HomeMy WebLinkAboutWindow Single HungSINGLE HUNG - LARGE MISSILE IMPACT
(SHOWN WDIFFERENT OPTIONS)
543R-
OVERALL FLANGE WIDTH
3] If4•
53 Ifi• MAX. UNIT WIDTH OVERALL FLANGE WIDTH
— 151ktti
GLASS DLO
MAX UNIT WIDTH)
T 3113116' --
GLASS DLO
AI i
O 33106- E3 Va• • _ _ _I_
DLGLASS OVERALL
HEIGHT •~ B O
1
I
37 5/16 I
1
MAX.
SASH
HEIGHT
x
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I
C
I
C
—
d631fi'
GLASS DLO
491111
MAX SASH WIDTH
TABLE OF CONTENTS
GENERAL NOTES 8 ELEVATIONS.....1
GLAZING DETAILS ................. _._.........2
SECTION VIEWS S ALT. FRAME
EXTRUSIONS 3 B.O.M.........................4
ANCHORSCHEDULE 8 NOTES .......... 5
INSTALLATION DETAILS.....................6
GLASS DLO
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GENERAL NOTES:
1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED
L!(YtinYLNI[�
N7NDOW SYSTEMS
TO COMPLY WITH THE FLORIDA BUILDING CODE (FBC), CURRENT
ISDO S 44TH AVE.
1900 SW 44TH AVE
EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ) AND
AL
IS RATED FOR WIND ZONE 4 MISSILE LEVEL D IMPACT USE AS DEFINED
CFLORI
W
W ASTM E 1996 PER THE FBC.
2. GLAZING OPTIONS: (SEE SHEET 2)
8100 PVC
3. CONFIGURATIONS: •O/X•.
SINGLE HUNG
4. DESIGN PRESSURE RATING:
IMPACT
-NEGATIVE DESIGN LOADS BASED ON. TESTED PRESSURE AND
GLASS TABLES ASTM E-1300.04.
-POSITIVE DESIGN LOADS BASED ON, TESTED PRESSURE, WATER
INFILTRATION TEST PRESSURE AND GLASS TABLES
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ASTM E-130o-D4.
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S. ANCHORAGE: THE 33 W STRESS INCREASE HAS NOT BEEN USED
— —
— —
— --
—'—
___T
IN THE DESIGN OF THIS PRODUCT. SEE SHEET 6 FOR ANCHOR
DETAILS. WINDLOAD DURATION FACTOR C1.1.6 WAS USED FOR WOOD
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ANCHOR CALCULATIONS.
W
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O
6. PRODUCT APPROVED FOR IMPACT RESISTANCE. THE IMPACT ROTARY
¢
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LOCKS ARE INTENDED TO BE LEFT UNLATCHED CURING NORMAL
B GLASS
OPERATION BUT MUST BE ENGAGED PRIOR TO EXPOSURE TO
¢
¢ ¢
O W
DLO
HURRICANE WINDS AND FLYING DEBRIS.
7. ALL FRAMES AND VENTS FULLY WELDED. SMALL JOINT SEAM SEALANT
woo
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1
USED AT FIXED MEETING RAIL AND JAMB,
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8 SERIES / MODEL DESIGNATION SH-8100.
1
9. THE DESIGNATION X AND O STAND FOR THE FOLLOWING:
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X - OPERABLE SASH, O - FIXED SASH
GLASS
DLO
10. SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR
`04P1yOREW�T�i
LOCATION.
GpG•.��OEfJSF:7.Qyii
—I
I I. EXTERNAL WEEP SLOT - 1/4• x L-1/4' LOCATED 4• FROM BOTH ENDS.
v : • N. 58201 •: -P
12,SWEEP LOCKS INSTALLED ON WINDOWS OVER 36'x62•.
