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FL #
FL16177-R2
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
C
Custom Window Systems Inc.
1900 SW 44th Avenue
Ocala, FL 34474
(352)368-6922 Ext245
kpine@cws.cc
Kevin Pine
kpine@cws.cc
]ay Lathrop
1900 SW 44th Ave
Ocala, FL 34474
(352)368-6922 Ext291
jlathrop@cws.cc
Arturo Monteverde
1900 SW 44th Ave
Ocala, FL 34474
(352)368-6922 Ext221
amonteverde@cws.cc
Windows
Single Hung
SGANNED
By
St.
ft
pe ?0117
`LOc o Scol
p ,
ty
Evaluation Report from a Florida Registered Architect or a Licensed Florida
Professional Engineer
D 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
RI Validation Checklist - Hardcopy Received
Certificate of Independence
Referenced Standard and Year (of Standard)
Standard
AAMA/W DMA/CSA/101/I. S.2/A440-08
ASTM E1886-05
ASTM E1996-09
PA TAS 201/202/203
Year
2008
2005
2009
1994
Equivalence of Product Standards
Certified By
_app_dti.aspx?param=wGEVXQwtDgvyf4ngAXh10y8QtjDbmBlPrafAGHlxlsgtjUObEAbzoQ%3d%3d 1/2
1/4/2018
4
Sections from the Code
Florida Building Code Online
x [
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
FL #
Model, Number or Name
Description
16177.1
SH-8100 PVC Single Hung
SH-8100 PVC Single Hung Impact Resistant window.
Limits of use
Installation Instructions
Approved for use in HVHZ: Yes
FL16177 R2 II CWS-812C.pdf
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: SH-8100 PVC Impact, no sill anchors required. Safety
FL16177 R2 AE EvalRenort812C.pdf
glazing required on outer lite above 30 ft. in HVHZ. Glass
Created by Independent Third Party: Yes
complies to ASTM E1300-04.
Back Poext
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 :: Accessi611ity 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
mall 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 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:
® eche'cE •M
f CreditCard, i
Safe..
oddabuilding.org/pr/pr_app_dti.aspx?param=wGEVXQwtDqvyf4ngAXhl Oy8QtjDbmBiPrafAGHlxlsgtjUObEAbzoQ%3d%3d 2/2
Ff 1239 Jabara Ave.
URNER North Port, FL 34288
ENGINEERING & Ph. 941-3 80-1574
TCONSULTING, INC. FBPE C.O.A. #29779
Evaluation Report 812C
August 29, 2017
Product Description: Series 8100 PVC "Single Hung, Large Missile Impact, 51 7/8" x 61 3/4" unit size,
+/-70 PSF, no anchors in sill
Manufacturer: Custom Window Systems, Inc. 1900 SW 4,e 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 6`h
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-812C, signed and sealed by Lucas A. Turner, P.E.
3) Test Report NCTL-210-3815-1A, -2, and -2A, by National Certified Testing Laboratories,
Orlando, FL, signed and sealed by Gerard J. Ferrara, with testing performed:' TAS 201/202/203-
94, ASTM E 1886-02/04/05, 1996-02/04/06/09, and AAMA/WDMA/CSA 101/I.S.2/A440-08
4) Supplemental Calculations to support CWS-812C, signed and sealed by Lucas A. Turner, P.E.
Installation: Units must be installed according to approval document CWS-812C.
Limitations of Use: This product:
• May be used in O/X configuration in sizes and with max. glass DLO heights as shown in CWS-
812C
• Is impact resistant and does not require the use of shutters,
• May be used in the High Velocity Hurricane Zone
• Requires 7/8" Insulating Glass consisting of 1/8 Annealed or Tempered outboard lite (Tempered
required above 30, ft in HVHZ) — Air — 5116 Laminated (1/8Ann-.090PVB-1/8Ann) inboard lite
• Requires Kuraray (Dupont) PVB Interlayer per Miami -Dade N.O.A. 16-1117.021
• Requires Quanex (Mikron) white rigid PVC framing per Miami -Dade N.O.A. 17-0206.101
t I have evaluated the materials in these NOAs and find that they comply with the requirements of the
6'h 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
H1
582Zp
Turner'
2017-08-30
; `+
S1 •• STATfi OF . 4U
16:11 +20:00
'�,�„•�.�.',+
8/29/2017
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Lucas A. Turner P.E.
