HomeMy WebLinkAboutPROJECT INFORMATIONURNER 1239 Jabara Ave.
SCANNED North Port, FL 34288
ENGINEERING & BY Ph. 941-380-1574
TCONSULTING, INC. St. Lucie County 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 6"
Edition (2017) Florida Building Code including the High Velocity Hurricane Zone. The product testing
standards performed are outlined below.. I a I k a x a x), X K), X X->- X A
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 -IA, 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 #14-0916.11 t
• Requires Quanex (Mikron) white rigid PVC framing per NOA #17-0206.10'
' I have evaluated the materials in these NOAs and find that they comply with the requirements of the
61h 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.
REW-'
�. �G E N gF.
v t No 58201
t STATE OF
a
b: 8/28/2017
Lucas A. Turner, P.E.
FL PE 958201
SLIDING GLASS DOOR - IMPACT
48 il8'
MAX UNITWIDTH
MA%
PANF1 WIDTH
� A
14513116'
MAXUNITWIDTH
48 7!8'
MAX
ANELWIDTH
41
4GLAS
6
AX
F�
OLD
INIT
EIGHT
9J
MA%
V2'
D
86ASS
GLASS
Q
Q
PANEL
DLO
HEIGHT
i
b
c
TABLE OF CONTENTS
GENERAL NOTES 8 ELEVATIONS .....................1
SECTION VIEWS OXXO 8 GLAZING DETAIL ..... 2
SECTION VIEWS OXO SXO...... ............. ............. 3
EXTRUSIONS 8 B.O.M.........................................4
ANCHOR SCHEDULE 8 NOTES ............................5
INSTALLATION DETAILS... ............. ....... ..... ........ 6
L
h
GENERAL NOTES:
1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO WINDOW SYSTEMS Q
COMPLY WITH THE FLORIDA BUILDING CODE (FBC), CURRENT EDITION AND
IS RATED FOR IMPACT USE IN WIND ZONE 4 AND HIGH VELOCITY 19005W44THAVE,
HURRICANE ZONE (HVHZ) AREAS AS DEFINED IN ASTM E 19915 PER THE F8C. OCALA, FLORIDA 34474
W W W.CW S.CC
2. GLAZING DETAIL: (SEE SHEET 2)
3. APPROVED CONFIGURATIONS:'OX%O", "OXO','%O",'OX-
4. DESIGN PRESSURES:
.NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS
TABLES ASTM E-1300.04e01/09.
-POSITIVE DESIGN LOADS BASED ON TESTED PRESSURE, WATER
INFILTRATION TEST PRESSURE, AND GLASS TABLES
8900 PVC
SLIDING GLASS
DOOR - IMPACT
Z 3 Q 3
ASTM E-1300-04e01/09.
<
Z
O w O N W O O
z=
5. ANCHORAGE: THE 33113%STRESS INCREASE HAS NOT BEEN USED IN THE
B
Z 0 3 K _
0
DESIGN OF THIS PRODUCT. SEE SHEET 6 FOR INSTALLATION DETAIL
o
710 �.i
WIND LOAD DURATION FACTOR CB=1S WAS USED FOR WOOD ANCHOR
z
Z M E < w m O O
rB CALCULATIONS.
O
O O V< Z r LY
Uwh- dH-WE
6
O
Z j'-D0-
3
D fi. PRODUCTS APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE NOT
REOUIRED.
O Z O yj Z O I, -
r -' E O. z
s
m
p
M¢g¢OFF_o_
7. ALL FRAMES ARE PROCESSED AND SCREWED TOGETHER. VENTS FULLY
F
LY a' j j � ZO 2
WELDED.
_
0 woOwyF
S. SERIES / MODEL DESIGNATION: SGD43900.
O
awom
s K w T y
3a
MAX UNIT WIDTH 9. THE DESIGNATION %AND O STAND FOR THE FOLLOWING:
a
a
%=OPERABLE SASH, O=F1%ED SASH.
