HomeMy WebLinkAboutWindow Single Hung Impact ProductSINGLE HUNG - LARGE MISSILE IMPACT
MAX. - -
OVERALL I
FLANGE
HEIGHT
B
1
61 314" I
MAX.
UNIT
HEIGHT
I
30 3/16" I
MAX.
SASH
HEIGHT
TABLE OF CONTENTS
53 118" MAX. OVERALL FLANGE'
—51 7/8" MAX. UNIT WIDTH
4711116" GLASS DLO -
A -
O 1
I
X
A
451/16' —
GLASS DLO
48 3/8'
MAX. SASH WIDTH
Y
c
1
'- u
3.s
01j
G J
N
B z61
26 7/8"
GLASS
GENERAL NOTES:
1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED
TO COMPLY WITH THE FLORIDA BUILDING CODE (FBC), CURRENT
EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ) AND
IS RATED FOR WIND ZONE 4 MISSILE LEVEL D IMPACT USE AS DEFINED
IN ASTM E 1996 PER THE FBC.
2. GLAZING OPTIONS: (SEE SHEET 2)
3. CONFIGURATIONS: "0/X".
4. DESIGN PRESSURE RATING:
-NEGATIVE DESIGN LOADS BASED ON, TESTED PRESSURE AND
GLASS TABLES ASTM E-1300-04e01109.
-POSITIVE DESIGN LOADS BASED ON, TESTED PRESSURE, WATER
INFILTRATION TEST PRESSURE AND GLASS TABLES
ASTM E-1300-04e01/09.
5. ANCHORAGE: THE 33113% STRESS INCREASE HAS NOT BEEN USED
IN THE DESIGN OF THIS PRODUCT. SEE SHEET 6 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.
7. ALL FRAMES AND VENTS FULLY WELDED. SMALL JOINT SEAM SEALANT
USED AT FIXED MEETING RAIL AND JAMB.
8. SERIES / MODEL DESIGNATION SH-8100.
9. THE DESIGNATION X AND 0 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 1-1/4" LOCATED 4" FROM BOTH ENDS.
Lucas Turner
2020.08.06
14:50:45
-05'00'
SYSTEMS 8
TH AVE.
IRIDA 34474
00 PVC
LE HUNG
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- TATE OF �
8/05/2020
LUCAS A. TURNER, P.E.
FL PE # 58201
2428 Old Natchez Trc Trl
Camden, TN 38320
PH. 941-380-1574
GENERAL NOTES AND
ELEVATIONS
GENERAL NOTES & ELEVATIONSDRAWN BY: DATE:
MAX. DESIGN PRESSURE
UNIT SIZE IMPACT RATING BAT 06/18/12
RATING DWG #: REV.:
51-7/8" x 61-3/4" +/- 70 PSF LARGE Cws s1z D
....................MISSILE IMPACT
scALE:
SHEET
1:15 1 OF 6
GLAZING DETAIL
.....1
.................................2
SECTION VIEWS
.................................3
EXTRUSIONS & B.O.M
........................4
ANCHOR SCHEDULE & NOTES
.........
INSTALLATION DETAILS
6
QUANEX DURASEAL or, -
CARDINAL XL EDGE or,
KODISPACE 4SG TPS
I.G. SPACER
14
FIXED LITE
7/8' OVERALL INSULATED GLASS
1/8' ANNEALED OR TEMPERED
7/16" AIRSPACE
5/16" LAMINATED GLASS
1/8' ANNEALED
.090" PVB INTERLAYER
1/8" ANNEALED
PURFECT GLAZE "H" OR SIKAFLEX 552
112" GLASS BITE
QUANEX DURASEAL or, x
CARDINAL XL EDGE or,
KODISPACE 4SG TPS
I.G. SPACER
14
48 iA
3
12 O
SASH LITE
-718" OVERALL INSULATED GLASS
-118" ANNEALED OR TEMPERED
-7/16" AIRSPACE
5/16' LAMINATED GLASS
1/8" ANNEALED
.090" PVB INTERLAYER
1/8' ANNEALED
PURFECT GLAZE "H" OR SIKAFLEX 552
GLASS BITE
1900 SW 44TH AVE.
OCALA, FLORIDA 34474
W W W.CWS.CC
8100 PVC
SINGLE HUNG
IMPACT
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No. 58201
3TATE OF
\"Opp'
8/05/2020
LUCAS A. TURNER, P.E.
