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Florida Building Code Online
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ar Product Approval
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Product ARpmval Menu > Product or Application Search > BRolication Lis l > Application Detail
FL # FL17354-R2
Application Type Affirmation
Code Version
2017
Application Status
Approved
Comments
Archived
ID
Product Manufacturer
Custom Window Systems Inc.Address/Phone/Email
1900 SW 44th Avenue
FRONT
Ocala, FL 34474(352)
368-6922 Ext 291
jlathrop@cws.cc
Authorized Signature
Kevin Pine
F RE
kpine@cws.cc
{
ZNG.
Technical Representative
Erin Koss
Address/Phone/Email
1900 SW 44th Ave.
TECH.
Ocala, FL 34474
(352) 368-6922 Ext 291
ekoss@cws.cc
Quality Assurance Representative
Address/Phone/Email
Category
Subcategory
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
Jay Lathrop
1900 SW 44th Ave.
Ocala, FL 34474
(352) 368-6922 Ext 291
jlathrop@cws.cc ,
Windows
Fixed
Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
0 Evaluation Report - Hardcopy Received
Lucas. A Turner ®vt
Keystone Certifications, Inc. ��VOV ®M• Ov ��
07/21/2020 OG N `G fJ
Steven M. Urich, PE
1 Validation Checklist- HardcoiveO�V
FL17354 R2 COI EyalReo CWS-944A (`PW-615, NI)Vp
Standard If Y_e_ar
AAMA/WDMA/CSA 101/1.5.2/A440-08 2006
ASTM E1300-04 2004
Sections from the Code
hfps://www.floridabuilding.org/pr/pr_app_dU.aspx?param=wGEVXQwtDgsRyNwiNWDrYw%26%2frk3exDYdimZgpt%2boMytOZjOcRz%2fKhw%3d°/P3d 1/2
11/26/2019
L
I
Florida Building Code Online
I affirm that there am no changes in the new Florida Building
Code which affect my product(s) and my product(s) are in
compliance with the new Florida Building Code.
Documentation from approved Evaluation or Validation Entity ) Yes ) No ! N/A
Product Approval Method
Date Submitted
Date Validated
Date Pending FBC Approval
Date Approved
Summary of Products
FL17354 R2 COC 6thEdFBC-FL17354.Ddf
Method 1 Option D
09/14/2017
09/14/2017
09/15/2017
FL
Model, Number or Name
Description
17354.1-
PW-615 Vinyl Fixed Window
PW-615 Vinyl Fixed Window, Non -Impact
Limits of Use: j
Installation Instructions
-Approved for use in HVHZ: No
FL17354 R2 II CWS-944A (PW-615,j9j)yp�j
Approved for use outside HVHZ: Yes
Verified By: Lucas A. Tuner PE-58201
Impact Resistant: No
Design Pressure: +50/-50
Created by Independent Third Party: Yes
Evaluation Reports
Other: PW-615, Max sizes 54" x 96" & 68" x 76", Fin, Flange,
FL17354 R2 AE EvalRep CWS-944A (PW-615,_yI),Rd[
DP +50/-50 PSF.. Glass complies with ASTM E3300-04.
Created by Independent Third Party: Yes
17354.2 ..�;- +
PW-655 Vinyl Fixed Window
PW-655 Vinyl Fixed Window, Non -Impact
Limits of Use, - '
Installation Instructions
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
FL17354 R2 II CWS-945A ( Wpm- r5, NI)_pfj
Verified By: Lucas A. Turner PE-58201
Impact Resistant: No
Created by Independent Third Party: Yes
Design Pressure: +50/-50
Evaluation Reports
Other: PW-655, Max sizes 54" x 96" & 68" x 76", Fin, Flange,
FL17354 R2 AE EvalRep CWS-945A (1DW-655„ Nl)�p
Created by Independent Third Party: Yes
DP +50/-50 PSF. Glass complies with ASTM E1300-04.
Back FNezt
[contact Us :: 2601 Blair Stone Road. Tallahassee F 32399 Phone: 850-487-1824
The State of Florida Is an AA/EEO employer. Cocyright 2007-2013 State of Florida.:: Pnvacv 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),
Flonda Statutes, effective October 1, Z012, 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 ofitlal 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 dick here .