�9'••
STATE OF :•U
Lucas A. Turner
0Nn LS;:•`��
2015-04-09
12:43-04:00
X2
LOCATION
MAX. UNIT SIZE
DESIGN PRESSURE
IMPACT RATING
RATING
NON-HVHZ
53-1 /8" x 76"
+/- 65 PSF
LARGE MISSILE IMPACT
HVHZ
+/- 67.5 PSF
NON-HVHZ
36" x 62"
+65 / -75 PSF
HVHZ
+67.5 / -75 PSF
4/9f2015
LUCAS A. TURNER, P.E.
FL PE # 58201
1239 JA13ARA AVE.
NORTH PORT, FL 34288
PH. 941-38D-1574
EET 0E 41PTIDN:
GENERAL NOTES AND
ELEVATIONS
M.N By:A -
ADE 06/10/08
YGL REV.
cWS-155 c
SHEET
1:1 1 OF 6
CONTRACTOR COPY
- 7/8' OVERALL INSULATED GLASS
1/8' ANNEALED
- 7116' AIRSPACE
- - Yf6' LAMINATED GLASS
- 1W ANNEALED
- 7/8' OVERALL INSULATED GLASS
1/e' ANNEALED
- 7116' AIRSPACE
- Y16' LAMINATED GLASS
1/8' ANNEALED
l�(J(jty(j{{(/
WINDOW SYSTEMS
1900 SW 44TH AVE.
OCALA, FLORIDA 34474
W W W.CWS.CC
8100 PVC
.090• PVB INTERLAYER BY DUPONT
.090' PVB INTERLAYER BY DUPONT
SINGLE HUNG
- VT ANNEALED
- 1/9' ANNEALED
IMPACT
—DURASEALBYTRUSEAL
OURASEAL BY TRUSEAL
18 PURFECT GLAZE "W OR SIKAFLEX 552
18 PURFECT GLAZE W OR SIKAFLEX 552
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T
1.18" GLASS BITE
1/2' GLASS BITE
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GLASS TYPE A GLASS SA H LITE A
FIXED LITE
U m ¢ 11,
7/8' OVERALL INSULATED GLASS 7/8' OVERALL INSULATED GLASS
v--. 1/8" TEMPERED .. ......... ........ ._...._-118' TEMPERED ` JOPy VLOE NSF GRy �'
7/16" AIRSPACE 7/16' AIRSPACE v Na SB201 : A
---5116' LAM—YZINATED GLASS 16' LAMINATED GLASS 79; ;¢'
'9:. STATE OF W�
1/B' ANNEALED 1/8' ANNEALED % Q •, 41
.000" PVBINTANNEALED LAYER BY DUPONT - 1/g ' PV ANNEALED LAYER BY DUPONT ,S; ....
10
DURASEAL BY "H'OR SI—LEX 652 TRUSEAL DURASEALSYTRUSEAL x�
IB PU.lECT BY
�(B4PURFECT GLAZE•H• OR SIKAFLEX 552
7 -! r=ll-
LUCASA. TURNER, P.E.
LASSBITESS BITE 39 Al It RA A
1239 UABARA Ol
NORTH PORT, FL 34288
.. _ PH. 941.380.1574
GLAZING DETAILS
'Jig �.J [ ADE 06/10/08
I�IIJ DING a: REG.`—
GLASS TYPE CVVS-155 C
GLASS TYPE B SASH LITE
FIXED LITE SHEET
1:1 20F6
• �f
r�
SECTION VIEW A -A
NO SWEEP LOCKS ALLOWED
FOR UNITS 36' x 62' AND UNDER.
ITEMS NOT SHOWN FOR CLARITY:
22, 27-28, 33-37, 43-45
INTERIOR
47f
O
ALTERNATE FIN FRAME
INTERIOR
SECTION VIEW B-B
NOTE: LEFT SIDE SHOWS FIXED SECTION VIEW,
RIGHT SIDE SHOWS SASH SECTION VIEW.
SECTION VIEW C-C
SWEEP LOCK REQUIRED
FOR SIZES OVER 36" x 62'.