FL PE # 58201
2428 Old Natchez Trc Trl
Camden, TN 38320
PH. 941380-1574
GLAZING DETAILS
BAT 06/18/12
DWG#:
CWS-812 D
SETTING BLOCKS PER FBC 2411.3.3.1 scALE: SHEET
1:1 2 OF 6
INTERIOR
SECTION A -A
NOTE: ITEMS NOT SHOWN FOR CLARITY.
20, 25-26, 36-37, 44, 51-52, 5556, 64, 67-68
INTERIOR
OLL; I IUN 1343
NOTE: LEFT SIDE SHOWS FIXED SECTION VIEW,
RIGHT SIDE SHOWS SASH SECTION VIEW.
WINDOW SYSTEMS B
1900 SW 44TH AVE.
OCALA, FLORIDA 34474
wW W.CWS.CC
8100 PVC
SINGLE HUNG
IMPACT
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No. 58201
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STATE OF
��011A�ee
8/05/2020
LUCAS A. TURNER, P.E.
FL PE # 58201
2428 Old Natchez Trc Trl
Camden, TN 38320
PH. 941,380-1574
FEET DESCPoPTION:
SECTION VIEWS
ViWN BY: DATE:
BAT 06/18/12
JG #. REV.:
CWS-812 D
"LE' SHEET
1:2 30F6
x
X 1" X
x
2
v -a
FLANGE
H-6222
9/16"
�3
0 116°
REINF., IMPACT HOOK - 1112
1 5"
0
7/8"
1/16"
PVC SASH STOP -6025
L r—T SW
5/1T " �13
i REINF.
S-2129
au Alum 1 5/16'
SS
), SS Alum L-
Raill x .187 back FinSeal, Graytail Alu7Vinyl
I, Impact Hook Alum IMPACT HOOK
I Head, TEK Steel S-1577
LINE ITEMS NOT USED:
5, 7, 11, 15-17, 21-22, 29, 31, 33-36, 41A3, 46, 49-50, 55, 57-61, 69
NOTE: ALL ALUMINUM EXTRUSIONS ARE 6063-T6 UNLESS OTHERWISE NOTED.
1 15/16" --y
10
1 5/8"
PVC SASH PULL
RAIUSTILE H-6223
1 3/163/16'
- l�J
1 5/8" 1116"
PVC SASH
RAIUSTILE
H-6225
1 1/16"
7/J16°
7� 16
r 1/16"
PVC SCREEN
CATCH
S-6226
3/4"
3
15/16"
REINF.
H-2123
2 3/16-1
8
L 1/16"
PVC SASH MTG
RAIL
H-6224
1 9116
1
2 L'-
MTG RAIL
H-2121
PVC MTG RAIL
COVER
S-6228
1/16"
REINF. SASH MTG
RAJ L
H-2124
FRAME CORNER
CONSTRUCTION
4
CORNER WELD
(ALL SIDES)
1:8
3
FIXED MEETING RAIL
SCREWED TOGETHER WITH
OLITERFRAME
1:8
1 1/16"
1/4� 19
i 1/1g"
PVC SCREEN
SUPPORT
S-6227
7/ 14
PVC GLAZING
BEAD
S-6237
WINDOW SYSTEPIS L
1900 SW 44TH AVE.
OCALA, FLORIDA 34474
WWW.CWS.CC
8100 PVC
SINGLE HUNG
IMPACT
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No.58201
X*-�—
STATE OF
8/05/2020
LUCAS A: TURNER, P.E.
FL PE # 58201
2428 Old Natchez Trc Td
Camden, TN 38320
PH, 941380-1574
1EET DESCRIPTION:
BOM AND EXTRUSIONS
BAT 06/18/12
VG11 REV.:
CWS-812 D
ALE' SHEET
1:2 4OF6
4" 1
ANCHOR LAYOUT - (FLANGE)
NOTES:
I. INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION. NO ANCHORS REQUIRED IN SILL.
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.
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 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 THE 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.
3. 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, SHEET 6. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED.