product Approval Accepts:
® in Rid Ck`— M
Credit Card
Safe
hftps:IA v .floridabuilding.org/pr/pr app_dd.aspx?param=wGEVXQwtDgsRyNwiNWDrYwP/o2b%2frk3exDYdimZgpt%2boMytOZjGcRzP/p2fKhw%3dP/p3d 212
PICTURE WINDOW - NON -IMPACT
Y/1/9' 1ViN{it WID I
96' MAX UNIT WIDTH
8871W GLASS DLO
A
fi
--
IGHT
IGHI
I
$0 B
MAX
UNIT
O
HEIGHT
Lit
C I
TABLE OF CONTENTS
GENERAL NOTES 8 ELEVATIONS ..... 1
ARCHITECTURAL SHAPES.................2
GLAZING DETAILS.......:.......................3
SECTION VIEWS S ALT. FRAME ....... A
DP CHART, BOM S EXTRUSIONS
ANCHOR SCHEDULE 8 NOTES .......... 6
INSTALLATION DETAILS.....................7
Cf I A - 1
A
691/4' FLANGE WIDTH
69' MAX UNIT WIDTH
�607/9' GLASS DLO-={
U4•
WGE
IGHr
76•
O
MAX
UNIT
HEIGHT
GLASS
DLo
E
GENERAL NOTES-
1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED
TO COMPLY WITH THE FLORIDA BUILDING CODE (FBC), CURRENT
EDITION.
2. GLAZING OPTIONS: (SEE SHEET 3)
3. CONFIGURATIONS:'O'. ARCHITECTURAL SHAPES INCLUDE, BUT ARE
NOT LIMITED TO, THOSE SHOWN ON SHEET 2.
4. DESIGN PRESSURE RATING (SEE SHEET 5):
-NEGATIVE DESIGN LOADS BASED ON, TESTED PRESSURE AND
GLASS TABLES ASTM E-1300-04.
-POSITIVE DESIGN LOADS BASED ON, TESTED PRESSURE, WATER
INFILTRATION TEST PRESSURE AND GLASS TABLES
ASTM E-1300-04.
S. ANCHORAGE: THE 33 1/3 % STRESS INCREASE HAS NOT BEEN USED
IN THE DESIGN OF THIS PRODUCT. SEE SHEET 7 FOR ANCHOR
DETAILS. WINDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD
ANCHOR CALCULATIONS.
6. NOT APPROVED FOR IMPACT RESISTANCE. IMPACT PROTECTIVE
SYSTEM IS REQUIRED IN WIND BORNE DEBRIS REGION.
7. ALL FRAMES FULLY WELDED.
B. SERIES / MODEL DESIGNATION PW-655.
9. THE DESIGNATION X AND O STAND FOR THE FOLLOWING:
0= FIXED SASH
10. SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR
LOCATION.
MAX.JUNIESIZ17
I DESIGN PRESSURE RATING
IMPACT RATING
66" x 76"
SEE COMPARATIVE ANALYSIS
CHART, SHEET 5
NONE
96 x
NONE
Lucas A. Turner
2015-04-03
16:44-04:00
1900 SW 44TH AVE.
OCALA, FLORIDA 34474
W W W.CWSOC
655 PVC
PICTURE WINDOW
NON -IMPACT
No 58201
a
STATE OF
zz_
LUCAS A. TURNER, P.E.
FL PE 4 58201
1239 JABARA AVE.
NORTH PORT, FL 34288
PH. 941-380-1574
GENERAL NOTES AND
ELEVATIONS
EMK
09/11/14
NG 4:
REV.:
CWS-945
A
SHEET
1:25
1 OF7
FULL CIRCLE
1/2 CIRCLE
1/4 CIRCLE
TRAPEZOID
OCTAGON
T IR ANGLE
WINDOW SYSTEMS
1900 SW 44TH AVE.
OCALA, FLORIDA 34474
WWWOWSOC
655 PVC
PICTURE WINDOW
NON -IMPACT
No 58201
ere + :re
Zvi NOTES: t94. STATE OF 40:
1. SEE SHEET FOR DETAILED ANCHOR INSTALLATION REQUIREMENTS.
Z THRU FRAME - MASONRY, WOOD OR METAL OPENING. 9AA S111NA' EC,
THRU FIN - WOOD OPENING. �H
3. OVERALL SIZE MUST NOT EXCEED THE MAX. WIDTH AND HEIGHT OF L
RECTANGULAR WINDOWS ON SHEET 1. 4(3/2015_
4. ANCHOR SPACING FOR ARCHITECTUAL FLANGE AND FIN WINDOWS LUCAS A. TURNER, P.E.
MUST FOLLOW THE LAYOUTS SHOWN ON SHEET 6, WITH ANCHOR FL PE A 58201
SPACING MEASURED ALONG THE LENGHT OF THE PRODUCT. 1239 JADARA AVE.
NORTH PORT, FL 34288
PH. 941-380-1574
SHEETDESCRIPTION:
ARCHITECTURAL
SHAPES
DPAWN 9Y: DATE'
EMK 09/11/14
DWG4'— REV.:
CWS-945 A
SHEET
1:1 2OF7
718' OVERALL 7l8' OVERALL `VlriY6UWU/[/U(i jj (j�']j
WINDOW SYSTEMS Li�J
t/e' ANNEALED 1/8- TEMPERED 1900 SW 44TH AVE.
