HomeMy WebLinkAboutEVALUATION REPORT - HORIZONTAL SLIDERURNER
ENGINEERING &
CONSULTING, INC.
i
SCANNED
BY
St Lucie County
1239 Jabara Ave.
North Port, FL 34288
Ph. 941-3 80-1574
FBPE C.O.A. #29779
Evaluation Report 871B
April 18, 2015
i
Product Description: Series 8200 PVC Horizontal Slider Window, Large Missile Impact (HVHZ), XO
or OX 74"x63" unit size with design pressures of +/-60 psf (Fin or Flange window)
Manufacturer: Custom Window Systems, Inc. 1900 SW 44`' Ave, Ocala, FL 34474
-nt of Compliance: This report evaluates the above -listed product per the requirements of FAC
Approval Rule Chapter 61G20-3.005 (4). This product complies with the requirements of the 5t'
(2014) Florida Building Code including the High Velocity Hurricane Zone. The product testing
Is performed are outlined below. %, k k k y a k, a I I k
Cechnical Documentation:
1) This report, prepared by Lucas A. Turner, P.E., at 1239 Jabara Ave., North Port, FL
2) Approval drawing CWS-871B, signed and sealed by Lucas A. Turner, P.E.
3) Test Reports NCTL-210-3887-1, -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, ASTM E 1996 `04/06/09, and AAMA/WDMA/CSA
101/I.S.2/A440 `08
4) Supplemental Calculations to support CWS-871B, signed and sealed by Lucas A. Turner, P.E.
I
hstallation: Units must be installed according to approval document CWS-871B.
Limitations of Use: This product: ` ` All I
• May be used up to the sizes and daylight openings indicated in CWS-871B
0 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 Dupont Butacite PVB Interlayer per Miami -Dade N.O.A. 13-0129.27t
• Requires Quanex (Mikron) white rigid PVC framing per Miami -Dade N.O.A. 12-1017.02t
t I have evaluated the interlayer and framing materials in these Dupont and Quanex NOAs and find
that they comply with the requirements of the 5 h Ed. (2014) 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.
1j111111/111/11
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No 56201 ..•�:�Pr
. 0 .. Er sTA1 of : �� ` 4/18/2015
,Al
fi o Rlt, UX��.Lucas A. Turner, P.E.
FL PE 458201
HORIZONTAL SLIDER - LARGE MISSILE IMPACT
641/4"
MAX
FLANGE
TABLE OF CONTENTS
GENERAL NOTES & ELEVATION:
SECTION VIEWS & GLAZING DET
EXTRUSIONS & B.O.M...................
75 114" MAX. OVERALL FLANGE WIDTH
74" MAX. UNIT WIDTH
. j-33" GLASS DLO
0
GENERAL NOTES:
1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED.
WINDOW SYSTEP4S
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.
W WV.CWS.CC
I
2. GLAZING OPTIONS: (SEE SHEET 2)
"OX", "XO".
8200 PVC
3. CONFIGURATIONS:
HORZ.SLIDER
4. DESIGN PRESSURE RATING:
IMPACT
-NEGATIVE DESIGN LOADS BASED ON, TESTED. PRESSUREAND
GLASS TABLES ASTM E-1300-04:
-POSITIVE DESIGN LOADS BASED ON, TESTED PRESSURE, WATER
INFILTRATION TEST PRESSURE AND GLASS TABLES.
ASTM E-1300-04.
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5. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED
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IN THE DESIGN OF THIS PRODUCT. SEE SHEET 5 FOR ANCHOR.
DETAILS. WINDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD
¢
m
ANCHOR CALCULATIONS.
6: PRODUCT APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE NOT
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REQUIRED. 'THE IMPACT ROTARY LOCKS ARE INTENDED TO BE LEFT
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UNLATCHED DURING NORMAL OPERATION OF THIS PRODUCT, BUT
W
MUST BE ENGAGED PRIOR TO EXPOSURE TO HURRICANE WINDS AND,
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FLYING DEBRIS.
