new x ll - cws · 2018. 12. 21. · fl pe # 58201 1239 jabara ave. north port, fl 34288 ph. 941...
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-
77 1/4"
FLANGE
HEIGHT
76" '
MAX
UNIT
HEIGHT
35 15/16"
MAX.
UPPER
SASH DHEIGHT D
36 15/16
MAX
LOWER
SASH
HEIGHT
TABLE OF CONTENTS
.
.
GENERAL NOTES & ELEVATIONS
SECTION VIEWS & GLAZING
EXTRUSIONS & B.O. M
ANCHOR SCHEDULE & NOTES
INSTALLATION DETAILS
IF
43-
A
5
1
2
3
4
5
X
DOUBLE HUNG - LARGE MISSILE IMPACT
54 3/8"
FLANGE WIDTH
53 1/8"
MAX UNIT WIDTH
48 15/16"
MAX. UPPER SASH WIDTH
46 1/4"
GLASS DLO
A
X
.
A
46 1/4"
GLASS DLO
49 15/16"
MAX. LOWER SASH WIDTH
.
33 3/8"
GLASSDLO
1 B
151C
5
ID1 5
33 3/8"
GLASS DLO
MAX. UNIT
SIZE
53-1/8" x 76"
48" x 72"
t
73 1/4"
FLANGE
HEIGHT
a
72"
MAX
UNIT
HEIGHT
3315/16"
MAX
UPPER
SASH
HEIGHT
34 15/16
MAX
LOWER
SASH
HEIGHT
49 1/4" -
FLANGE WIDTH
48" •
MAX. UNIT WIDTH
43 13/16"
MAX. UPPER SASH WIDTH
• 41 1/8" •
GLASS DLO
43-
X
. Irl,
41 1/8"
GLASS DLO
- 44 13/16"
MAX. LOWER SASH WIDTH
DESIGN PRESSURE
RATING
+/- 45 PSF
+/- 50 PSF
.
X
GENERAL NOTES:
1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED
TO COMPLY WITH THE FLORIDA BUILDING CODE (FBC), CURRENTEDITION AND IS RATED FOR MISSILE LEVEL D IMPACT USE IN WIND
ZONE 3 AREAS AS DEFINED IN ASTM E 1996 PER THE FBC.
THIS PRODUCT MAY NOT BE USED IN THE HIGH VELOCITY
HURRICANE ZONE (HVHZ) OR IN ASTM E 1996 WIND ZONE 4 AREAS.
2. GLAZING OPTIONS: (SEE SHEET 2)
3. CONFIGURATIONS: "X/X".
4. DESIGN PRESSURE RATING:
-NEGATIVE DESIGN LOADS BASED ON, TESTED PRESSURE ANDGLASS TABLES ASTM E-1300-04.
-POSITIVE DESIGN LOADS BASED ON, TESTED PRESSURE, WATERINFILTRATION TEST PRESSURE AND GLASS TABLES
ASTM E-1300-04.
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.
31 3/8"
GLASS DLO
6. PRODUCT APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE
NOT REQUIRED.
7. ALL FRAMES AND VENTS FULLY WELDED. SMALL JOINT SEAM
SEALANT USED AT FIXED MEETING RAIL AND JAMB.
8. SERIES / MODEL DESIGNATION DH-6500.
31 3/8"
GLASS DLO
IMPACT RATI NG
10. SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR
LOCATION.
LARGE MISSILE IMPACT
9. THE DESIGNATION X AND O STAND FOR THE FOLLOWING:
X = OPERABLE SASH
11. EXTERNAL WEEP SLOT = 1/2 x 2-1/2" LOCATED 5" FROM BOTH
ENDS.
Lucas A. Turner
2015-12-01
16:54-05:00
(062*=.icWHINDOW SYSTEMIS
1900 SW 44TH AVE.
OCALA, FLORIDA 34474WWW.CWS.CC
6500 PVC
DOUBLE HUNG
IMPACT
LO
0
LU
0
r
E
-
11
33
37
27
21
34 •
12
15
13
LU'LE
17 11
12 11 24
K
K
-1/
24
4
34
16
11
9
36
1
24
21
*L
SECTION VIEW A-A
-«S
* t.