I. 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), FMAIWDMA 250(BOX WINDOWS), FMA/AAMAIWDMA 300(EXTERIOR DOORS)
WINDOW SYSTEMS L
1900 SW 44TH AVE.
OCALA, FLORIDA 34474
WWW.CWS.CC
8100 PVC
SINGLE HUNG
IMPACT
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No,,58201
X*Or-
3TATE OF
8/05/2020
LUCAS A. TURNER, P.E.
FL PE # 58201
2428 Old Natchez Trc Trl
Camden, TN 38320
PH. 941-380-1574
ANCHOR SCHEDULE AND
NOTES
BAT 06/18/12
JG #:
REV.:
CWS-812
D
ALE.
SHEET
1:15
5 OF 6
C
TYPICAL HEAD ANCHORAGE
MIN. EDGE DIST.
SEE TABLE 1
SUBSTRATE BY OTHERS
SEE TABLE 1
PERIMETER SEALANT
MIN. EMBEDMENI
SEE TABLE 1
BYINSTALLER
INSIDE AND OUT
SEALANTBEHIND
l�
FLANGE BY INSTALLER
1/4" MAX SHIM
INSTALLATION ANCHOR
SEE TABLE 1
CONTINUOUS DOUBLE 3/16' BEADS OF
TREMGLAZE U1600 SEALANT AROUND
AT ALL INDICATED
PERIMEBETWEPE EN
FRAMEAND UCK BY INER
STALLER.
SEALANT BEHIND
FLANGE BY INSTALLER
1/4" MAX SHIM
PERIMETER SEALANT
BY INSTALLER
MIN. EMBEDMENT
INSIDE AND OUT
SEE TABLE 1
SUBSTRATE BY OTHERS
SEE TABLE 1
MIN. EDGE DIST.
�� SEE TABLE 1
L A 1 VERTICAL SECTION
6 TYPICAL SILL ANCHORAGE
TABLE 1: APPROVED INSTALLATION FASTENERS
SUBSTRATE TYPE
CONCRETE (2.0 KSI MIN.)
ANCHOR TYPE
MIN. EMBEDMENT MIN. EDGE DIST.
HOLLOW OR GROUT -FILLED CMU (117 PCF MIN.)
3/16" If1N TAPCON
1-1/2"
1-1/8"
CONCRETE (2.85 KSI MIN.)
3/16" 1 V TAPCON
1"
2"
GROUT -FILLED CMU (ASTM C-90)
3/16" ELCO ULTRACON
1"
1"
3116" ELCO ULTRACON
1-1/4"
2-1/2"
2X MIN. SOUTHERN PINE (G=0.55)
3/16" ITW TAPCON
2X MIN. SOUTHERN PINE (G=0.55)
OR ELCO ULTRACON
1-3/8"
7/8"
16 GAUGE (0.060") MIN. STEEL STUD
#10 WOOD SCREW
#10 16 HILTI KWIK-FLEX OR ITW
1-3/8"
7/8"
(33 KSI YIELD MIN)
1/8" ALUM. (6063-T5 MIN.) OR
TEKS SELF -DRILLING SCREW
FULL THREAD
THRU 0.060"
7/16"
1/8" STEEL (33 KSI MIN.)
#10 GRADE 5 SELF -TAPPING /
FULL THREAD
DRILLING SCREW
THRU 0.125"
7/16"
MIN. EMBEDMENT
SEE TABLE 1
1/4' MAX SHIM -
INSTALLATION
SEE TABLE 1
BY OTHERS
SEE TABLE 1
MIN. EDGE DIST.
SEE TABLE 1
PERIMETER SEALANT
BYINSTALLER
INSIDE AND OUT
SEALANT BEHIND
FLANGE BY INSTALLER
t B l HORIZONTAL SECTION
6 TYPICAL JAMB ANCHORAGE
PERIMETER SEALANT
BYINSTALLER
INSIDE AND OUT
HORIZONTAL SECTION
6 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.
1900 SW 44TH AVE.
OCALA, FLORIDA 34474
W W W.CWS.CC
8100 PVC
SINGLE HUNG
IMPACT
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No. 58201
STATE OF
8/05/2020
LUCAS A. TURNER, P.E.
FL PE # 58201
2428 Old Natchez Trc Tri
Camden, TN 38320
PH. 941-380-1574
HEET DESCRIPTION:
INSTALLATION DETAILS
RAWN BY: DATE:
BAT 06/18/12
NG #: REV.:
CWS-812 D
AALE` SHEET
1:2 6OF6