HomeMy WebLinkAboutEvaluation Report; Series 8100 PVC Single Hung Large Missile Impacti
URNER 2428 Old Natchez Trace Trail
Camden, TN 38320
Ph. 941-380-1574
ENGINEERING & FBPE C.O.A. #29779
.CONSULTING, INC.
Evaluation Report 155E
August 03,2020
Product Description: Series 8100 PVC Single Hung, Large Missile Impact, 53 1/8" x 76" unit size at up
to +/-67.5 PSF, 36" x 62" unit size at up to +67.5/-75 PSF, 7/8" Insulating Glass consisting of 1/8
Annealed or Tempered outboard lite — Air —5/16 Laminated (1/8Ann-.090PVB-1/8Ann) inboard lite
Manufacturer: Custom Window Systems, Inc. 1900 SW 44'l Ave, Ocala, FL 34.474
Statement of Compliance: Thus 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 7t'
Edition (2020) Florida Building Code including the High Velocity Hurricane Zone. The product testing
standards performed are outlined below.
Technical Documentation: I
1) This report, prepared by Lucas A. Turner, PE, at 2428 Old Natchez Trc Trl, Camden, TN
2) Approval drawing CWS !155E, signed and sealed by Lucas A. Turner, P.E.
3) Test Report NCTL-210-3668-1, -IA, -2, -2A, 3669-1, -lA, -2, and -2A, by National Certified
Testing Laboratories, Orlando, FL, signed and sealed by Gerard J. Ferrara, with testing
performed: TAS 201, 20�, 203 1994, ASTM E 1886, 1996 2002/2005, and AAMA A440 2005.
4) Supplemental Calcs. to support CWS-155E, signed and sealed by Lucas A. Turner, P.E.
Installation: Units must be installed according to approval document CWS-155E.
Limitations of Use: This product:
• May be used in O/X configuration in sizes, design pressures, and with max. glass DLO heights as
shown in CWS-155E
• 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 HIVIHZ) —Air— 5116 Laminated (1/8Ann-.090PVB-1/8Ann) inboard lite
• Requires Kuraray Butacite PVB Interlayer per Miami -Dade NOA 19-0305.02t
• Requires Quanex or Veka white rigid PVC framing per Miami -Dade NOA 17-0206.10t or
17- 0228.00
t I have evaluated the interlayer and framing materials in these. Kuraray, Quanex, and Veka NOAs
and find that they comply with the requirements of the 7s' Ed. (2020) 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.
I
Lucas Turner
2020.08.06 ='o¢ No:58209 09= 08/03/2020
Oj
15:09:19 = E Lucas A. Turner, P.E.
STATE-60 4r FL PE #58201
-OS 100 S., Aft
tl
I
0
SINGLE HUNG - LARGE MISSILE IMPACT
72° MAX O.A. B
FLANGE
HEIGHT
TABLE OF CONTENTS
GENERAL NOTES & ELEVATIONS ..... 1
GLAZING DETAILS...............................2
SECTION VIEWS & ALT. FRAME ........ 3
EXTRUSIONS & B.O.M.........................4
ANCHOR SCHEDULE & NOTES .......... 5
INSTALLATION DETAILS.....................6
0
70 3/4"
MAX. UNIT
HEIGHT
34 5/8"
MAX SASH
Al
L
37"
MAX. O.A. FLANGE WIDTH
35 3/4"
MAX. UNIT WIDTH
31 9116"
GLASS DLO
--- A —
O I B
I GLASS D O
X I I
I 6
3 3 B"
GLASS DLO
4 1
A --a*—
82 15/16" -
GLASS DLO
1 4"
MAX. SASH WIDTH
GENERAL NOTES:
1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED
claticsd
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 1096 PER THE FBC.
WWW.CWS.CC
2. GLAZING OPTIONS: (SEE SHEET 2)
8100 PVC
3. CONFIGURATIONS: "O/c".
SINGLE HUNG
4. DESIGN PRESSURE RATING:
IMPACT
-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.
c
5. ANCHORAGE: THE 33113% STRESS INCREASE HAS NOT BEEN USED
o
IN THE DESIGN OF THIS PRODUCT. SEE SHEET 6 FOR ANCHOR
DETAILS. WINDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD
w
m
ANCHOR CALCULATIONS.
6. PRODUCT APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE NOT
U
In
REQUIRED.
N
Z
7. ALL FRAMES AND VENTS FULLY WELDED. SMALL JOINT SEAM SEALANT
w
O
USED AT FIXED MEETING RAIL AND JAMB.
a
a
8. SERIES / MODEL DESIGNATION SH-8100.
¢
0
0
CL
o
9. THE DESIGNATION X AND O STAND FOR THE FOLLOWING:
X = OPERABLE SASH, 0 = FIXED SASH
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10. SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR
pre
LOCATION.