1 1--CL#1 1 \JL -
1 »J*) j t®@
n fL
F-1 Inru=L
ALTERNATE FIN FRAME
SECTION VIEW B-B
@
..
--
?1 tIE- 1 111
0-'14L_-11Jul <]43 Ij \-
1111]was,/1 13\-16-=El0
@ 24
r=
.
..
I-I
--
«1
7/8" OVERALL
1/8" ANNEALED
7/16" AIRSPACE
5/16" LAMINATED
1/8" ANNEALED
.090" DUPONT PVB INTERLAYER
1/8" ANNEALED
tSIKAFLEX 552 OR
PURFECT GLAZE "H"
5/8" GLASS BITE
1-b
'11-'ULF-GLASS TYPE A
1:1
(062*=.icWHINDOW SYSTEMIS
1900 SW 44TH AVE.
OCALA, FLORIDA 34474WWW.CWS.CC
6500 PVC
DOUBLE HUNG
IMPACT
LO
0
LU
0
r
E
-
ITEM
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
21
22
24
25
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
PART #
H-6121
H-6122
H-6123
H-6130
H-6131
H-6132
H-6133
H-6134
H-6135
P-3028
P-3515
P-4146
P-5420
P-5085
P-5086
P-3783
P-3784
P-5424
P-5392
P-5396
P-5412
P-3305
S-2001
S-2003
S-2004
S-2005
S-2006
S-2010
S-2027
S-6141
S-6142
GLASS
P-5425
P-3218
P-4754
P-3228
P-3029
P-3033
DESCRIPTION
HEAD, OUTERFRAME
JAMBS, OUTERFRAME
SILL, OUTERFRAME
TOP RAIL, UPPER SASH
BOTTOM RAIL, UPPER SASH
SASH SIDE RAIL, UPPER SASH
BOTTOM RAIL, LOWER SASH
PARTS LIST
SASH SIDE RAIL, LOWER SASH
TOP RAIL, LOWER SASH
SETTING BLOCK
#8 x 5/8 PHIL FLAT WHITE SMS
#8 X 3/4 PHIL FLAT TEK.
WEEP COVER
WSTP,.355 X 333BULB VINYL
WSTP,.300 X 187BULB VINYL
LOCKS
KEEPERS
WSTP., .500 X 1.5" ADHESIVE BACK STRIP
SASH TILT LATCH
PIVOT BAR
JAMB JACK
W STP ., . 270 X 1 87
INTERLOCK RAIL
REINF, BOT RAIL, UPPER SASH
REINF, SIDE RAIL, LOWER SASH
REINF, TOP RAIL, LOWER SASH, & SIDE RAIL LOWER SAS
REINF, SASH TOP AND SIDE RAIL, UPPER SASH
REINF, BOTTOM RAIL, LOWER SASH
REINF, SIDE RAIL, UPPER SASH
GLAZING BEAD
SASH STOP
BALANCERS - CONSTANT FORCE RT
HOTMELT
SEE SHEET 2
WSTP,.200 X 5/8" X 5/8" DUST PLUG
SCREEN FRAME
SCREEN CORNER KEY
SCREEN SPLINE
SCREEN LIFTS
SCREEN SPRINGS
LINE ITEMS NOT USED:
20,23,26
3/4"
13/16"
L
..
r-(25-*-.062"
INTERLOCK
S-2001
MATERIAL
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
RUBBER
STEEL
STEEL
NYLON
NYLON
SS
STEEL
ALUM
ALUM
ALUM
ALUM
ALUM
ALUM
ALUM
PVC
SILICONE
ALUM
NYLON
-13/16" -9/16" -1
.093"
REINFORCEMENT
S-2003
VENDOR
ATN
ATN
ATN
ATN
ATN
ATN
ATN
ATN
ATN
FRANK LOWE
FASTENAL
FASTENAL
M&M
AMESBURY
AMESBURY
INTERLOCK
INTERLOCK
ULTRAFAB
CALDWELL
CALDWELL
MERCHANTS
ULTRAFAB
ASCEND
ASCEND
ASCEND
ASCEND
ASCEND
ASCEND
ASCEND
ATN
CALDWELL
TRUSEAL
ULTRAFAB
FLA SCREEN
FLA SCREEN
DAPA
SUMMIT
FLA SCREEN
11/16"
41,16"
37/8"
17/16"
.
