
3/16" ELCO ULTRACON
1-114"
2-1/2"
FLANGE
2XMIN. SOUTHERN PINE (G=0.55)
3/16" ITW TAPCON
OR ELCO ULTRACON
1-318"
718"
FLANGE
2X MIN. SOUTHERN PINE (G=0.55)
#10 WOOD SCREW
1-318"
718"
FLANGE
16 GAUGE (0.060") MIN. STEEL STUD
(33 KSI YIELD MIN)
#10-16 HILTI KWIK-FLEXOR ITW
TEKS SELF_ DRILLING SCREW
FULL THREAD
THRU 0.060"
7/16
FLANGE
1/8" ALUM. (6063-T5_ MIN.) OR
1/8" STEEL (33 KSI MIN.) -
#10 GRADE 5 SELF -TAPPING J
DRILLING SCREW
FULL THREAD -
THRU 0.125"
- 7/16' .
FIN
2XMIN. SOUTHERN PINE (G=0.55)
#8 WOOD SCREW
1-1/2"
7/16"
PERIMETER
INSIDE AND
BY INSTALLE
PERIMETER SEALANT
INSIDE AND OUTSIDE
BYINSTALLER
INSTALLATION ANCHOR
SEE TABLE 1
SEALANT BEHIND
FIN BY INSTALLER
HORIZONTAL SECTION
6 TYPICAL FIN ANCHORAGE
HEAD AND SILL SIMILAR FOR FIN INSTALLATION
a0gogwim
WINDOW SYSTEMS
1900 SW 44TH AVE.
OCALA, FLORIDA 34474
WWW.CWS.CC
8150 PVC
PICTURE WINDOW
IMPACT
Q 3: ¢Z3r
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LUCAS A. TURNER, P.E.
FL PE # 58201
1239 JABARA AVE.
HORIZONTAL SECTION
NORTH PORT, FL 34288
6 BOX FRAME INSTALLATION
PH. 941-380-1574
HEAD AND SILL SIMILAR FOR BOX INSTALLATION
SHEET DESCRIPTION:
INSTALLATION DETAILS
FLANGE REMOVAL NOTE: PARTIALLY OR FULLY REMOVING THE FLANGE,
DRAWN BY:
DATE:
UP TO AND INCLUDING A BOX -FRAME APPLICATION IS ACCEPTABLE PROVIDED:
EMK
10/06/14
MIN. 1/4" FILLET OF CONSTRUCTION -GRADE ADHESIVE CAULK IS APPLIED
DWGtt:
REV.:
INSIDE AND OUTSIDE. FULL PERIMETER, BY INSTALLER.
CWS-1032
B
PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS
SCALE
SHOWN FOR FLANGE WINDOWS.
SHEET
1:2
6 OF 6
Product Approval Method Method 1 Option A File COPY
Date Submitted 01/28/2020 RECEIVED
Date Validated 01/28/2020
Date Pending FBC Approval M
NOV-0 6 2020
Date Approved 02/06/202R� dI IU
Date Revised 07/3],, DE r OMPLIANG6it1a'mngDepaftm't
6�J�d.•j/ `\�C COUNTY
St. LUcretounty
Summary of Products ST.. LUCIE COUNTY
FL #
Model, Number or Name
Descripti
13010.1
PW-8150 PVC Fixed Window
PW-8150 PVC Fig/Fin Fixed Window
Limits of Use
Certification Agency Certificate
Approved for use in HVHZ: Yes
FL13010 RIO C CAC 138-1357 C1RO.pdf
Approved for use outside HVHZ: Yes
FL13010 R10 C CAC 138-1362 CIRO.pdf
Impact Resistant: Yes
FL13010 R1O C CAC 138-562 QRO.pdf
Design Pressure: N/A
Quality Assurance Contract Expiration Date
Other: PW-8150, 36" x 72" and 72" x 76" see installation
09/14/2022
detail for DPs. Large Missile Impact. In HVHZ may only be used
Installation Instructions
up to 30ft above grade. Glass complies to ASTM E1300-04.
FL13010 RIO II CWS-433D.pdf
Verified By: Lucas A. Turner 58201
Created by Independent Third Party: No
-
Evaluation Reports
FL13010 RIO AE EvalReport433D.pdf
Created by Independent Third Party: Yes
13010.2
PW-8150 PVC Fixed Window
PW-8150 PVC Flg/Fin Fixed Window, Continuous Head & Sill.