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7. ALL FRAMES AND .VENTS FULLY WELDED. SMALL JOINT SEAM SEALANT
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USED AT FIXED MEETING RAIL AND HEAD/SILL.
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8. SERIES / MODEL DESIGNATION HS-8200.
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9. THE DESIGNATION XAND,O STAND FOR THE FOLLOWING:
„tit1[goofy
= OPERABLE SASH, 0 = FIXED SASH`PNDEN�
'T:�',�'�'
10.S CTIONCALLOUTSAPPLYTOALLELEVATIONSIN'A'SIMILAR
+X
VP
LOCATION.
++
wt ":�13?
No 58201
11. EXTERNAL WEEP SLOT 114" x 1" LOCATED 4" FROM BOTH ENDS.
r9 • STATE OF 'IfJ
MAX. UNIT SIZE
DESIGN PRESSURE RATING
IMPACT RATING
74"-x,63"-----
+/=-60-P-SF-
-LARGE MISSILE IMPACT
v00; ' fONA%- � +�
4/11/2015
LUCAS A. TURNER, P.E.
FL PE #,56201
1239 JABARA AVE.
NORTH PORT,'FL 34288
PH. 941-38Q-1574
SHEET DESCRIPTION:
GENERALNOTES AND,
ELEVATIONS
DRAWN BY: DATE:
ADE J0/16/13
DWG#: REV.:
CWS487_1 B
-- --- SCALE: s SHEET
1:1;'s •'1; OF 5.
INTERIOR
SECTION A -A II
SECTION C-C
- - - --- — -- - -AL-TERNATE-FIN-FRAME---
INTERIOR
SECTION B-B
NOTE: FIXED LITE AT HEAD
AND SILL IS SIMILAR.
HEAD IMPACT HOOK (TYP.)
MIDSPAN OF SASH
(ITEMS 35& 36)
JAMB SWEEP LOCK LOCATIONS
1:20
SWEEP LOCK (TYP.)
ONLY ENGAGED PRIOR
TO HURRICANE FORCE WIN
LOCATED AT THIRD POINTS
(ITEM 27)
GLASS TYPE A
WINDOW SYSTEMS &-U, IzI
1900 SW 44TH AVE.
OCALA. FLORIDA W74
WWW.CWS.CC .
8200 PVC: .
HORZ. SLIDER
IMPACT
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JVERP'LL No -58201 '��
4NNEALEDorTEMPERED
AIRSPACE z
_ �9= STATE !OF : 4r:
MINEALED i���,�5�..........
O R 10 `�N .
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DUPONT PVB INTERLAYER .
4NNEALED
4/11/2015
FECT GLAZE "H"
FLEX 552 " LUCAS A. TURNER, P.E:
FL PE # 58'
Z 1239 JABARA AVE.
NORTH PORT,;FL 34288.
PH.941-380-1574:'
SHEET DESCRIPTION:
1/2" GLASS;BRE '
SECTION:VIEWS AND
GLAZING DETAIL
DRAWN BY: DATE:
ADE 10/10/13
DWG REV.: .
:CWS-871. B
�— - SCALE SHEET
1:2 2OF5
PARTS LIST
rEM
PART#
DESCRIPTION
1
H-1497
Reinf. Sash Meet. Rail
2
H-1699
Reinf. S.B.R./S.S.R,
3
H-1836 '
Meet. Rail, Fxd.
4
H-6052
Sash Tap/Bot. Rail
5
H-6048
Main Fr., SH, w/ Fin., PVC
6
H-6050
Sash Meet. Rail, PVC
7
H-6051
Sash Side Rail, PVC
8
H-6049.
Main Fr., SH, w/Fig:, PVC
9
P-3029
Screen Pull Tab
10
P-3033
Screen Spring, SS
11
P-3113
Screw Support, PVC
12
P-3218
Screen Frame
13
P-3228
Screen Spline, .155 Die., Blk.
