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Product Aooroval Menu > Product or Aoolication Search > Application List > Application Detail
FL *
FL11103-R3
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 Ext245
kpine@cws.cc
Authorized Signature. Kevin Pine
kpine@cws.cc
Technical Representative ]ay Lathrop
Address/Phone/Email 1900 SW 44th Ave
Ocala, FL 34474
(352)368-6922 Ext291
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
Exterior Doors
Subcategory
Sliding Exterior Door Assemblies
Compliance Method
Evaluation Report from a Florida Registered Architect or a Licensed Florida
Professional Engineer
O Evaluation Report - Hardcopy Received
Florida Engineer or Architect Name who developed the Lucas A. Turner
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
O Validation Checklist - Hardcopy Received
Certificate of Independence
Referenced Standard and Year (of Standard)
Year
AAMA/WDMA/CSA 101/I.S.2/A440-05
2005
ASTM E1886-05
2005
ASTM E1996-05
2005
TAS 201/202/203
1994
Equivalence of Product Standards
Certified By
1 /2
1 /4/2018
Sections from the Code
Florida Building Code Online
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
10/02/2017
12/12/2017
FL #
Model, Number or Name
Description
11103.1
SGD-8900 PVC Sliding Glass Door.
SGD-8900 PVC Sliding Glass Door.
Limits of Use
Installation Instructions
Approved for use in HVHZ: Yes
FL11103 R3 II CWS-298C.pdf
Approved for use outside HVHZ: Yes
Verified By: Lucas A. Turner 58201
Impact Resistant: Yes
Created by Independent Third Party: Yes
Design Pressure: +60/-60
Evaluation Reports
Other: Large Missile, DP = +/- 60 psf, Max. panel size 4' x 8'.
FL11103 R3 AE EvalRenort298C.pdf
Config. include OXXO, OXO, OX, XO. Glass complies to ASTM
Created by Independent Third Party: Yes
E1300-04:
Sack m-.;t
Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824
The State of Florida Is an AA/EEO employer. Coovriaht 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 emalls 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:
® eChecY.
k ':Credit Gard i
( Safe
.aspx?param=wGEVXQwtDgttaGslp3GvutOCRBKBPq%2fDeme022TXmED%2fdomMlgZbLg%3d%3d 2/2
1239 Jabara Ave.
URNI'E'R North Port, FL 34288
ENGINEERING & Ph. 941-380-1574
TCONSULTING, INC. FBPE C.O.A. #29779
Evaluation Report 298C
August 28, 2017
Product Description: Series 8900 PVC Sliding Glass Door, LM Impact, 4'x8' nominal panel size max.
Manufacturer: Custom Window Systems, Inc. 1900 SW 44 h Ave, Ocala, FL 34474
Statement of Compliance: This report evaluates the above -listed product per the requirements of FAC
Product Approval Rule Chapter 61 G20-3.005 (4). This product complies with the requirements of the Oh
Edition (2017) Florida Building Code including the High Velocity Hurricane Zone. The product testing
standards performed are outlined below.
Technical Documentation:
1) This report, prepared by Lucas A. Turner, P.E., at 1239 Jabara Ave., North Port, FL
2) Approval drawing CWS-298C, signed and sealed by Lucas A. Turner, P.E.
3) Test Reports NCTL-210-3956-1 and -lA, from National Certified Testing Laboratories, Orlando,
FL signed and sealed by Gerard J. Ferrara, P.E.
a. Testing Performed: TAS 201/202/203 1994, AAMA/WDMA/CSA 101/I.S.2/A440-
2008, and ASTM E 1886/1996 2005
4) Supplemental Calcs. to support CWS-298C, signed and sealed by Lucas A. Turner, P.E.
Installation: Units must be installed according to approval document CWS-298C.