Limits of Use
Certification Agency Certificate
Approved for use in HVHZ: Yes
FL13010 R10 C CAC 138-261.pdf
Approved for use outside HVHZ: Yes
FL13010 RIO C CAC 138-705.pdf
Impact Resistant: Yes
FL13010 RIO C CAC 138-706.pdf
Design Pressure: +67.5/-67.5
Quality Assurance Contract Expiration Date
Other: Large Missile, Dp = +/- 67.5 psf, Max. size 74 1/8" x
08/12/2022
72". Outer, lite must be safety glass above 30 ft. in HVHZ. Glass
Installation Instructions
complies to ASTM E1300-04.
FL13010 R10 II CWS-510C.pdf
Verified By: Lucas A. Turner 58201
Created by Independent Third Party: No
Evaluation Reports
FL13010 R10 AE EvalReport510C.pdf
Created by Independent Third Party: Yes
13010.3 ___
PW-8300 PVC Fixed Window
PW-8300 PVC Fig/Fin Fixed Window, 120" x 48"
Limits se
Certification Agency Certificate
roved for use in HVHZ: Yes
FL13010 R10 C CAC CAR 138-258.pdf
Approved for use outside HVHZ: Yes
FL13010 R10 C CAC CAR 138-481.pdf
Impact Resistant: Yes
FL13010 R10 C CAC CAR 138-482.pdf
Design Pressure: +70/-70
Quality Assurance Contract Expiration Date
Other: PW-8300, 120" x 48", DP = +/ 70 psf. Large Missile
04/09/2022
Impact. Glass complies to ASTM E1300-04.
Installation Instructions
FL13010 R10 II CWS-373C.pdf
Verified By: Lucas A. Turner, P.E. FL PE #58201
Created by Independent Third Party: No
Evaluation Reports
FL13010 RIO AE EvalReport373C.pdf
Created by Independent Third Party: Yes
13010.4
PW-8300 PVC Fixed Window
Series 8300 PVC Fixed Window, Large Missile Impact, 48" x 72"
unit size - DP55, or 72" x 76" unit size - D067.5 (DP65 outside
HVHZ)
Limits of Use
Certification Agency Certificate
Approved for use in HVHZ: Yes
FL13010 R10 C CAC 138-250 COR4.pdf
Approved for use outside HVHZ: Yes
FL13010 R10 C CAC 138-274 C1R0.pdf
Impact Resistant: Yes
FL13010 R10 C CAC 138-730 C1R0.pdf
Design Pressure: N/A
FL13010 R10 C CAC 138-739 C1RO.pdf
Other: Sizes up to 48" x 72" unit size at design pressures of
FL13010 R10 C CAC CAR 138-1093.pdf
+/-55 psf, or in sizes up to 72" x 76" unit size at design
FL13010 R10 C CAC CAR 138-1320 e2.pdf
pressures of +/-67.5 psf in HVHZ or +/-65 psf outside the
FL13010 R10 C CAC CAR 138-457.pdf
HVHZ, with max. glass daylight sizes as shown in CWS-159E
FL13010 R10 C CAC CAR 138-465.pdf
Glass complies to ASTM E1300-04.
FL13010 R10 C CAC CAR 138-534.pdf
Quality Assurance Contract Expiration Date
04/29/2021
Installation Instructions
FL13010 R10 II CWS-159E.pdf
1Anene1 flnrirlohi dirlinn nrn/nr/nr onn rift 14h=ro%9fZTn7n Fri9n%inQlRhnRPQ%Aio/ qr{o/ Z,{ 9/q
I
PICTURE WINDOW - LARGE MISSILE IMPACT
121 1/4" OVERALL FLANGE WIDTH
120" MAX UNIT WIDTH
117 1/8" GLASS DLO
49 114"
OVERALL
FLANGE
4MAX B
UNIT I O
HEIGHT
45 118'
GLASS
DLO
1 � I
TABLE OF CONTENTS
GENERAL NOTES & ELEVATIONS.......1
ARCHITECTURAL SHAPES...................2
SECTION VIEWS & GLAZING................3
EXTRUSIONS & B.O.M...........................4
ANCHOR SCHEDULE & NOTES ............ 5
INSTALLATION DETAILS.......................6
0
GENERAL NOTES:
{ice
1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED
WINDOW SYSTEMS
TO COMPLY WITH THE FLORIDA BUILDING CODE (FBC), CURRENT
1900 S44THFLORIDA E.
1900 SW 44TH AVE.
EDITION INCLUDING THE HIGH VELOCITY HURRINCANE ZONE (HVHZ)
OCAW 34474
AND IS RATED FOR WIND ZONE 4 MISSILE LEVEL D IMPACT USE AS
W W.CW CC
DEFINED IN ASTM E 1996 PER THE FBC.