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PND'��,TG�i�i
11. WEEP SLOTS =1/4" x 1-14' LOCATED 4" FROM BOTH ENDS.
s`�P • .:1G E Al g c••'Qn.
FRAME
DESIGN PRESSURE
TYPE
MAX. UNIT SIZE
RATING
IMPACT RATING
FLANGE
35-3/4" x 70-3/4"
+/— 70 PSF
LARGE MISSILE IMPACT
FIN
+/— 65 PSF
e
'--i No 58201 '`7=
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9 . STATE OF .14t
s�ONA`
101110
'Z117-1
4/11/2015
LUCAS A. TURNER, P.E.
FL PE # 58201
1239 JABARA AVE.
NORTH PORT, FL 34288
PH. 941-380-1574
IEET DESCRIKION:
GENERAL NOTES AND
ELEVATIONS
IAWN BY: DATE:
EMK 09/18/14
VG #: REV.:
CWS-958 A
ALE: SHEET
1:15 1 OF 6
7/8" OVERALL INSULATED GLASS
1/8" ANNEALED OR TEMPERED
112" AIRSPACE
5116" LAMINATED GLASS
1/8" ANNEALED
.090" PVB INTERLAYER BY DUPONT
1/8" ANNEALED
DURASEALBYTRUSEAL
PURFECT GLAZE "H" OR SIKAFLEX 552
1/2" GLASS BITE
FIXED LITE
SASH LITE
7/8" OVERALL INSULATED GLASS
1/8" ANNEALED OR TEMPERED
1/2" AIRSPACE
5/16" LAMINATED GLASS
1/8" ANNEALED
.090" PVB INTERLAYER BY DUPONT
1/8" ANNEALED
— DURASEAL BY TRUSEAL
PURFECT GLAZE "H" OR SIKAFLEX 552
WINDOW SYSTEMS k`1
1900 SW 44TH AVE.
OCALA, FLORIDA 34474
W W W.CW S.CC
8100 PVC
SINGLE HUNG
IMPACT
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1/2" GLASS BITE
?. � = No 58261
STATE OF �-44
4/11/2015
LUCAS A. TURNER, P.E.
FL PE # 58201
1239 JABARA AVE.
NORTH PORT, FL 34288
PH. 941-380-1574
EET DESCRIPTION:
GLAZING DETAILS
AWN BY: DATE:
EMK 09/18/14
IG #: REV.:
CWS-958 A
'ALE: SHEET
1:1 20F6
1
1
`i
� J
is
:gym
SECTION VIEW A -A
'EF
SECTION VIEW B-B
NOTE: LEFT SIDE SHOWS FIXED SECTION VIEW,
RIGHT SIDE SHOWS SASH SECTION VIEW.
SECTION VIEW C-C
ALTERNATE FIN FRAME
0309((ow
WINDOW SYSTEMS
1900 SW 44TH AVE.
OCALA, FLORIDA 34474
W W W.CWS.CC
8100 PVC
SINGLE HUNG
IMPACT
00
co
m p
v to
N Z
W O
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No 58201
9 • STATE OF .�W:
z�-
4/11/2015
LUCAS A. TURNER, P.E.
FL PE # 58201
1239 JABARA AVE.
NORTH PORT, FL 34288
PH. 941-380-1574
IEET DESCRIPTION:
SECTION VIEWS
[AWN BY: DATE:
EMK 09/18/14
VG #: REV.:
CWS-958 A
;ALE: SHEET
1:2 30F6
01
3
6" MAX. (1
6" MAX.
1231,
MAX.
(TYP.
4"
12 3h
MAX.
(TYP.,
ANCHOR LAYOUT - (FLANGE)
DP +/- 70 PSF
4" MAX. (TYF
E 2 4" MAX. (TYF
8"
MAX. O.C.
(TYP.)
MLG HAIL
INSTALLATION
ANCHOR CrYR)
ANCHOR LAYOUT - (FIN)
DP +/- 65 PSF
JOTE 2
INSTALLATION
ANCHOR (TYP.)
NOTES: - -
I INSTALL ONE -ANCHOR -AT EACH INSTALLATION LOCATION. SILL ANCHOR SPACING SAME AS HEAD.
2. SHIM 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
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.
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 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 I WOOD BUCKS BETWEEN THE PRODUCT AND THE SUBSTRATE.
INSTALLATIONS TO HOLLOW CMU REQUIRE THE USE OF I 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), FMAMDMA 2�0(BOX WINDOWS), FMA/AAMA/WDMA 300(EXTERIOR DOORS)
WINDOW SYSTEMS Ll
1900 SW 44TH AVE.
OCALA, FLORIDA 34474
W W W.CWS.CC
8100 PVC
SINGLE HUNG
IMPACT
-ai No 58201
a : cc
'P STATE OF •:
4/11/2015
LUCAS A. TURNER, P.E.