14
P-4754
Screen Frame Comer Key
15
P3342
Seam Sealer, SM-5504
16
P-3352
Set. Blk., 85 Dur., 1/8" x 5/8" x 2"
17
P-3429
Wstp., 0.270 x .187 back FinSeal,
18
P-3539
1#8 x 3/4" Square TEK 2 Zinc
19
P-4730
#8 x 1/2" Truss PH TEK 2 Zinc
20
P-3752
Cap Plug, 1/2" Hole
21
P-3783 or
P-5250
Spring Lock, Impact, PVC
22
P-4779
Roller, Tandem
23
P-4051
#8 x 1 114 Ph FH TEK, Wht.
24
P-4069
Keeper, Impact, PVC
25
P-4479
lWeep Coaerw/ Flap
26
P-4638
#8 x 2 112 Ph Truss SMS
27
P-4958
Rotary Lock
28
P4952
Keeper, Rotary Lock
29
P-4959
Wstp., 0.420 x .187 back FinSeal,
30
P-4633
Barrel Fastener
31
S-1112
Reinforcement, Head
32
S-1498
Reinf. S.B.R./S.S.R,
34
S-1776
Roller Track
35
S-1999
Frame Hook, Head, Impact
36
S-2000
Panel Catch, Head, Impact
37
S-6005
Anti Lift
38
S-6013
Scm. Adapt., w/ Nib, PVC
39
S-6014
Scm. Adapt., PVC
40
S-6063
Fixed Rail Cover
41
S-6064
Glazing Bead
42
GLASS
SEE SHEET 2
43
Purfect Glaze "H". SikaFlex 552
VENDOR
MATERIAL
3118" -1
(� e
2 11/16" "��� 3
oQoQ 1/16"
��
r
PVC FRAME FLANGE16049
Keymark
Alum
Keymark
Alum
Keymark
Alum
Mikron
PVC
Mikron
PVC
Mikron
PVC
Mikron
PVC
Mikron
PVC
3 118" —�
� � � � 3
.. 5
9/16" �o� 2 1/8"
FIXED RAIL -1836
Summit PVC FRAME FIN-6048
Hurley 1 15/16' 1 3116"
Team Plastic Rubber I—23116^ 9116•
Allmetal RollFormE 7
6 4 40
Dapa 1518' 1518" q 15I18" q 15116•
Allmetal Nylon 1/16° I q 1/16" I 1/16• vts"
Schnee Silicone L LL
FrankLowe Rubber PVC SASH MTG. RAIL-6050 PVC SASH SIDE RAIL-6051 PVC SASH TOP/BTM RAIL-6052 PVC FIXED RAIL COVER -6063
Ultrafab
Fastenal Steel
Fastenal Steel
M&M Nylon
Interlock
M&M Nylon
Fastenal Steel
Interlock
Ajax Steel
Sullivan Zinc
Sullivan Zinc
Ultmfab
Fastenal Steel
Keymark Alum
Keymark Alum
Keymark Alum
Keymark Alum
Keymark Alum
Mikron PVC
Mikron PVC
Mikron PVC
Mikron PVC
Mikron PVC
CARDINAL GLASS
Henkel / Sika Silicone
rO 3/16"
0
��.. 6".� 1 5116"
35
7/8" 1/16"
PLAN VIEW-1999 HEAD ACT HOOK -1999
0 3116"
O
�518"f~
T— 36
S/f 1/16"
PLAN VIEW-2000. PANEL IMPACT CATCH - 2000
�3/16°
- 3•1/2"
11
SCREW SUPPORT-3113'
LINE -ITEMS NOT USED: - NOTE: ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED.
