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HORIZONTAL SLIDER - LARGE MISSILE IMPACT
64 1/4"
MAX.
FLANGE
HEIGHT
63"
MAX.
UNIT
HEGHT
1
I
58 13I16"
GLASS
DLO
I
I
TABLE OF CONTENTS
GENERAL NOTES & ELEVATIONS ........... 1
SECTION VIEWS & GLAZING DETAILS .... 2
EXTRUSIONS & B.O.M...............................3
ANCHOR SCHEDULE & NOTES................4
INSTALLATION DETAILS ...........................5
75 1/4" MAX. OVERALL FLANGE WIDTH
74" MAX. UNIT WIDTH
33" GLASS DLO —
A
O x I G C 59 9/16"
MAX.
SASH
HEIGHT
I �
� _ B
I 5
5
1 I
I 5:
D '
D _ A A
33" GLASS DLO
36 5/16" MAX. SASH WIDTH
GENERAL NOTES:
1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED
TO COMPLY WITH THE FLORIDA BUILDING CODE (FBC), CURRENT
EDITION AND IS RATED FOR WIND ZONE 3 MISSILE LEVEL D IMPACT
USE AS DEFINED IN ASTM E 1996 PER THE FBC.
THIS PRODUCT MAY NOT BE USED IN THE HIGH VELOCITY HURRICANE
ZONE HVHZ OR IN A T 996 WIND ZONE 4 AREAS.
2. GLAZING OPTIONS: (SEE SHEET 2)
3. CONFIGURATIONS: "OX", "XO",
4. DESIGN PRESSURE RATING:
-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
ASTM E-1300-04e01/09.
5. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED
IN THE DESIGN OF THIS PRODUCT. SEE SHEET 5 FOR ANCHOR
DETAILS. WINDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD
ANCHOR CALCULATIONS.
6. PRODUCT APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE NOT
REQUIRED. THE IMPACT ROTARY LOCKS ARE INTENDED TO BE LEFT
UNLATCHED DURING NORMAL OPERATION OF THIS PRODUCT, BUT
MUST BE ENGAGED PRIOR TO EXPOSURE TO HURRICANE WINDS AND
FLYING DEBRIS.
7. ALL FRAMES AND VENTS FULLY WELDED. SMALL JOINT SEAM SEALANT
USED AT FIXED MEETING RAIL AND HEAD/SILL.
8. SERIES / MODEL DESIGNATION HS-8200.
9. THE DESIGNATION X AND O STAND FOR THE FOLLOWING:
X = OPERABLE SASH, 0 = FIXED SASH
10. SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR
LOCATION.
11. EXTERNAL WEEP SLOT = 1/4" x 1" LOCATED 4" FROM BOTH ENDS.
MAX. UNIT SIZE
DESIGN PRESSURE RATING
IMPACT RATING
74" x 63"
+/- 50 PSF
LARGE MISSILE IMPACT
Lucas Turner
2020.08.06
14:50:30
-05'00'
09®bN
WINDOW SYSTEMS
1900 SW 44TH AVE.
OCALA, FLORIDA 34474
WWW.CWS.CC
8200 PVC
HORZ. SLIDER
IMPACT
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No. 58201
I
,5 STATE OF ILI
�" optW...CL A,
8/05/2020
LUCAS A. TURNER, P.E.
FL PE # 582 It
2428 Old Natchez Trc Trl
Camden, TN 38320
PH. 941-380-1574
GENERAL NOTES AND
ELEVATIONS
ADE 10/10/13
DWG#: REV.:
CWS-867 D
SCALE: SHEET
1:15 1 OF 5
SECTION D-D
ALTERNATE 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)
FIN FRAME ONLY:
JAMB IMPACT HOOKS
OR ROTARY LOCKS
LOCATED AT THIRD POINTS
HEAD IMPACT HOOK AND
JAMB IMPACT HOOK/ROTARY LOCK LOCATIONS
1:20
SECTION VIEW C-C
ALTERNATE JAMB ROTARY LOCKS
MAY BE SUBSTITUTED FOR JAMB IMPACT HOOKS
NOTE: ROTARY LOCKS ARE TO BE ENGAGED ONLY
DURING HURRICANE CONDITIONS.
tl�
' L
4 —
GLASS TYPE A
1:1
SET i ING BLOCKS PER FBC 2411.3.3.1
718" OVERALL
1/8" ANNEALED or TEMPERED
7116" AIRSPACE
5116" LAMI
1/8" ANNEALED
.M PVB INTERLAYER
1/8" ANNEALED
PURFECT GLAZE "H"
SIKAFLEX 552
1/2" GLASS BITE
OUANEX DURASEAL or,
CARDINAL XL EDGE or,
KODISPACE 4SG TPS
I.G. SPACER
U310M"r6
WINDOW SYSTEMS
1900 SW 44TH AVE.
OCALA, FLORIDA 34474
WWW.CWS.CC
8200 PVC
HORZ. SLIDER
IMPACT
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No. 58201 1
*� Z
All
STATE OF yam=
8/05/2020
LUCAS A. TURNER, P.E.