WS'AIRSPACE 518'AIRSPACE WWW FLORIDA
LORI A34474
wS.C1I8- ANNEALED 118' TEMPERED
9 2 OR S <AFLEX 552 OR
PURFECT GLAZE M' 9 P RFECTGLAZE'H' 655 PVC
PICTURE WINDOW
Str GLASS BITE '5I6• GLASS BITE NON -IMPACT
Lii
wm
LL Z
0
N
7
O W¢
G� p
u a
p p w
u u aN
GLASS TVPEA GLASS TYPE a
Q z
/8' OVERALL )/8' OVERALL
B&16' ANNEALED &16' TEMPERED p�``pNOREIy
1/2' AIRSPACE 1/2' AIRSPACE GPy��C E NgF GR�!y'
W16' ANNEALED W16' TEMPERED
y SIKAFLEX 552 OR SIKAFLEX 552 OR
PURFECTGLAZE'H' 9 PURFECT GLAZE'H' -94, 6TATE OF �Z
5fT GLASS BITE ......
Ma• ctnss e1rE �'y 70NA>; Eoo�
L
2015
iZ
a a LUCASA TURNER P.E.
FL PE W 58201
TURNER,
1239 JASARA AVE.
NORTH PORT, FL 34288
PH. 94-1574
SHEETDE6CRIPTION:TION7 ,
GLAZING DETAILS
p DRAWN BY DATE:
u u
- EMK 89/11/14
GLASS TYPE C o GLASS TYPE C owG o: REv.:
CWS-945 A
SCAM- SHEET
1:1.33 3OF7
SYSTEMS
WINDOW SYSTEM$
INTERIOR 1900 SW 44TH AVE.
8� 8 OCALA, FLORIDA 34474
W W W.CW S.CC
o O 655 PVC
`I PICTURE WINDOW
u NON -IMPACT
N
Y
W m
3 ] 5 5 ] 4 W
SECTION VIEW B-B LL Z
0
w 0 Q
7 D n0
a U
$ 2 W
p O
O
NTERIOR Z
0%4 V40REW 44�•
5
O ��;• No 58201 :;P:
] ��� -t• t 4Uc
f 91
'9t g7ATE OF :luZ
z�-
8 ta12o.t
1 LUCAS A. TURNER, P.E.
a
u FL PE tt
12JABARA RA AVE.A
NORTH
JA PORT, FL 34288
SECTION VIEW A -A SECTION VIEW C-C PH. 941-380-1574
ALTERNATE FIN FRAME SHEET DESCRIPTION:
SECTION VEWS
DRAWN BY: DATE'.
EMK 09/11/14
DWG 4: REV.:
CWS-945 A
S0A" SHEET
1:2 40F7
GLASS
TYPE
18
24
R
48
54
60
x
I- 66
z
68
72
76
r78
84
90
96
NOTE: IF SIZE INTENDED IS NOT SHOWN, USE NEXT LARGER SIZE.
4
PVC FRAME FLANGE
H-6129FLG
PVC FRAME FIN
H-6129FIN
VENDOR
PVC
FRAME CORNER
CONSTRUCTION
16,
CORNER WELD
(ALL SIDES)
18
5/I6'
W16' Vt6'
PVC GLAZING BEAD
S-6141
W4'
WIG'Z
n
r 6'
PVC TRIM
S-6144
1900 SW 44TH AVE.
OCALA, FLORIDA 34474
W W W.CW6.CC
655 PVC
PICTURE WINDOW
NON -IMPACT
N. 58204 03
STATE OF
4/3/2915_
LUCAS A. TURNER, P.E.
FL PE 4 56201
1239 JABARA AVE.
NORTH PORT, FL 34288
PH. 941 J80-1574
IEET DESCPIPTICN:
DP CHART, BOM AND
EXTRUSIONS
AWN 97: 5ATE:
EMK 09/11/14
VDY: PEV.:
CWS-945 A
^� SHEET
1:2 6OF7
6' MAX.
6' MAX i
91/2,
MAX f
(TYPJ
N HO LAV -FLAN
4' MAX.
MAX.
6'
MAX,
(TYR)
NOTES:
1. INSTALL ONE ANC14OR 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 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.
TYPE, SIZE, SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS. SEE TABLE 1, SHEET 7.
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.
S. 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 7.
G. ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO. FOR CONCRETE/CMU OPENINGS, EMBEDMENT SHALL BE BEYOND WOOD BUCKS, IF USED, INTO SUBSTRATE - 1X BUCKS ARE
OPTIONAL.