FL PE #58201
SINGLE HUNG.- LARGE MISSILE IMPACT
63"
MAX.
OVERALL
FLANGE
HEIGHT
B
61 314"
i 30 3/16"
MAX
SASH
' HEIGHT
- a
TABLE OF CONTENTS
GENERAL NOTES & ELEVATIONS
GLAZING DETAIL.................................2
SECTION VIEWS.................................3
EXTRUSIONS & B.O.M.......................A
ANCHOR SCHEDULE & NOTES
INSTALLATION DETAILS....................6
1/8' MAX. OVERALL FLANGE WIDTH
—51 718" MAX. UNIT WIDTH
—4711/16" GLASS DLO
A �-
C
B
1
I
I
I
28
7/8'
X
I
I
GLASS
DLO
B
6
I
C
1
6
A
— 451116"
GLASS DLO
48 318"
MAX. SASH WIDTH
GENERAL NOTES:
uw90m-C/
1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED
WINDOW SYSTEMS
%j�"7j
L`�J
TO COMPLY WITH THE FLORIDA BUILDING CODE (FBC), CURRENT
EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ) AND
1900 SW 44TH AVE.
IS RATED FOR WIND ZONE 4 MISSILE LEVEL D IMPACT USE AS DEFINED
OCALA, FLORIDA 34474
IN ASTM E 1996 PER THE FBC.
WWW.CWS.CC
2. GLAZING OPTIONS: (SEE SHEET 2)
8100 PVC
3. CONFIGURATIONS: 'CDC.
SINGLE HUNG
4. DESIGN PRESSURE RATING:
IMPACT
-NEGATIVE DESIGN LOADS BASED ON, TESTED PRESSURE AND
GLASS TABLES ASTM E-1300-04e01/09.
-POSITIVE DESIGN LOADS BASED ON, TESTED PRESSURE, WATER
O
INFILTRATION TEST PRESSURE AND GLASS TABLES
F
o w o
ASTM E-1300-04e01/09.
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5. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT
LL
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IN THE DESIGN OF THIS PRODUCT. SEE SHEET 6 FOR ANCHOR
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DETAILS. WINDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD
Oz
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ANCHOR CALCULATIONS.
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6. PRODUCT APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE
NOT REQUIRED.
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ATMES AND VENTS FULLY WELDED.
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8. SERIES / MODEL DESIGNATION SH-8100.
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9. THE DESIGNATION XAND O STAND FOR THE FOLLOWING:
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X = OPERABLE SASH, O = FIXED SASH
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10. SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR
; '� SF '•,'L1:�
LOCATION.
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11. EXTERNAL WEEP SLOT =1/4" x 1-1/4" LOCATED 4" FROM BOTH ENDS.
DESIGN PRESSURE
MAX. UNIT SIZE
RATING
IMPACT RATING
51-7/8" x 61-3/4"
+/- 70 PSF
LARGE MISSILE IMPACT
LucasTurne
r
2017-09-22
13:36-04:00
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
BAT 06/18/12
/G#: REV.:
CWS-812 C
ALE: SHEET
7/8' OVERALL INSULATED GLASS
1/8' ANNEALED OR TEMPERED
7/16" AIRSPACE
5116" LAMINATED GLASS
1/8' ANNEALED
.090' PVB INTERLAYER BY DUPONT
1/8' ANNEALED
QUANEXDURASEAL
IG SPACER
PURFECT GLAZE W OR SIKAFLEX 552
1/2" GLASS BITE
FIXED LITE
718' OVERALL INSULATED GLASS
1/8" ANNEALED OR TEMPERED
7/16" AIRSPACE
5/16' LAMINATED GLASS
1/8' ANNEALED
.090" PVB INTERLAYER BY DUPONT
118" ANNEALED
QUANEX DURASEAL
IG SPACER
PURFECT GLAZE "H' OR SIKAFLEX 552
1/2" GLASS BITE
aoibma-
WINDOW SYSTEMS
1900 SW 44TH AVE:
OCALA, FLORIDA 34474
W W W.CWS.CC
8100 PVC
SINGLE HUNG
IMPACT
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No SB201
k. * '*Z
90:.STATE OF ;tu
9/22/2017
LUCAS A. TURNER, P.E.