Limitations of Use: This product:
• May be used in up to 48 7/8" x 93 1/2" panel sizes (96" max. door height), with glass types and
max. glass daylight sizes as shown in CWS-298C
• Achieves design pressures of +/-60 psf
• Is Large Missile Impact Resistant and does not require the use of shutters
• May be used in the High Velocity Hurricane Zone
• Requires Kuraray (Dupont) SentryGlas Interlayer per Miami -Dade NOA #14-0916.1 It
• Requires Quanex (Mikron) white rigid PVC framing per NOA #17-0206.10t
t I have evaluated the materials in these NOAs and find that they comply with the requirements of the
6`s Ed. (2017) Florida Building Code for use in this product.
Certification of Independence: I do not have, nor do I intend to acquire, nor will I acquire, a financial
interest in Custom Window Systems or in any company manufacturing or distributing products for which
this report is being issued. I do not have, nor do I intend to acquire, nor will I acquire, a financial interest
in any other entity involved in the testing or approval process of this product.
Lucas
Turner
2017-08-30
16:05+20:00
♦11tq�`uiir+�i
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8/28/2017
Lucas A. Turner, P.E.
FL PE #58201
SLIDING GLASS DOOR - IMPACT
48 7/8"
1.1 11.
MAX UNIT WIDTH
MAX
A
PANEL WIDTH
M711
14513116'
MAX UNIT WIDTH
48 7/8'
MAX
PANEL WIDTH
41
GLASS
16"
VIAX
INIT
-
DLO
-
_ -
-
'EIGHT
931/2°
MAX
D
863/8-
GLASS
O
X
O
PANEL
DLO
HEIGHT
b
i
C
1
1
96'
MAX UNIT W IDTH
48 7/8"
MAX
PANEL W IDTH
41
GLASS
16"
DLO
AAX
-
_
- -
INIT
'EIGHT
9M Ax2�
E
O
X
PANEL
HEIGHT
86 3/8'
GLASS
a
DLO
TABLE OF CONTENTS CONFIG. MAX. UNIT SIZE
GENERAL NOTES & ELEVATIONS .....................I
SECTION VIEWS OXXO & GLAZING DETAIL ..... 2 AX-6o
96" xSECTION VIEWS OXO & XO................................3
EXTRUSIONS & B.O.M.........................................4 45-13/16" x 96
ANCHOR SCHEDULE & NOTES ............................5
INSTALLATION DETAILS.....................................6 OXXO 91-1 /8" x 9
GENERAL NOTES:
1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO
QZE"
COMPLY WITH THE FLORIDA BUILDING CODE (FBC), CURRENT EDITION AND
IS RATED FOR IMPACT USE IN WIND ZONE 4 AND HIGH VELOCITY
1900 SW 44TH AVE.
HURRICANE ZONE (HVHZ) AREAS AS DEFINED IN ASTM E 1996 PER THE FBC.
OCALA, FLORIDA 34474
W W W.CW S.CC
2. GLAZING DETAIL: (SEE SHEET 2)
3. APPROVED CONFIGURATIONS: "OXXO", "OXO",'XO", "OX"
8900 PVC
4. DESIGN PRESSURES:
SLIDING GLASS
-NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS
DOOR - IMPACT
TABLES ASTM E-1300-O4e01/09.
-POSITIVE DESIGN LOADS BASED ON TESTED PRESSURE, WATER
INFILTRATION TEST PRESSURE, AND GLASS TABLES
ASTM E-1300-04e01/09.
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5. ANCHORAGE: THE 331/3% STRESS INCREASE HAS NOT BEEN USED IN THE
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Z I- 3-
DESIGN OF THIS PRODUCT. SEE SHEET 6 FOR INSTALLATION DETAIL
H w � 2
WIND LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR
Z
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OO
CALCULATIONS.
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6. PRODUCTS APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE NOT
-
REQUIRED.
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30
7. ALL FRAMES ARE PROCESSED AND SCREWED TOGETHER. VENTS FULLY
Of� } j § p m
WELDED.
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8. SERIES /MODEL DESIGNATION: SGD 8900.