4-il
41/8"
PVC FRAME HEAD
H-6121
43/16"
L
5-7-
t11
lULJL_fF:* in
I-. -1/16"
J
-- - 1/16"
Innr-C
PVC FRAME SILL
H-6123
-- 17/16" --1
ff -S 1/16"PVC SSR UPPER
H-6132
-15/16" -1
11/16"
!
, 9-.062"
REINFORCEMENT
S-2004
NOTE: ALL EXTRUSIONS ARE ALUM. 6063-T6 UNLESS OTHERWISE NOTED.
H
41/8"
t
-
41/8"
SlInnr-6
- 21/8" -
1 '1»115/16" 14
--1 - 1/16"
PVC BTM RAIL LOWER
H-6133
-15/16" -
·_ILF-»
FIL.093"
REINFORCEMENT
S-2005
PVC FRAME JAMB
H-6122
21/8"-
1 24 -
PVC TOP RAIL UPPER
H-6130
115/16"
1
-11/2" -
I-.
iiI '?Fs
«i
- 1/16"
CORNER WELD
(ALL SIDES)1:8
-17/16" -
® fl T'-®1/16" 11/2" 1,
1 *31 --1- 1/16"
PVC BOT RAIL UPPER
H-6131
--111/16"-,
115/16" If: -
-1/16" 0
» 13/16"- 13/16" -
9/16" 9/16" 1
]Ld_[-*L.062" L.062"
REINFORCEMENT
S-2006
REINFORCEMENT
S-2027
f15/16"
FRAME CORNER
CONSTRUCTION
9%«
PVC SSR LOWER
H-6134
«S
-1/16"
PVC TOP RAIL LOWER
H-6135
- 15/16" -
1_L.093"
REINFORCEMENT
S-2010
(062*=.icWHINDOW SYSTEMIS
1900 SW 44TH AVE.
OCALA, FLORIDA 34474WWW.CWS.CC
6500 PVC
DOUBLE HUNG
IMPACT
LO
0
LU
0
r
E
-
6" MAX. (TYP.)
6" MAX. (TYP.)
141/2"
MAX. O.C.
(TYP.)
4" (TYP.)
1_
. 1
..
NOTES:
1. INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION.
0
X
X
- MIDPOINT
t-
ANCHOR LAYOUT - (FLANGE)[NO SILL ANCHORS REQUIRED]
SEE NOTE 2
MTG RAIL
- INSTALLATION
ANCHORS(TYP.)
4" MAX. (TYP.)
4" MAX. (TYP.)
8" MAX. (TYP.)
4" THRU FRAME
(TYP.)
l-
_t
Y
- 8" MAX. (TYP.)
X
ANCHOR LAYOUT - (FIN)[NOTE THRU FRAME ANCHORS]
X
SC
---SEE NOTE 2
MTG RAIL
INSTALLATION
ANCHORS (TYP.)
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 MINIMUMSPECIFIED 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 INTO SOLID CONCRETE OR GROUT-FILLED CMU MAY INCLUDE BUT DO NOT REQUI RE 1 X WOOD BUCKS BETWEEN THE PRODUCT AND THE SUBSTRATE.
INSTALLATIONS INTO HOLLOW CMU REQU R E TH E US E O F 1 X WOOD BUCKS BETWEEN THE PRODUCT AND SUBSTRATE.
7. A MINIMUM CENTER-TO-CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS: 3-9/16" 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 TABLEl, 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)
(062*=078<WHINDOW SYSTEMIS
1900 SW 44TH AVE.
OCALA, FLORIDA 34474WWW.CWS.CC
6500 PVC
DOUBLE HUNG
IMPACT
LO
0
LU
0
r
E
-
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
BYINSTALLER
INSIDE AND OUT
SUBSTRATE BY OTHERS
SEE TABLE 1
FRAME TYPE
FLANGE
FLANGE
FLANGE
FLANGE
FLANGE
FLANGE
FLANGE
FLANGE
FIN
TYPICAL HEAD ANCHORAGE
.
dil lilli,0
1=9 IL-rl_31__".
n 13
»/f/tfi 1 1--/T\j VERTICAL SECTION
SUBSTRATE TYPE
CONCRETE (2.0 KSI MIN.)