2. GLAZING OPTIONS: (SEE SHEET 3)
8300 PVC
3. CONFIGURATIONS: "O". ARCHITECTURAL SHAPES INCLUDE, BUT ARE
PICTURE WINDOW
NOT LIMITED TO, THOSE SHOWN ON SHEET 2.
IMPACT
4. DESIGN PRESSURE RATING:
-NEGATIVE DESIGN LOADS BASED ON, TESTED PRESSURE AND
GLASS TABLES ASTM E-1300-04e01/09.
<
Z 3' ¢ Z
-POSITIVE DESIGN LOADS BASED ON, TESTED PRESSURE, WATER
F
O W O Q fw.. 0 w
INFILTRATION TEST PRESSURE AND GLASS TABLES
w
Z O Z x~ F
ASTM E-1300-04e01l09.
9
�
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LL
w§i z
ANCHORAGE: THE 33113 % STRESS INCREASE HAS NOT BEEN USED
Z
O
Z x 2 ¢ w w 0 O
OFO ¢
IN THE DESIGN OF THIS PRODUCT. SEE SHEET 6 FOR ANCHOR
O
O co 1--Z D- P U) as
DETAILS. WINDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD
0
Z — U) Z O
ANCHOR CALCULATIONS.
¢
O Z O U) Z z Q U
I--W2p
Z
—
¢ O t
6. PRODUCT APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE NOT
REQUIRED.
Of
� F 1"' Z ui
x j3:
w
0 > O 2
7. ALL FRAMES ARE FULLY WELDED.
d
LLmwNOw(nF
Z = d 0 O — (
8. SERIES / MODEL DESIGNATION PW-8300.
O
a
wF0 IL
2: a LU i� w In
9 THE RAND O STAND FOR THE FOLLOWING:
'10i���
O =FAXED SASH.
P�jOREW
10. SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR
6 : y�0 ENgF:,�Qtiy�
Zj "
LOCATION.
_ : No 58201 '�11
MAX. UNIT SIZE
DESIGN PRESSURE RATING
IMPACT RATING
120" X 48"
+/- 70 PSF
I LARGE MISSILE IMPACT
LucasTurne
r
2017-09-22
12:33-04:00
z�
9/22/2017
LUCAS A. TURNER, P.E.
FL PE # 58201
1239 JABARA AVE.
NORTH PORT, FL 34288
PH. 941-380-1574
GENERAL NOTES AND
ELEVATIONS
AWN BY: DATE:
AIDE 05/05/07
/G#: REV.:
CWS-373 C
ALE: SHEET
1:20 1 OF 6
FULL CIRCLE
in_
112 CIRCLE
1/4 CIRCLE
FULL ELLIPSE ("OVAL")
OCTAGON
TRIANGLE
TOMBSTONE
TRAPEZOID
NOTES:
1. SEE SHEET 5 FOR DETAILED ANCHOR INSTALLATION REQUIREMENTS.
2. THRU FRAME - MASONRY, WOOD OR METAL OPENING.
3. OVERALL SIZE MUST NOT EXCEED THE MAX. WIDTH AND HEIGHT OF
RECTANGULAR WINDOW ON SHEET 1.
4. ANCHOR SPACING FOR ARCHITECTUAL FLANGE WINDOWS
MUST FOLLOW THE LAYOUT SHOWN ON SHEET 5, WITH ANCHOR
SPACING MEASURED ALONG THE LENGTH OF THE PRODUCT.
Gamsm
1900 SW 44TH AVE.
OCALA, FLORIDA 34474
W W W.CWS.CC
8300 PVC
PICTURE WINDOW
IMPACT
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No 58201
Z'P STATE OF
c
iI4Ss+ONA;
9/22/2017
LUCAS A. TURNER, P.E.
FL PE # 58201
1239 JABARA AVE.
NORTH PORT, FL 34288
PH. 941-380-1574
ARCHITECTURAL
SHAPES
AWN BY:
DATE.
ADE
05/05/07
JG 9:
REV.:
CWS-373
C
ALE:
SHEET
1:1
2 OF 6
INTERIOR
SECTION VIEW A -A
INTERIOR
SECTION VIEW B-B
QUANEX DURASEAL
IG SPACER
1" OVERALL
1/4" TEMPERED
5116" AIRSPACE
7/16" LAM] GLASS
3116" HEAT STRENGTH
.090 SENTRY GLASS IONOPLAST INTERLAYER
3/16' HEAT STRENGTH
SIKAFLEX 552 OR
PURFECT GLAZE'H"
gal mmm
Qm�mffl
1900 SW 44TH AVE.
OCALA, FLORIDA 34474
W W W .0 W S.CC
8300 PVC
PICTURE WINDOW
IMPACT
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O: STATE
9/22/2017
LUCAS A. TURNER, P.E.