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9. THE DESIGNATION X AND O STAND FOR THE FOLLOWING:
a
a
X=OPERABLE SASH, O=FD(ED SASH.
10. SECTION CALLOUTS APPLY TO ALL CONFIGURATIONS.
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11. EXTERNAL W EEP SLOT =1/4 x 1" LOCATED 4" FROM BOTH ENDS.
-� t" No 58201 '-
MAX. PANEL DESIGN PRESSURE
SIZE RATING
3-7/8" x 93-1/2"
LucasTurne
r
2017-09-22
12:26-04:00
IMPACT RATING
LARGE MISSILE IMPACT
b
9 STATE OF
z�
9/2212017
LUCAS A. TURNER, P.E.
FL PE # 58201
1239 JABARA AVE.
NORTH PORT, FL 34288
PH. 941-380-1574
GENERAL NOTES AND
ELEVATIONS
ADE 06/03/08
DWG#: REV.:
CWS-298 C
SECTION B-B
1' OVERALL \
3/16' TEMPERED
3/8' AIRSPACE
7116' LAMINATED GLASS
3/16' ANNEALED GLASS
.090 SENTRY GLASS IONOPLAST
3/16' ANNEALED GLASS
PAIR OF CHOIRS AT EACH CLIP.
SEE SHT FOR SPACING
QUANEX DURASEAL
IG SPACER
SECTION C-C
FIXED PANEL ATTACHMENT
NOTE:
INSTALLATION WITH NO SILL RISER ALLOWED ONLY WHERE
WATER INFILTRATION RESISTANCE IS NOT REQUIRED.
PURFECT GLAZE'H"
SIKAFLEX 552
13/16° GLASS BITE
ate•
WINDOW SYSTEMS
1900 SW 44TH AVE.
OCALA, FLORIDA 34474
W W W.CWS.CC
8900 PVC
SLIDING GLASS
DOOR - IMPACT
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9/22/2017
LUCAS A. TURNER, P.E.
FL PE # 58201
1239 JABARA AVE.
NORTH PORT, FL 34288
PH. 941-380-1574
SHEET DESCRIPTION:
SECTION VIEWS - OXXO
AND GLAZING DETAIL
DRAWN BY: DATE:
ADE 06/03/08
DWG#: REV.:
CWS-298 C
SCALE: SHEET
SECTION D-D
SECTION E-E
WINDOW SYSTEMS
ffl
1900 SW 44TH AVE.
OCALA, FLORIDA 34474
www.CwS.CC
8900 PVC
SLIDING GLASS
DOOR - IMPACT
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9/22/2017
LUCAS A. TURNER, P.E.
FL PE # 58201
1239 JABARA AVE.
NORTH PORT, FL 34288
PH.941-380-1574
SHEET DESCRPTION:
SECTION VIEWS - OXO
AND XO/OX
DRAWN BY: DATE:
NOTES; ADE 06/03/08
1. ITEMS NOT SHOWN FOR CLARITY: 10, 26-32 DWG REV.:
2. VERTICAL SECTION CAN BE SEEN ON SHEET 2. CWS-298 C
SCALE: SHEET
5
PVC ASTRAGAL - 6043
5 15116' -{
du '41 718" f } 211/16"
LeriL-imr-jr-in
0 1/8° II - 1/8°
C1� L
3
PVC OUTER FRAME -6042
3
REINF. - 1993
3
PVC PNL INTERLOCK - 6060 PVC PNL LOCKSTILE - 6059 PVC PNL INTERLOCK - 6033
VUM, SGD, SILL KEYMARK ALUM I
IRAGAL,SGD KEYMARK ALUM
NUM KEYMARK ALUM e 5
3GD MIKRON PVC 6
MIKRON PVC
MIKRON PVC 33116° 1/16' 31/16" 25/8'
I
MIKRON PVC 118° 1/16°
MIKRON PVC
ST PLUG ULTRAFAB
ER(8900) KEYMARK ALUM
DUST PLUG ULTRAFAB PVC INTERLOCK SNAP - 6061 FIXED PNL CLIP - 4295 FIXED PNL COVER -1597