33
5/e" t•�- I—y
-1T�"--I-I �� 1
i III iris"
SASH MTG. RAIL-1497
3116•-0 314" r-
T- 3
� 1116"
S.B.RJS.S.R.- 1498
v4
4,
7/8'
PVC GBEAD-6064
1/2"� jam, v8•y
-►ii- I 36
1116"
PVC SCREEN CATCH -6p13
39
1/16'
PVC SCREEN SUPPORT -6014
CORNER CONSTRUCTION
CORNER WELD
(ALL SIDES)
1:8
15
6
FIXED MEETING RAIL
SCREWED TOGETHER WITH
OUTERFRAME
1:8
314"
2
15/16"
L0 1/16"
SASH REINF. - 1699
34
1/16"
ROLLER TRACK -1776
r 7/8" 1
9/11 I I 31 .
1/16"
GLAZE BEAD -1112
318" 1 I� 1 5/16°
�71"I 3
L
iris^
PVC ANTI -LIFT, - 6005
1900 SW 44TH AVE.
OCALA, FLORIDA 34474
WWW.CWS.CC .
8200 PVC
HORZ.iSLIDER
IMPACT
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I' No 58201 "11w
STATE IOF "i4f
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4/11/2015
LUCAS A. TURNER, P.E.
FL PE # 58201
1239 JABARA AVE.
NORTH PORT, jFL 34288-
PH.941-380-1574
SOM AND EXl
^
y^10/10/13
ADE
IG 0:
REV.:
CWS-871
B
ALE:
SHEET
1:2
3OF5
wIN®ow.sYsre�ss
12 1/2" MAX. O.C. (TYP.)
'1900 SW 44THAVE.
4' MAX. 8- MAX. O.C. (TYP.)
6' MAX (TYP•) 13 P SEE NOTE 2 E NOTE 2
OCALA, FLORIDA 34474
W W W.CWS.CC
.
6" MAX (TYP.)).. 4" MAX (TYP.)
r INSTALLATION
82�� PUC
ANCHOR GYP.) , 1
HORZ. SLIDERINSTALLATION '
1
' ' I ' ANCHOR(TYP.)
IMPACT
I I B.
MAX O.C.
(TYP.)17'
In
v
0TYP.) C. I
O
1
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(MAX I O I I I O I `/ I
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ANCHOR LAYOUT -(FLANGE) ANCHOR LAYOUT -(FIN)
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No 58201 p .
NOTES:'
STATE
.. 'PLC
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1. INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION. SILL ANCHOR SPACING SAME AS HEAD.
4i�S;
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 ALL
Z
3. ANCHOR TYPE, SIZE, SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS, SEE TABLE 1, SHEET 5.
4/11/2015 ,
LUCAS A. TURNER, P.E.
FL PE # 58201
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.
1239 JABARA AVE.
5. INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SU13ST'RATES WITH STRENGTHS LESS THAN THE MINIMUM
NORTH PORT,,FL 34288
PH. 941-380-1574'
SPECIFIED IN TABLE 1, SHEET 5.
SHEET DESCRIPTION: I
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.
ANCHOR SCHEDULE AND
INSTALLATIONS TO SOLID CONCRETE OR GROUT -FILLED CMU MAY INCLUDE BUT DO NOT REOURE 1X WOOD BUCKS BETWEEN THE PRODUCT AND SUBSTRATE.
INSTALLATIONS TO HOLLOW CMU REQUIRE -THE USE OF IX BUCKS BETWEEN THE PRODUCT AND SUBSTRATE.
NOTES
7. A MINIMUM CENTER -TO -CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS: 3" FOR MASONRY, 1" FOR WOOD AND METAL.
DRAWN BY:
DATE:
ADE
10/10/13
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.
DWG a:
REV.:
SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET, SHEET 5. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED.
CWS-871
B
9. SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS:
SCALE:
SHEET
FMA/AAMQ 100(FIN WINDOWS);;FMA/AAMA 200(FLANGE WINDOWS), FMANVDMA 250(BOX WINDOWS), FMA/AAMAANDMA 300(EXTERIOR DOORS)
1:20
4 OF-5
MIN.EMBEDMENT (( jJj](�4j/j�•I%f/�{
TYPICAL HEAD ANCHORAGE SEE TABLE 1 SUBSTRATEV(SiSAyC4W/
BY OTHERS WINDOW SYSTEMS
MIN. EDGE DIST. 114" MAX SHIM SEE TABLE 1 MIN. EDGE DIST SUBSTRATE 1900 SW 44TH AVE.