FL PE # 58201
1239 JABARA AVE.
NORTH PORT, FL 34288
PH. 941-380-1574
;HEET DESCRFTION:
GLAZING DETAILS
)RAWN BY: DATE:
BAT 06/18/12
)WGM REV.:
CWS-812 C
'GALE: SHEET
INTERIOR
SECTION A -A
NOTE: ITEMS NOT SHOWN FOR CLARITY:
20, 25-26, 36-37, 44, 51-52, 55-56, 64, 67-68
INTERIOR
SECTION B-B
NOTE: LEFT SIDE SHOWS FIXED SECTION VIEW,
RIGHT SIDE SHOWS SASH SECTION VIEW.
Qm2m
1900 SW 44TH AVE.
OCALA, FLORIDA 34474
WWW.CWS.CC
8100 PVC
SINGLE HUNG
IMPACT
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•F<ORI;QAG����
/ONA�
9/22/2017
LUCAS A. TURNER, P.E.
FL PE # 58201
1239 JABARA AVE.
NORTH PORT, FL 34288
PH. 941-380-1574
SHEET DESCRIF TION:
SECTION VIEWS
)RAWN BY: DATE:
BAT 06/18/12
)WG#: REV.:
CWS-812 C
SCALE: SHEET
2
or
x
r4 1 v- osw 1ffa x im-, ran mean, ItK 1 rastenal
LINE ITEMS NOT USED:
5, 7, 11, 15-17, 21.22, 29, 31, 33-36, 41-43, 46, 49-50, 55, 57-61, 69
p 1/16°
2
3 10
11116"L 4 1 5/8• q
1/16• -
o L 1/16°
0
NOTE: ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED.
PVC FRAME FLANGE-6031
/ 9/16°
0 -V3
/16°
REINF., IMPACT HOOK -1112
15/16"
0
7/8•
L v1s°
.PVC SASH STOP -6025
3/4°
3/16°
13
T 1l16°
REINF. S.B.R./S.S.R. -1498
PVC SASH BTM. RAIL-6028
13/16----�
1
1 5/a'
1/16"
PVC SASH SIDE RAIL - 6004
18
1/16°
PVC SCREEN CATCH - 6013
3/4°
3
15/16'
L
REINF. BTM RAIL-1699
0 3/16"
O .
1 5/16°
6
718• 1/16"
�5°�
IMPACT HOOK
S-1577
f—23/16'
8
PVC SASH TOP RAIL-6027
1 1/2°
1
2 1/16°
FD(ED RAIL - 1836
9/7IT16�
1 5/16°
041
PVC FD(ED RAIL COVER- 6063
5/8
,N6•
REINF. TOP RAIL-1497
FRAME CORNER
CONSTRUCTION
CORNER WELD
(ALL SIDES)
1:8
37
FD(ED MEETING RAIL
SCREWED TOGETHER WITH
OUTERFRAME
1:8
5/16'
is
PVC SCREEN SUPPORT - 6014
1/4• r
r
7/8'
7
PVC GLAZING BEAD-6064
1/2"
3/1(1
1 3'---1
ro .
SCREW SUPPORT-3113
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1900 SW 44TH AVE.
OCALA, FLORIDA U474
W W W.CWS.CC
8100 PVC
SINGLE HUNG
IMPACT
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No 58201 -°•
%'A STATE OF ° AU
z�
9/22/2017
LUCAS A. TURNER, P.E.
FL PE # 68201
1239 JABARA AVE.
NORTH PORT, FL 34288
PH. 941-380-1574
BOM AND EXTRUSIONS
BAT 06/18/12
VG #: REV.:
CWS-812 C
'ALE:SHEET
6' MAX (TYP.)
6' MAX (TYP.)
10 1/2'
MAX O.C.
(TlP.)
L.
1
4' (TYP.)_I�
MAX O.C. (TYP.)