HOLLOW OR GROUT-FILLED CMU (117 PCF MIN.)
CONCRETE (2.85 KSI MIN.)
GROUT-FILLED CMU (ASTM C-90)
2X MIN. SOUTHERN PINE (G=0.55)
2X MIN. SOUTHERN PINE (G=0.55)
16 GAUGE (0.060") MIN. STEEL STUD
(33 KSI YIELD MIN)
1/8" ALUM. (6063-T5 MIN.) OR
1/8" STEEL (33 KSI MIN.)
2XMIN. SOUTHERN PINE (G=0.55)
TYPICAL SILL ANCHORAGE
NO SILL ANCHORS REQUIRED
1-
MIN. EDGE DIST.
SEE TABLE 1
MIN. EMBEDMENT
SEE TABLE 1INSTALLATION ANCHOR
SEE TABLE 1
CONTINUOUS DBL 1/4" BEAD OF SEALANT
AROUND PERIMETER @ ALL INDICATEDPOINTS BETWEEN FRAME AND SUBSTRATE
BYINSTALLER
1/4" MAX. SHIM
TABLE 1: APPROVED INSTALLATION FASTENERS
ANCHOR TYPE
3/16" ITW TAPCON
3/16" ITW TAPCON
3/16" E LCO ULTRACON
3/16" ELCO ULTRACON
3/16" ITW TAPCON
OR ELCO ULTRACON
#10 WOOD SCREW
#10-16 HILTI KWIK-FLEXOR IT\N
TEKS SELF-DRILLING SCREW
#10 GRADE 5 SELF-TAPPING /
DRILLING SCREW
#10 WOOD SCREW
MIN. EMBEDMENT • • -SUBSTRATE
SEE TABLE 1 BY OTHERSSEE TABLE 11/4" MAX. SHIM .-Cl l i
1 110 //MIN. EDGE DIST.
111 SEE TABLE 11/ 1
4» If//JL'ILIC,=a
- PERIMETER SEALANT
BYINSTALLER
INSIDE AND OUT
SEALANT BEHIND
FLANGE BY INSTALLER
/9% HORIZONTAL SECTION TYPICAL JAMB ANCHORAGE
MIN. EMBEDMENT
1-1/2"
1"
1"
1-3/4"
1 -3/8"
1 -3/8"
FULL THREAD
THRU 0.060"
FULL THREAD
THRU 0.125"
1-1/2"
MIN. EDGE DIST.
1 -1/8"
2"
1"
2-1/2"
7/8"
7/8'
7/16"
7/16"
1/Z'
PERIMETER SEALANT
BY INSTALLER
INSIDE AND OUT
MIN. EDGE DIST.
SEE TABLE 1
1/4" MAX. SHIM -
. .
Ill0
k-lf- fit
/«Oj HORIZONTAL SECTION
NOTE: ADDITIONAL THRU-FRAME ANCHORS
(AS SHOWN IN DEL 8/5) REQ'D AT MTG RAIL.SEE SHEET 4 ANCHOR LAYOUT.
FLANGE REMOVAL NOTE: PARTIALLY OR FULLY REMOVING THE FLANGE,UP TO AND INCLUDING A BOX-FRAME APPLICATION IS ACCEPTABLE PROVIDED:
SUBSTRATE
BY OTHERS
SEE TABLE 1
MIN. EMBEDMENT
SEE TABLE 1
PERIMETER SEALANT
BYINSTALLER
INSIDE AND OUT
INSTALLATION ANCHOR
SEE TABLE 1
SEALANT BEHIND
FIN BY INSTALLER
TYPICAL FIN ANCHORAGE
HEAD AND SILL SIMILAR FOR FIN INSTALLATION
0/Ill
==7 ds,
CE) HORIZONTAL SECTIONBOX FRAME INSTALLATION
SIMILAR FOR HEAD AND SILL FOR BOX INSTALLATION
- 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.
(062*=078<WHINDOW SYSTEMIS
1900 SW 44TH AVE.
OCALA, FLORIDA 34474WWW.CWS.CC
6500 PVC
DOUBLE HUNG
IMPACT
LO
0
LU
0
r
E
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