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 7. 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(BOX WINDOWS), FMA/AAMAANDMA 300(EXTERIOR DOORS)
1900 SW 44TH AVE.
OCALA, FLORIDA 34474
W W W.CWS.CC
655 PVC
PICTURE WINDOW
NON -IMPACT
:-Jr N. 58201 '19%
:S:
%9i STATE OF :tV-'
'46S70NAL'tA`�,
4/3/2015
LUCAS A. TURNER, P.E.
FL PE # 58201
1239 JABARA AVE.
NORTH PORT, FL 34288
PH. 941380-1574
i1HEET OEWWPTIO .
ANCHOR SCHEDULE AND
NOTES
)PAWN BY: OFTE.
EMK 09/11/14
)WG X: REV.:
CWS-945 A
1LA�E' SHEET
:20 6OF7
TYPICAL HEAD ANCHORAGE MIN. EMBEDMENT SUBSTRATE Il TI/llia'!®7N7f1'L/ei/G
MIN. EDGE DIST. SEETABLEI BY OTHERS pV-lHYN1lY (/[/(Y ljtj (1Y�JJ
SEE TABLEI I/a'MAX SHIM SEETABLEI WINDOW SYSTEMS
MIN. EDGE DIST. SUBSTRATE
SUBSTRATE BY OTHERS SEETABLEI SEEBY TABLE OCA SW FLORIDA
SEE TABLE I `I SEETABLEI 1900E "THA E.
MIN. EMBEDMENT O MIN,EDGE DIST. WWW.CWS.CC
PERIMETER SEALANT SEE TABLE SEETABLEI
INSIDE AND OUT p INSTALLATION ANCHOR 8SS PVC
SEE TABLE I PICTURE WINDOW
SEALANT BEHIND n 1/4-MAX SHIM / MIN. EMBEDMENT
FLANGE BY INSTALLER SEE TABLE I NON -IMPACT
INSTALLATION
SEE TABLE 1
SEALANT BEHIND
FLANGE BY INSTALLER L.J JLE f, .. F1/4'MA%SHIM
SEE TABLE I
IANT UP
,D BY IN:
PERIMETER SEALANT
BY INSTALLER
INSIDE AND OUT
HORI20NTALSECTION
T TYPICAL JAMB ANCHORAGE
TABLE 1: APPROVED
INSTALLATION FASTENERS
FRAMETYPE
SUBSTRATETYPE
ANCHORTYPE
MIN. EMBEDMENT
MIN. EDGE DIST.
FLANGE
CONCRETE (2.0 KSI MIN.)
3116' OW TAPCON
1-11T
1-1/0•
FLANGE
HOLLOW OR GROUT -FILLED CMU (117 PCF MIN.)
3116' RW TAPCON
1'
2•
FLANGE
CONCRETE(2.85 KSI MIN.)
3116'EL000LTRACON
1•
1•
FLANGE
GROUT -FILLED CMU (ASTM G-90)
TUE ELCO ULTRACON
1-1/4'
24/2'
FLANGE
2XMN. SOUTHERN PINE (G=0.55)
3116' DM/ TAPCON
OR ELCO ULTRACON
1.V8'
7/8°
FLANGE
2X MIN. SOUTHERN PINE (G-0.55)
#10 WOOD SCREW
I.3B'
7/8•
FLANGE
i6 GAUGE(0.060') MIN. STEEL STUD
(33 KSI YIELD MIN)
#10-I6 HIL71 KWB(-FLEX OR TIW
TEKS SELF -DRILLING SCREW
FULL THREAD
THRU 0.060'
7/i6-
FLANGE
1/8' ALUM. (6063-T5 MINJ OR
1/8' STEEL (33 KSI MIN.)
#10 55ELF -TAPPING
ING SCREW
lRL THREAD
RU 0.125'
7/16'
FIN
2X MIN. SOUTHERN PNE(G=0.55)
#8WOOD6CREW1
1-1/2'
7/16'
INSTALLATION ANCHOR
SEE TABLE 1
�� HORIZONTAL SECTION
` TYPICAL FIN ANCHORAGE
HEAD AND SILL SIMILAR FOR FIN INSTALLATION
D� HORIZONTAL SECTION
T 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. 114• 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.
No 58201
i
STATE OF
zz
3/
LUCAS A. TURNER, P.E.
FL PE 4 58201
1239 JABARA AVE.
NORTH PORT, FL 34288
PH. 941-380-1574
INSTALLATION DETAILS
MWN BY:
OaTE:
EMK
09/11/14
WDY:
REV___
CWS-945
A
.ALE:
SHEET
1:2
70F7