FL PE # 58201
1239 JABARA AVE.
NORTH PORT, FL 34288
PH. 941-380-1574
ANCHOR SCHEDULE
NOTES
EMK 1 09/18/14
CWS-958 A
'ALE: SHEET
1:20 5 OF 6
c
c
MIN. EMBEDMENT
TYPICAL HEAD ANCHORAGE
SEE TABLE 1
SUBSTRATE
BY OTHERS
MIN. EDGE DIST.
1/4" MAX. SHIM
SEE TABLE 1
SUBSTRATE BY OTHERS
SEE TABLE 1
:MI
SEE TABLE 1
EDGE DIST.
MIN. EMBEDMENT
SEE TABLE 1
PERIMETER SEALANT
SEE TABLE 1
BY INSTALLER
INSTALLATION ANCHOR
INSIDE AND OUT
SEE TABLE 1
SEALANT BEHIND
O
FLANGE BY INSTALLER
1/4" MAX. SHIM
/
INSTALLATION ANCHOR
SEE TABLE-1
SEALANT BEHIND -
FLANGE BY INSTALLER
PERIMETER SEALANT —
BY INSTALLER
INSIDE AND OUT
SUBSTRATE BY OTHERS
SEE TABLE 1
1/4" MAX. SHIM
MIN. EMBEDP
SEE TABLE 1
PERIMETER SEALANT
BYINSTALLER
INSIDE AND OUT
SEALANT BEHIND
FLANGE BY INSTALLER
HORIZONTAL SECTION
6 TYPICAL JAMB ANCHORAGE
TABLE 1: APPROVED INSTALLATION FASTENERS
FRAMETYPE
SUBSTRATE TYPE
ANCHOR TYPE
MIN. EMBEDMENT
MIN. EDGE DIST.
FLANGE
CONCRETE (2.0 KSI MIN.)
3/16" ITW TAPCON
1-1/2"
1-118"
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
1-1/4"
2-1/2"
FLANGE
2XMIN. SOUTHERN PINE (6=0.55)
3/16" ITW TAPCON
OR ELCO ULTRACON
1-3/8"
7/8"
FLANGE
2X MIN. SOUTHERN PINE (G=0.55)
#10 WOOD SCREW
1-3/8"
7/8"
FLANGE
16 GAUGE (0.060") MIN. STEEL STUD
(33 KSI YIELD MIN)
#10-16 HILTI KWIK-FLEXOR RW
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 /
DRILLING SCREW
FULL THREAD
THRU 0.125"
7/16"
FIN
2XMIN. SOUTHERN PINE (G=0.55)
1#8 WOOD SCREW
1-1/2"
7/16"
MIN. EDGE DIST. SUBSTRATE
SEE TABLE 1 � SE OTHERS
114" MAX. SHIM SEE TABLE 1
MIN. EMBEDMENT
SEE TABLE 1
L]L
PERIMETER SEALANT
BY INSTALLER
INSIDE AND OUT
INSTALLATION ANCHOR
SEE TABLE 1
SEALANT BEHIND
FIN BY INSTALLER
HORIZONTAL SECTION
6 TYPICAL FIN ANCHORAGE
HEAD AND SILL SIMILAR FOR FIN INSTALLATION
WINDOW! SYSTEMS Il u_-ZJ
1900 SW 44TH AVE.
OCALA, FLORIDA 34474
WWW.CWS.CC
8100 PVC
SINGLE HUNG
IMPACT
o H
o d
>
W
w O cc
EL n~
w Q
U
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No 58201
STATE_ OF
7�
4/11/2015
LUCAS A. TURNER, P.E.
FL PE # 58201
PERIMETER SEALANT
1239 JABARA AVE.
BY INSTALLER
NORTH PORT, FL 34288
INSIDE AND OUT
PH. 941-380-1574
D HORIZONTAL SECTION
6 BOX FRAME INSTALLATION
SHEET DESCRIPTION:
HEAD AND SILL SIMILAR FOR BOX INSTALLATION
INSTALLATION DETAILS
FLANGE REMOVAL NOTE: PARTIALLY OR FULLY REMOVING THE FLANGE,
UP TO AND INCLUDING A BOX -FRAME APPLICATION IS ACCEPTABLE PROVIDED:
DRAWN BY:
DATE:
EMK
09/18/14
MIN. 1/4" FILLET OF CONSTRUCTION -GRADE ADHESIVE CAULK IS APPLIED
Dw#. #:
REV.:
INSIDE AND OUT, FULL PERIMETER, BY INSTALLER.
CWS-958
A
- PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS
SHOWN FOR FLANGE WINDOWS.
SCALE:
SHEET
1:2
60F6