MA% J1`-�10RE W -rii�
PANEL WIDTH 10. SECTION CALLOUTS APPLY TO ALL CONFIGURATIONS.-��`05; •,CEN,c::4A�4_
413/4' —
GLASS
6'
DLO
AX
MIT
EIGHT
s9."
E
O
X
PANEL
HEIGHT
S
a
L
L OLD
11. EMERNAL WEEP SLOT =1/4 X 1' LOCATED 4' FROM BOTH ENDS.
E
CONFIG.
MAX. UNIT SIZE
MAX. PANEL
SIZE
DESIGN PRESSURE
RATING
IMPACT RATING
XO
96" x 96"
OXO
145-13/16" x 96"
8-7/8" x 93-1/2"
+/-60 PSF
LARGE MISSILE IMPACT
OXXO
191-1/8" x 96"
No 56201
STATE OF
LUCAS A. TURNER, P,E.
FL PE # 58201
1239 JABARA AVE.
NORTH PORT, FL 34288
PH. 941-380-1574
GENERAL NOTES AND
ELEVATIONS
ADE I 06/03/O8
CWS-298
SHEET
1:33.33 1 OF 6
SECTION B-B
PAIR OF ANCHORS AT EACH CLIP.
SEE SHT 6 FOR SPACING
OUANF]( DURASEAL
IGSPACER
SECTION C-C
FIXED PANEL ATTACHMENT
NOTE:
INSTALLATION WITH NO SILL RISER ALLOWED ONLY WHERE
WATER INFILTRATION RESISTANCE IS NOT REQUIRED,.
1:1.33
1' OVERALL
&16' TEMPERED
XW AIRSPACE
7/15' LPMINATED GLASS
3116- ANNEALED GIASS
.090 SENTRYGIASS IONOPIAST INTERLAYER
3116' ANNEALED GLASS
PURFECT GLAZE'H'
SIXAFLEX552
1311T GLASS BITE
1900 SW 44TH AVE.
OCALA, FLORIDA 34474
W W W.CWS.CC
8900 PVC
SLIDING GLASS
DOOR -IMPACT
a 3 3 azo
0,0 NFF
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OWO
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No 5S201
i
STATE OF
Z�-
9/22/2017
LUCAS A. TURNER, P.E.
FL PE # 58201
1239 JABARA AVE.
NORTH PORT, FL 34288
PH. 941-380-1574
SECTION VIEWS - OXXO
AND GLAZING DETAIL
ADE
06/03/08
IG 9:
REV.:
CWS-298
C
^
SHEET
1:2.63
2 OF 6
fflN/INOOW SYSTEMS
1900 SW 44TH AVE.
OCALA, FLORIDA 34474
W W W.CWS.CC
3
tfi 8 0 1 3
1 ] a
6 18 5
8900 PVC
C9
p
SLIDING GLASS
❑❑
DOOR -IMPACT
❑❑
Q
z 3 ¢z3
8 ®�
Z
Z.
W J❑ Q W O o
it
z
zOz ¢kzr
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ou-
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1�o'°3oN
1
2 9 3 34 19
4 8 30
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SECTION D-D
a
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10
.............. 'P,G.'
5
78 6 1 4 ] 3
3 1 0
II--gg
'P1, STATE OF .7Wp
a e
z�
9f2212017
LUC P.E.
FL PE # 58201
1239 JABARA AVE.
1
1 0 6 4
19 2
NORTH PORT, FL 34288
PH. 941-380-1574
SECTION E-E
SHEETDESCRJPTION.
SECTION VIEWS - OXO
AND XO/OX
DRAWN BY:
DATE:
NOTES:
ADE
06/03/08
1. ITEMS NOT SHOWN FOR CLARITY: 10, 26-32
Dwea:
HEv_
2. VERTICAL SECTION CAN BE SEEN ON SHEET 2.
CWS-298
C
-
SCALE :
SHEET
1:2.63
3 OF 6
F1
PVC ASTRAGAL - 6043
b t5116'y
171W j�g( '7O'�
L _ II—I���❑LI� , g•
PVC OUTER FRAME - 6042
iP
2 1116.