101/� 2' x
MAX O.C.
(TYP.)
I
I
4- (TYP.) - - - - - - —
S 4" (TYP.) NO ANCHORS REQUIRED IN SILL
A ANCHOR LAYOUT - (FLANGE)
NOTE 2
INSTALLATION
ANCHOR (TYP.)
EMTG RAL
NOTES:
1. INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION. NO ANCHORS REQUIRED IN SILL.
2 QW14 AS REQ 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
TRUCTED 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 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, 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), FMAANDMA 250(BOX WINDOWS), FMA/AAMANUDMA 300(EXTERIOR DOORS)
ummo
1900 SW 44TH AVE.
OCALA, FLORIDA U474
WWW.CWS.Cc
8100 PVC
SINGLE HUNG
IMPACT
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: No 59201 :11
-*• * :ire
513't •STATE OF :'01�
�0Ri0P' N\
9/22/2017
LUCAS A. TURNER, P.E.
FL PE # 58201
1239 JABARA AVE.
NORTH PORT, FL 34288
PH. 941-380-1574
SCHEDULE AND
NOTES
BAT 1 06/18/12
CWS-812 C
'ALE: SHEET
SUBSTRATE BY OTHERS
SEE TABLE 1
PERIMETER SEALANT—
BYINSTALLER
INSIDE AND OUT
SEALANT BEHIND -
FLANGE BY INSTALLER
INSTALLATION ANCHOR
SEE TABLE 1
SEALANT BEHIND
FLANGE BY INSTALLER
PERIMETER SEALANT-
6M.INSTALLER
6MIDE AND OUT
3
SUBSTRATE BY OTHERS
SEE TABLE 1
TYPICAL HEAD ANCHORAGE
MIN. EDGE DIST.
SEE TABLE I ___
MIN. EMBEDME
SEE TABLE 1
1/4" MAX SHIM
CONTINUOUS DOUBLE 3/16" BEADS OF
TREMGLAZE U1600 SEALANT AROUND
PERIMETER AT ALL INDICATED POINTS
BETWEEN FRAME AND BUCK BY INSTALLER.
114" MAX SHIM
MIN. EMBEDMENT
SEE TABLE 1
MIN. EDGE DIST.
SEE TABLE 1
SECTION
TABLE 1: APPROVED
LATION FASTENERS
ANCHOR TYPE
MIN. EMBEDM
CONCRETE (2.0 KSI M_ IN.)
3/16" ITW TAPCON
1-1/2"
1-1/8"
HOLLO
CONCRETE (2.85 KSI MIN.)
3/16" ELCO ULTRACON
1"
1" _
GROUT -FILLED CMU (ASTM C-90)
3/16" ELCO ULTRACON
1-1/4"
2-1/2"
2XMIN. SOUTHERN PINE (G=0.55)
3/16" ITW TAPCON
OR ELCO ULTRACON
1-3/8"
7/8"
2X.MIN. SOUTHERN PINE (G=0.55)
#10 WOOD SCREW
1-3/8"
7/9"
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"
7/16"
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"
7/16"
9
MIN. EMBEDMENT
SEE TABLE 1
SUBSTRATE
BY OTHERS
uvmm
1900 SW 44TH AVE.
1/4" MAX. SHIM
SEE TABLE 1
OCALA, FLORIDA 34474
—1'
WWW.CWS.CC
MIN. EDGE DIST.
SEE TABLE 1
$.� 00 PVC
iNSTALLATIONANCFioR
SEE TABLE 1
SINGLE HUNG
IMPACT
�� PERIMETER SEALANT
BY INSTALLER
INSIDE AND OUT
SEALANT BEHIND -
FLANGE BY INSTALLER
%B HORIZONTAL SECTION
6 TYPICAL JAMB ANCHORAGE
PERIMETER SEALANT
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.
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9/2212017
LUCAS A. TURNER, P.E.
FL PE # 58201
1239 JABARA AVE.
NORTH PORT, FL 34288
PH.941-380-1574
HEET DESCRIPTION:
INSTALLATION DETAILS
RAWN BY: DATE:
BAT 06/18/12
iWG#: REV.:
CWS-812 C
GALE: SHEET