BACK FIN ULTRAFAB 211/16"--j
SULLIVAN PVC I 2,/8•
I 37 ,ns'
1 318°
8 3/L 1/16" ROLLER TRACK -1930
SILL THRESH COVER-1764
PVC SCREEN ADAPTOR- 6045
7/8" 2 1/16'
2 3/16°
FRAME CONSTRUCTION
-4
FRAME CORNERS
SCREWED TOGETHER
1:10
VENT CONSTRUCTION
VENTS FULLY WELDED
1:10
1518°�I I 9
I 3
2 13/16"
1 15/16" 1/16"
Lr- 1/8'
REINF. - 1775 HIGHRISE -1737
3!4° 2•
3 - - -
1 3/4'
---
PVC WELD SUPPORT - 6046
4 3/8"
1/8°
7/16"
1 1/8
3
30
�
H1/4"
FTT
PVC SCREEN CHANNEL - 6044
PVC TRACK FILLER - 6040
FIXED PNL SUPPORT - 1722
REINF. - 1726 NOTE: ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE SPECIFIED.
PVC GLAZING BEAD - 6037
5/8°
sns^
31
1116.
PVC SCREEN TRACK -6041
Qwmffl
1900 SW 44TH AVE.
OCALA, FLORIDA 34474
WwW.CWS.CC
8900 PVC
SLIDING GLASS
DOOR - IMPACT
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9/222/7
LUCAS A. TURNER, P.E.
FL PE # 58201
1239 JABARA AVE.
NORTH PORT, FL 34288
PH.941-380-1574
BOM AND EXTRUSIONS
AIDE 1 06/03/08
CWS-298 C
"LE: SHEET
6" MAX—
(TYP)
-r-8° (TYP)
6° MAX.
(TYP)
JZ MAX O.C. I
(TYP)
4- (TYP) I
1TY8° P)MAIX O.C.
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ANCHOR LAYOUT
NOTES:
1. INSTALL TWO ANCHORS AT EACH LOCATION. SILL ANCHOR SPACING SAME AS HEAD.
2. SHIM AS REQ'D 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
-' ^.`INSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. WOOD SHIMS ARE NOT ALLOWED.
3. OR 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: 2" 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 W IND LOADS TO THE STRUCTURE.
SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLE 1, 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), FMAIWDMA 250(BOX WINDOWS), FMA/AAMA/WDMA 300(EXTERIOR DOORS).
WINDOW SYSTEMS
1900 SW 44TH AVE.
OCALA, FLORIDA34474
W W W.CW S.CC
8900 PVC
SLIDING GLASS
DOOR - IMPACT
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9/22/2017
LUCAS A. TURNER, P.E.
FL PE # 58201
1239 JABARA AVE.
NORTH PORT, FL 34288
PH. 941-380-1574
SHEET DESCRIPTION:
ANCHOR SCHEDULE AND
NOTES
DRAWN BY: DATE:
ADE 06/03/08
)WG#: REV.:
CWS-298 C
'GALE: SHEET
6—
SUBSTRATE BY OTHERS
SEE TABLE 1
PERIMETER SEALANT —
BY INSTALLER
INSIDE AND OUT
:LATION ANCHOR
ABLE 1
PERIMETER SEALANT—
BYINSTALLER
INSIDE AND OUT
DO NOT COVER
WEEP HOLES
SUBSTRATE BY OTHERS-
.S'cE TABLE 1
SEALANT UNDER SCREW
HEAD BY INSTALLER
TYPICAL HEAD ANCHORAGE
2 7/16' MIN.