LIT,
REINF.-1993
PVC PNL INTERLOCK - 6060 PVC PNL LOCKSTILE.6059 PVC PNL INTERLOCK - 6033
FRAME CORNERS
SCREWED TOGETHER
1:10
VENT CONSTRUCTION
I L--�
VENTS FULLY WELDED
1:10
6 r
till
T�2,1,6'
d eI 15/a--- s
fi
3
2 ,3I16'
33I16' ,1,6• 3298" 11Y16•
llg'L6' L
PVC INTERLOCK SNAP -6061 FIXED PNL CLIP.4295 FIXED PNL COVER -1597 REINF.-1775 HIGHRISE - 1737
BACK FIN ULTRAFAB 211116-
SULLNAN PVC NT 2,I8' Y4• i
3 6' r
Sla' 12' 1 3'g• 3/16'tlt6•,&4ROLLER TRACK-1930IL
PVC SCREEN ADAPTOR -6045 SILL THRESH COVER-1764
PVC WELD SUPPORT- 6046
718' 2 1116'
2 3116'
4 31T" 1l8' 7116' 518,
2 1 11g 3
1 12 1 1/4• 30 9/16' --1k--
L 8" 1/1b' g' 6'
I16•
PVC SCREEN CHANNEL -6044 PVC TRACK FILLER -60d0 FIXED PNL SUPPORT -1722
L— PVC SCREEN TRACK -6041
NOTE: ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE SPECIFIED. PVC GLAZING BEAD-6037
REINF. - 1726
1900 SW "TH AVE.
OCALA, FLORIDA 3a474
W W W.CWS.CC
8900 PVC
SLIDING GLASS
DOOR -IMPACT
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N. 59231
STATE OF
9/22/2017
LUCAS A. TURNER, P.E.
FL PE # 58201
1239 JABARA AVE.
NORTH PORT, FL 34288
PH. 941-380-1574
BOM AND EXTRUSIONS
ADE
06/03/08
JGO:
REV.:
CWS-298
C
SHEET
12
4OF6
6" MAX. wwo.C. I
(TVP) (TYP)
4 (TYP)
1B' MAX. O.C.
mP)
I
I
I
I I I
ANCHOR LAYOUT
1. INSTALL TWO ANCHORS AT EACH LOCATION. SILL ANCHOR SPACING SAME AS HEAD.
2. SHIM AS REDD AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX. ALLOWABLE SHIM STACK TO BE 114'. USE SHIMS WHERE SPACE GREATER THAN 1116'IS PRESENT. LOAD BEARING SHIMS SHALL
� BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. WOOD SHIMS ARE NOT ALLOWED.
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 MANUFACTURERS 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 WIND LOADS TO THE STRUCTURE.
SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLEI,SHEET6. 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), FMAAVDMA 250(BOX WINDOWS), FMA/AAMAfWDMA 300(EXTERIOR DOORS).
WINDOW SYSTEMS B
1900 SW 44TH AVE.
OCALA. FLORIDA 34474
W W W.CWS.CC
8900 PVC
SLIDING GLASS
DOOR -IMPACT
a 3 3 azs
z pwo awoo
w zoz �k?r
p am->oa3m
zxm¢rcw00
O OF-O Qxr�
U UN�ZLLFUILL
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Q i Z N Z O D U
F—UILi00LL2
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a , X pia
No SS201
i
STATE OF
iZ
LUCAS A. TURNER, P.E.
FL PE # 58201
1239 JABARA AVE.
NORTH PORT, FL 34288
PH. 941-380-1574
ANCHOR SCHEDULE
NOTES
ADE
06/03108
IG.:
REV.:
CWS-298
C
SHEET
120
50F6
SUBSTRATE BY
SEE TABLE 1
U
SEALANT UNDER
HEAD BY INSTALI
TYPICAL HEAD ANCHORAGE
27/16-MIN. —11
I n 1 VERTICALSECTION
6 TYPICAL SILLANCHORAGE
u
MAX SHIM
INTERIOR
u
MIN. EDGE DIST.