FL PE # 58201
2428 Old Natchez Trc Trl
Camden, TN 38320
PH. 941-380-1574
SECTION VIEWS AND
GLAZING DETAIL
AIDE 10/10/13
DWG#: REV.:
CWS-867 D
SCALE- SHEET
12 20F5
PARTS LIST
ITEM
PART #
DESCRIPTION
MATERIAL
1
H-2124
Reinf. Sash Meet. Rail
Alum
2
H-2123
Reinf. S.B.R./S.S.R,
Alum
3
H-2121
Meet. Rail, Fxd.
Alum
4
H-6225
Sash, Rail/Stile
PVC
5
H-6231
Main Fr., SH, w/ Fin., PVC
PVC
6
H-6224
Hf223
Sash Meet. Rail, PVC
PVC
7
Sash, Pull Rail/Stile, PVC
PVC
8
H-6222
Main Fr., SH, w/Fig., PVC
PVC
9
P-3029
Screen Pull Tab
10
P-3033
Screen Spring, SS
12
P-3218
Screen Frame
RollForm
13
P-3228
Screen Spline, .155 Dia., Blk.
14
P-3321
Screen Frame Comer Key
Nylon
15
P-3342
Seam Sealer, SM-5504
Silicone
16
P-5582
Set. Blk., 85 Dur., 1/8" x 7/8" x 1.5" Lg,
Rubber
17
P-3429
'Wstp., 0.270 x .187 back FinSeal, Gray
18
P-3511
#8 x 5/8" SQUARE TEK 2 Zinc
Steel
19
P-4730
#8 x 1/2" Truss PH TEK 2 Zinc
Steel
20
P-5588
Cap Plug, 1/2" Hole
Nylon
21
P-3783
Lock, Impact, PVC
22
P-3804
Roller, Tandem
Nylon
23
P-4051
#8 x 1 1/4 Ph FH TEK, Wht.
Steel
24
P-4069
lKeeper, Impact, PVC
25
P- 479
Weep Coeer w/ Flap
Nylon
26
P-4638
#8 x 2 1/2 Ph Truss SMS
Steel
29
P-4959
Wstp., 0.420 x .187 back FinSeal, Gray
31
S-1112
Reinforcement
Alum
32
S-2129
Reinf. S.B.R./S.S.R,
Alum
33
S-1577
Frame Hook, PVC Impact
Alum
34
S-1776
Roller Track
Alum
35
S-1999
Frame Hook, Head, Impact
Alum
36
S-2000
Panel Catch, Head, Impact
Alum
38
S-6226
Scrn. Adapt., w/ Nib, PVC
PVC
39
S-6227
Scrn. Adapt., PVC
PVC
40
S-6228 IFixed
Rail Cover
PVC
41
S-6237
Glazing Bead
PVC
42
GLASS
SEE SHEET
GLASS
43
Purfect Glaze "H". SikaFlex 552
Silicone
44
P-3539
#8 x 3/4" Square PH Tek, Wht.
Steel
45
P-4958
Rotary Lock
46 1
P-4633
8-32 x 1/2" Barrel Fastener
47
P-4952 lKeeper,
Rotary Lock
3 118"
2 3/4"
0
PVC FRAME FLANGE
H-6222
2 3/16"
1 5I8"
- 1116"
PVC SASH MTG RAIL
H-6224
i - 3 1/8"
1/16" 3.9,+16"
1 15/16"�
`'JI
15/8" 1/16"
LTI
PVC SASH PULL
RAIL/STILE
H-6223
1 9/16"
;s
1/16'. 2 118"
MTG RAIL
H-2121
PVC SASH RAIL/STILE
H-6225
0 3/16"
0 0
1— 6" 1 1 5/16"
74' 1/16"
PLAN VIEW-1577
FRAME IMPACT HOOK-1577
- 3/16"
y�
O ❑
6'
35)
V8
} 1/16"
PLAN VIEW-1999 HEAD IMPACT HOOK - 1999
0 3/16"
O U
-15f$" r-
TLV361
L
PLAN VIEW-2000
PANEL IMPACT CATCH - 2000
PVC MTG RAIL CCVER
S-6228
518„ �I 1
REINF. SASH SASH MTG RAIL
H-2124
5/8"
5/16"
REINF. �S
S-2129
7Lr 41
PVC GLAZING BEAD
S-6237
CORNER CONSTRUCTION
4
CORNER WELD
(ALL SIDES)
1:8
FIXED MEETING RAIL
SCREWED TOGETHER WITH
OUTERFRAME
1:8
3/4".
1 i16" �q1/16^
REINF.
H-2123
1/16"
ROLLER TRACK - 1776
1
9r�s
1l16"
REINF. -1112
1 1/16"
7/1 sue" 1116" 3e
T
PVC SCREEN CATCH
S-6226
99 1116�"
VfJV, I11
F18"
PVC SCREEN SUPPORT
S-6227
WINDOW SYSTEMS 11
1900 SW 44TH AVE.
OCALA, FLORIDA 34474
WWW.CWS.CC
8200 PVC
HORZ. SLIDER
IMPACT
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`# No 58201
Uj
STATE OF
M
:; F
8/05/2020
LUCAS A. TURNER, P.E.