FL PE # 58201
1239 JABARA AVE.
NORTH PORT, FL 3428E
PH. 941-380-1574
SHEET DESCRIPTION:
SECTION VIEWS &
GLAZING DETAIL
ADE
05/05/07
JG #:
REV.:
CWS-373
C
ALE:
SHEET
1:1.33
3 OF 6
PARTS LIST
ITEM
PART #
DESCRIPTION
VENDOR
MATERIAL
1
H-6006B
Fr., PW, Main, Head
Mikron
PVC
2
H-6006B
Fr., PW, Main, Sill
Mikron
PVC
3
H-6006B
Fr., PW, Main, L. Jb.
Mikron
PVC
4
H-6006B
Fr., PW, Main, R. Jb.
Mikron
PVC
5
S-6064
Glazing Bead (1" O.A. I.G.)
Mikron
PVC
6
P-3752
Cap Plug, 1/2" Hole
M$M
Nylon
7
Purfect Glaze "H", SikaFlex 552
Henkel / Sika
Silicone
8
P-3352
Set. Blk., 85 Dur., 1/8" x 5/8".x 2" Lg.
Frank Lowe
Rubber
9
P-3684
PW-8300 Gold Cert. Label, NFRC Tab
10
P-3881
Temporary Lbl. (NFRC/DP)
11
P-3613
CWS Lbl. (logo)
12
GLASS
SEE SHEET 3
Cardinal
Glass
13
P-3113
IScrew Support for PVC
Team Plastic I
Rubber
2 1/16- N
3 118"
�U 1/16"
1
7E!i—rililr
PVC FRAME FLANGE - 6006B PVC GLAZING BEAD - 6064
i r 1/2" 1 3"
13
3/,6.r
SCREW SUPPORT - 3113
FRAME CORNER CONSTRUCTION
/LU1R®U
WINDOWSYSTEMSB
1900 SW 44TH AVE.
OCALA, FLORIDA 34474
W W W.CW S.CC
CORNER WELD (ALL SIDES)
8300 PVC
PICTURE WINDOW
IMPACT
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i
9/22/2017
LUCAS A. TURNER, P.E.
FL PE # 58201
1239 JABARA AVE.
NORTH PORT, FL 34288
PH. 941-380-1574
BOM AND EXTRUSIONS
ADE
05/05/07
JG #:
REV.:
CWS-373
C
ALE:
SHEET
1:1
4 OF 6
6" MAX (TYP.;
6• MAX. (TYP.]
9•
MAX O.C.
(TYP.)
9" MAX. O.C. (TYP.)
SE
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ANCHORLAYOUT-(FLANGE)
E NOTE 2
INSTALLATION
ANCHOR (TYP.)
NOTES:
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.
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 REQURE 1X WOOD BUCKS BETWEEN THE PRODUCT AND 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. 1" FOR WOOD AND METAL.
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.
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), FMA/WDMA 250(BOX WINDOWS), FMA/AAMA/WDMA 300(EXTERIOR DOORS)
99mg
1900 SW 44TH AVE.
OCALA, FLORIDA 34474
wwW.CWS.CC
8300 PVC
PICTURE WINDOW
IMPACT
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59% STATE OF tW+
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SS+ONA������
z�
9/22/2017
LUCAS A. TURNER, P.E.
FL PE # 58201
1239 JABARA AVE.
NORTH PORT, FL 34288
PH. 941-380-1574
ANCHOR SCHEDULE &
NOTES
ADE ' 1 05/05/07
CWS-373 C
ALE SHEET
1:20 5 OF 6
TYPICAL HEAD ANCHORAGE
MIN. EMBEDMENT
SEE TABLET
SUBSTRATE
BY OTHERS
MIN. EDGE DIST.
1/4' MAX. SHIM
SEE TABLE 1
SUBSTRATE BY OTHERS
SEE TABLE 1
SEE TABLE 1
MIN. EDGE DIST.
MIN. EMBEDMENT
SEE TABLE 1
PERIMETER SEALANT
SEE TABLE 1
BY INSTALLER
INSTALLATION ANCHOR
INSIDE AND OUT
SEE TABLE 1
SEALANT BEHIND
❑�
FLANGE BY INSTALLER
�l
1l4' MAX SHIM
INSTALLATION ANCHOR
SEE TABLE 1
SEALANT FLANGE BY INSTALLER—\ fG7 �j���lJ Al = 1/4' MAX. SHIM
IN9 DEEAND R I /A / I V/� MIN. E
DME
BYINSTALLESEE TABLE I
SUBSTRATE BY OTHERS '
SEE TABLE 1 N. EDGE DIST.