SEE TABLE 1 SEE TABLE 1 BY OTHERS
. DIST.
SUBSTRATE BY OTHERS 114" MAX. SHIM �SEE TABLE 1 W FLORIDA 34474
W W.
SEE TABLE 1 MINEDGE DIST
MIN. EMBEDMENT �0 SEE TABLE 1
PERIMETER SEALANT SEE TABLE 1 Q O PVC
BY INSTALLER INSTALLATION ANCHOR 820
Q HORSLIDER
INSIDE AND OUT SEE TABLE 1 j�
�j0 LI 0 MIN. EMBEDMENT
SEALANT BEHIND �SEE TA13LE 1 IMPACT
FLANGE BY INSTALLER 1/4' MAX SHIM
Q
�
II1I BYRINSTALLERSEALANT
o o O
PERIMETER SEALANT BY ee INSIDE AND OUT
INSTALLER a
INSIDE AND OUT Y W
INSTALLATION ANCHOR � 2
INSTALLATION ANCHOR SEALANT BEHIND SEE TABLE 1 W Q m
FLANGE BY INSTALLER SEALANT BEHIND co
SEE TABLE 1 FIN BY INSTALLER 0 Z
�g1 HORIZONTAL SECTION r_F*� HORIZON7ALSECTION u°O. O
5 TYPICAL JAMB ANCHORAGE 5 TYPICAL FIN ANCHORAGE p W
1/4' MAX SHIM
SEALANT BEHIND
oQ q
FLANGEjBY INSTALLER
�7 1
u
PERIMETER SEALANT
MIN. EMBEDMEN'
BY INSTALLER
SEE TABLE
INSIDE AND OUT
SUBSTRATE BY OTHERS
SEE TABLE 1
- MIN. EDGE DIST.
SEE TABLE 1
VERTICAL
TYPICAL SILL ANCHORAGE
TABLE:1:APPROVED INSTALLATION FASTENERS
FRAME TYPE
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
FLANGE
GROUT -FILLED CMU (ASTM C-90)
3/16" ELCO ULTRACON
1-114"
2-1/2"
FLANGE
2X MIN. SOUTHERN PINE (G=0.55)
3/16" RW TAPCON
OR ELCO ULTRACON
13/8"
7/8"
FLANGE
2X MIN. SOUTHERN PINE (G=0.55)
#10 WOOD SCREW
13/8"
7/8"
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 /
DRILLING W SCRE_ _
FULL THREAD
_ THRU 0 125"_
7116"
FIN
2X MIN. SOUTHERN PINE (G=0.55)
#8 WOOD SCREW
1-11T
1/2"
HEAD AND SILL SIMILAR FOR FIN INSTALLATION
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No 5S201 -�-P
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ID= STATE OF 4U
i
4/11/2015
a�
LUCAS A. TURNER, P.E.
FL PE # 58201
PERIMETER SEALANT.
1239 JABARA AVE.
BY INSTALLER
INSIDE AND OUr
NORTH PORT, FL 34288
PH: 941-380''-1574 '
HORIZONTAL SECTION
�,S BOX FRAME INSTALLATION
SHEET DESCRIPTION:
HEADBAND 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
ADE
10/10/93
MIN. 1/4" FILLET OF CONSTRUCTION -GRADE ADHESIVE CAULK IS APPLIED
DWG#:
REV.:
INSIDE AND OUT, FULL PERIMETER, BY INSTALLER.
CWS-871
B
--PRODUCT.ANCHORAGE-IS-IN.A000RDANCE-WITH-REQUIREMENTS-AS- —
SHOWN FOR FLANGE WINDOWS.
SCALE:
SHEET
1:2 5OF5