FL PE # 58201
2428 Old Natchez Trc Trl
Camden, TN 38320
PH. 941-380-1574
BOM AND EXTRUSIONS
ADE 1 10/10/13
LINE ITEMS NOT USED:
11, 27-28, 30
NOTE: ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED.
CWS-867 D
VALE; SHEET
1:2 3 OF 5
12 1 /2" MAX. O
6" MAX. (TYP )
6" MAX. (TYP.)
17"
MAX. O.C.
(TYP.)
NOTES:
r
_CHOR LAYOUT- (FLANGE)
=2
INSTALLATION
ANCHOR (TYP.)
4" MAX. (TYP-)1 1 1 8" MAX. O.C. (TYP.)
4" MAX. (TYI
8"
MAX. O.C.
(TYP.)
ANCHOR LAYOUT - (FIN)
— SEE NOTE 2
INSTALLATION
ANCHOR (TYP.)
1. 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 5.
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 5.
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: 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 TABLE1, SHEET 5. 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), FMA/WDMA 250(BOX WINDOWS), FMA/AAMA/WDMA 300(EXTERIOR DOORS)
QaLaux
1900 SW 44TH AVE-
OCALA, FLORIDA 34474
WWW.CWS.CC
8200 PVC
HORZ. SLIDER
IMPACT
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No, 58201
;70? # 1&u
R+ STATE OF ==
�i►�►� HALll ko��
8/05/2020
LUCAS A. TURNER, P.E.
FL PE 1158201
2428 Old Natchez Trc TrI
Camden, TN 38320
PH. 941-380-1574
ANCHOR SCHEDULE AND
NOTES
ADE 10/10/13
DWG#: REV.:
CWS-867 D
SCALE: SHEET
1:20 4 OF 5
MIN. EMBEDMENT
TYPICAL HEAD ANCHORAGE SEE TABLE 1 SUBSTRATE
BY OTHERS
MIN, EDGE DIST. 1/4" MAX SHIM SEE TABLE 1 MIN. EDGE DIST
SEE TABLE 1 SEE TABLE 1
SUBSTRATE BY OTHERS 14' MAX SHIM -
SEE TABLE 1 MIN, EDGE DIST
MIN. EMBEDMENT 4� SEE TABLE 1
PERIMETER SEALANT SEE TABLE 1
BYINSTALLER INSTALLATION ANCHOR - �C
INSIDE AND OUT SEE TABLE 1
SEALANT BEHIND -
FLANGE BY INSTALLER 1/4" MAX SHIM 0�
INSTALLATION ANCHOR
SEE TABLE 1
SEALANT BEHIND L_J��� 1/4" MAX SHIM
FLANGE BY INSTALLER (�
PERIMETER SEALANT MIN. EMBEDMENT
BYINSTALLER SEE TABLE 1
INSIDE AND OUT i
SUBSTRATE BY
SEE TABLE 1
MIN. E00k DIST.
SEE TAB L 1
ICAL SECTION
5 TYPICAL SILL ANCHORAGE
PERIMETER SEALANT
BYINSTALLER
INSIDE AND OUT
NT BEHIND
FLAN INSTALLER
HORIZONTAL SECTION
5 TYPICAL JAMB 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"
1-1/8"
'FIANGE
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 (G=0.55)
3/16" ITW TAPCON
OR ELCO ULTRACON
1-3/8"
7/8"
FLANGE
2XMIN. 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 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 I
DRILLING SCREW
FULL THREAD
THRU 0.125"
7/16"
FIN
2X MIN. SOUTHERN PINE (G=0.55) 1#8
WOOD SCREW
1-112"
1!2"
PERIMETER SEALANT
BYINSTALLER
INSIDE AND OUT
- SUBSTRATE
BY OTHERS
SEE TABLE 1
MIN. EMBEDMENT
SEE TABLE 1
PERIMETER SEALANT
L
BY
L7 INSIDE AND OUT
INSTALLATION ANCHOR
SEE TABLE 1
SEALANT BEHIND
FIN BY INSTALLER
HORIZONTAL SECTION
5 TYPICAL FIN ANCHORAGE
HEAD AND SILL SIMILAR FOR FIN INSTALLATION
HORIZONTAL SECTION
3 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.
(Cvx2IY(qLl LI[Y+
WINDOW SYSTEMS
1900 SW 44TH AVE.
OCALA, FLORIDA 34474
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No 582D1 �+
lSTATE OF
Ili
8/05/2020
LUCAS A. TURNER, P.E.
FL PE # 58201
2428 Old Natchez Trc Trl
Camden, TN 38320
PH. 941-380-1574
SHEET DESCRIPTION:
INSTALLATION DETAILS
'N BY: DATE:
ADE 10/10/13
CWS-867 D
ALE_ SHEET
1:2 5 OF 5