SEE TABLE 1
SEALANT UNDER SCREW— A VERTICAL SECTION
HEAD BY INSTALLER 6 TYPICAL SILL ANCHORAGE
TABLE 1: APPROVED INSTALLATION FASTENERS
SUBSTRATE TYPE
ANCHOR TYPE
MIN. EMBEDMENT
MIN. EDGE DIST.
CONCRETE (2.0 KSI MIN.)
3/16" ITW TAPCON
1-1/2"
1-1/8"
HOLLOW OR GROUT -FILLED CMU (117 PCF MIN.)
3/16" ITW TAPCON
1"
2"
CONCRETE (2.85 KSI MIN.)
3116" ELCO ULTRACON
- 1"
1"
GROUT -FILLED CMU (ASTM C-90)
3116" ELCO ULTRACON
1-114"
2-112"
2XMIN. SOUTHERN PINE (G=0.55)
3/16" ITW TAPCON
OR ELCO ULTRACON
1 3/8"
7/8"
2XMIN. SOUTHERN PINE (G=0.55)
#10 WOOD SCREW
1-3/8"
7/8"
16 GAUGE (0.060") MIN. STEEL STUD
(33 KSI YIELD MIN)
#10-16 HILTI KW IK-FLEX OR ITW
TEKS SELF -DRILLING SCREW
FULL THREAD
THRU 0.060"
7116"
1/8' ALUM. (6063-T5 MIN.) OR
1/8" STEEL (33:KSI MIN.)_ _ `
#10 GRADE 5 SELF -TAPPING !
DRILLING -SCREW -
FULL THREAD -
THRU 0.125'
: - --
7/t
�— PERIMETER SEALANT
BYINSTALLER
INS DE AND OUT
SEALANT BEHIND
FLANGE BY INSTALLER
B HORIZONTAL SECTION
6 TYPICAL JAMB ANCHORAGE
PERIMETER SEALANT ll / / .
BYINSTALLER
INSIDE AND OUT
C HORIZONTAL SECTION
6 BOX 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.
2000
1900 SW 44TH AVE.
OCALA, FLORIDA 34474
www.cwS.CC
8300 PVC
PICTURE WINDOW
IMPACT
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No 58201
:*; } :*=
ZO: STATE OF •4i:
%
z�
9/22/2017
LUCAS A. TURNER, P.E.
FL PE # 58201
1239 JABARA AVE.
NORTH PORT, FL 34288
PH.941-380-1574
INSTALLATION DETAILS
RAWN BY.
DATE
AIDE
05/05/07
WG k
REV.,
CWS-373
C
GALE`
SHEET
1:2
6OF6
David Ward
To: Richard
Subject: BUILDERS
If you can call them and tell them I will still be handling there account but because of all the
Jobs that he cant set up the installs which will be your job and any service work that they need.
Before you send it may I look at it.
CAPP CONST -MICKEY OWNER-772-473-9710
MATT ROTH CONST 772-473-5656
RIC CAPP-772-473-1783
RANDY READ-772-473-5447
BILL JENITY-/IRPM 772-480-2332-
DREW /IRPM
RANDY HINES CONST-772-473-6076
Darwyn Jones <Darwyn@jonesandjonesinc.com 772-778-4152
RYAN JONES-772-766-4757
STEVE SUPPLE CONST-772-538-9486
JIM FORTIER /SEA OAKS-772-473-2043
BANOV CONSTRUCTION-772-299-6565
TRENDSETTERS/PAT772-633-6914
ALPHA CONST CJ772-913-3242
KB CONST KEITH-772-473-0865
KB CONST MARK BAKER-772-453-5970
WESTMARK-MIKE BAUER(FATHER OWNS COMPANY)-772-
WESTMARK MIKE HUNLEY(RUNS THE SHOW)772-633-2900
MATHERNE CONST-DENNIS (OWNER)-772-473-0827
MATHERNE CONST (RUNS COMPANY) LARRY-772-569-4510
PATTON CONST-ANTHONY-772-473-1786
RIVERVIEW CONST-RONNIE-772-360-8678
CEMCO-ALI772-713-8499
DIRRICO CONST-FRED-772-473-0651
ED-EAS-772-559-2679
JC WELTON-CHRIS-772-473-3319
HCH CONST -CHRIS HARRINGTON-772-473-o690
I HAVE OTHERS BUT THIS IS A START
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