SEE TABLE 1
PrA
PERIMETER SEALANT BY
INSIDE AND OUT
SUBSTR
SEE TABLE 1
HORIZONTAL SECTION
6 TYPICALJAMBANCHORAGE
11.11
TABLE 1: APPROVED INSTALLATION FASTENERS
BUBSTRATETYPE
ANCHOR TYPE
MI EDMENT
MIN. EDGE DIST.
FtDNCRETE(2.0 KSI MIN.)
R
3116'WTAPCON
1'
3'
CONCRETE (2.85 KSI MIN.)
3/16' ELCO ULTRACON
1J/4'
1'
HOLLOW OR GROUT -FILLED CMU (117 PCF MIN.)
3/16' RW TAPCON
1'
3-
HOLLOW OR GROUT -FILLED CMU (ASTM C-90)
3/16' ELCO ULTRACON
1-114'
2.112'
2X MIN, SOUTHERN PINE (G=0.55)
3/16° ITN TAPCON
1.318'
1'
2X MIN. SOUTHERN PINE (G=0.55)
#10 WOOD SCREW
1-318,
1'
16 GAUGE(0.060') MIN, STEEL STUD
(33 KSI YIELD MIN)
#10.16 HILT? KWIK-FLEXOR TfW
TEKS SELF -DRILLING SCREW
FULL THREAD
THRU 0.06P
7/16-
118' ALUM. (6063-TS MIN.) OR
1/8- STEEL (33 KSI MIN.)
N10 GRADE 5 SELF -TAPPING /
DRILLING SCREW
FULL THREAD
THRU 0.125'
7/16'
FIXED PANEL CLIP ANCHORS INTO:
CONCRETE (2.0 KSI MIN.) OR
HOLLOW OR GROUT -FILLED CMU (117 PCF MIN.)
3116' ITW TAPCON
1"
3"
FLIED PANEL CLIP ANCHORS INTO:
CONCRETE (2.85 KSI MIN.) OR
HOLLOW OR GROUT -FILLED CMU (ASTM C-90)
3116' ELCO ULTRACON
1-114"
2-1/2"
M
1900SW44THAVE.
OCALA, FLORIDA 34474
W W W.CWS.CC
8900 PVC
SLIDING GLASS
DOOR -IMPACT
a
-Z 3 az3
o ",oci
o
zoz m-?
aN3>o�3m
2
Z
rW ZZW'O
Z EQC
a
UV1ODd"m
O
2-J�ZrmN
no
��LL2ZOOWZ
a
a30W-x0_
o� io3ouu
la-
wuu
K41OWNr
0'
ZN
O
i�K ws¢ y
'Y Yy- Y
a
r a W3w
SEE TABLE 1
TWO ANCHORS PER
FIXED CLIP THROUGH
PRE -DRILLED HOLES
—114- MAX SHIM
�I- FIXED PANEL
MIN. EMBEDMENT
SEE TABLE 1
IPANEL CLIP
-CLIP ANCHORS MUST
BE LOCATED A MINIMUM
,DISTANCE OF 3-AWAY
FROM ANY MAIN FRAM
ANCHE
ANCHOR.
r INSTALLATION
Y ANCHOR(TYP) C HORIZONTAL SECTION
FIXED PAN EL CLIP DETAIL FIXED PANEL ANCHORAGE
NOTE: FIXED PANEL CLIP ANCHORS INTO WOOD OR METAL SHALL FOLLOW THE ANCHOR TYPE, MIN. EMBEDMENT AND MIN. EDGE DISTANCE LISTED IN TABLE I.
Ne 58201
STATE OF
zz
9/22/2017
LUCAS A. TURNER, P.E.
FL PE it 58201
1239 JABARA AVE.
NORTH PORT, FL 34288
PH. 941-380-1574
EST DESCRIPTION:
GENERAL NOTES AND
ELEVATIONS
U N BY: DATE:
ADE 06/03/08
VG REV.:
GWS-298 C
SHEET
1:2.67 6 OF 6