MIN. EDGE DIST.
g/
SEE TABLE 1
MIN. EMBEDMENI
/I
SEE TABLE 1
i I
��
®Q
1/4" MAX SHIM
TYPICAL
INTERIOR
—SEALANT BETV
SILL RISER AN
BYINSTALLER
MIN. EMBEOMEN'
SEE TABLE 1
MIN. EDGE DIST.
SEE TABLE 1
1/4' MAX SHIM
INTERIOR MIN. EMBEDMENT
SEE TABLE 1
PERIMETER SEALANT BY INSTALLER ---/
INSIDE AND OUT
SUBSTRATE BY OTHERS
SEE TABLE 1
(B1 HORIZONTAL SECTION
6 TYPICAL JAMB ANCHORAGE
TABLE 1: APPROVED INSTALLATION FASTENERS
SU
ANCHORTYPE
MIN. mW89mixEmrT.
( ETE (2.0 KSI MN.)
3/16" ITW TAPCON
1"
3"
C
3/16" ELCO ULTRACON
3/16" ITW TAPCON
1"
HoLLUW OR GROUT -FILLED CMU (117 PCF MIN.)
3-
HOLLOW OR GROUT FILLED CMU (ASTM C-90)
3/16' ELCO ULTRACON
1-1/4"
2-1/2"
2XMN. SOUTHERN PINE (G=0.55)
3/16" ITW TAPCON
1-318"
1"
2XMN. SOUTHERN PINE (G=0.55)
#10 WOOD SCREW
1-318'
1"
16 GAUGE (0.060") MIN. STEEL STUD
#10-16 HLTI KWIK-FLEXOR ITW
FULL THREAD
7/16,
(33 KSI YIELD MIN)
TEKS SELF -DRILLING SCREW
THRU 0.060"
1/8" ALUM. (6063-T5 MN.) OR
#10 GRADE 5 SELF -TAPPING /
FULL THREAD
7/16"
1/8" STEEL (33 KSI MIN.)
DRILLING SCREW
THRU 0.125'
FIXED PANEL CLIP ANCHORS INTO:
CONCRETE (2.0 KSI MIN.) OR
3/16' ITW TAPCON
1"
3"
HOLLOW OR GROUTFLLED CMU (117 PCF MIN.)
FIXED PANEL CLIP ANCHORS INTO:
CONCRETE (2.85 KSI MIN.) OR
3/16" ELCO ULTRACON
1-1/4"
2-1/2:'
HOLLOW OR GROUT -FILLED CMU (ASTM C-90)
27/16" MIN.
MIN. EDGE DIST.
SEE TABLE 1
INSTALLATION ANCHOR
SEE TABLE 1
TWO ANCHORS PER
FIXED CLIP THROUGH
PRE -DRILLED HOLES
1/4" MAX SHIM
FIXED PANEL
MIN. EMBEDMENT
SEE TABLE 1
FIXED PANEL
12' -
EDGE DIST.
1�
SEE TABLE 1
17
7/8'
❑
MAX O.C.
FIXED PANEL CLIP
CLIP ANCHORS MUST 17
BE LOCATED A MINIMUM
DISTANCE OF YAWAY
tNIF
FROM ANY MAIN FRAME
ANCHOR.
INSTALLATION
ANCHOR (TYP)
/�HORIZONTAL SECTION
FIXED PANEL CLIP DETAIL
6 FIXED PANEL ANCHORAGE
20m
1900 SW 44TH AVE. m
OCALA, FLORIDA 34474
W W W.CWS.CC
8900 PVC
SLIDING GLASS
DOOR - IMPACT
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Q� • No 58201
Q: STATE OF %�4/l
��. C O R td P ►
zz
9/22/2017
LUCAS A. TURNER, P.E.
FL PE # 58201
1239 JABARA AVE.
NORTH PORT, FL 34288
- PH.941-380-1574
SHEET DESCRPTION:
GENERAL NOTES AND
ELEVATIONS
DRAWN BY: DATE:
ADE 06/03/08
DWG#: REV.:
CWS-298 C
'GALE: SHEET