RSWm 44TH AVE
OCALA, FLORIDA 34474
W W W.'WS.CC
8100 PVC
SINGLE HUNG
IMPACT
No 58201 :'P'
STATE OF . Z
41912015
LUCAS A. TURNER, P.E.
FL PE # 58201
1239 JASARA AVE.
NORTH PORT, FL 34288
PH. 941.380.1574
iEET DESCRIPTION:
SECTION VIEWS
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ADE 06/10/08 CWS-155 C
SHEET
1:2 30F6
j-
.�JII� ..... 3
2
3
2 11/16'
1116'
O
L
PVC FRAME FLANGE•6031
I--31/B'�
39 76•
0
PVC FRAME FIN-6048
311fi'
REINF. S.B.RJS.S.R. -1498
NOTE: ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED.
jam--, I6/16' 1
8
SIB'
23/16-
T— fl 6
, 516• �
FRAME CORNER
CONSTRUCTION
ow
WINDOW SYSTEMS �i.�:/I
1900 SW 44TH AVE
OCALA, FLORIDA 34474
WWW.CWS.CC
--
�q
L1116'
7/16
8100 PVC
1
CORNER WELD
(ALLSIDEs)
SINGLE HUNG
1:e
IMPACT
PVC SASH BTM, RAIL-6028
PVC SASH TOP RAIL•6027
N
—11/2•--
W p
}
1 3/16•�
1 10
4
I
FIXED MEETING RAIL
SCREWED TOGETHER WITH
OUTEflFflAME
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21/8• 1/76'
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1/2•—O
No 58201 %
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1 B116'
7l16'
PVC SCREEN CATCH • 6013
PVC FIXED RAIL COVER • 6063
PVC SCREEN SUPPORT-6014
�•d. �4`
sp: STATE OF 714/C
iOT
O R IS' G\=LOCH
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1l4'-
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LUCAS A. TURNER, P.E.
C 1
15'16' �11I6• 1' 7 7/8'
Lc7/I6•
.{�-
12 9JABARA201 AVE.
REINF. BTM RAIL-1699
REINF. TOP RAIL-1497
PVC GLAZING BEAD-6064
NORTH PORT, FL 34288
PH. 941-380-1574
SHEET ESCRIPTION:
BOM AND EXTRUSIONS
1/2'—F-1
W T:
ATE
T.
O6/10/08
_
3/16•� 3- 'I
r—
'6nTGe:
SCREW SUPPORT-3113
CWS-155
C
SHEET
12
4OF6
Y
• �r
15' MAX O.C. (TYPJ
8' MAX (fYPJ 4' MAK (TYP.1 8' MAX O.C. (1YP.)
6' MAX. (TVP.) 4- MAX' (NP')
8'
Max O.C.
MAx O.C. O (TYP.)
Ma
(TYP.)
4• (TYP,l I- �/
4- (TYP.) I - X 1
14
ANCHOR LAYOUT - (FLANGE)
SIZES OVER 36' x 62'
lJ
X
ANCHOR LAYOUT - (FIN)
SIZES OVER 36' x fit'
VVIVf)tIAY(1LIU
NDMSffl
19DO SW 44TH AVE
OCALA, FLORIDA 34474
4- MAX. (TYP.)
8- MAX O.C. (TYP.)
W W W.CWS.CC
ANCHOR AT MIDSPAN (TYP.)
6- MAX (TYP.)
4- MAX (TYP.) —
6• MAX (TYP.)
8100 PVC
- - -
- -
SINGLE HUNG
T-
IMPACT
L
I
- O
� _
MAX O.C.
l 0
10 13119,
MAX O.C.
(TYP-)
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(TYP.)
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4' (TYP.)
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ANCHOR LAYOUT -(FLANGE)
ANCHOR LAYOUT NJ
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SIZES 36' x 62'AND UNDER
SIZES 36'x 62' AND UNDER
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W
Z.T: No 58201 '."P
:vi e
?�a
NOTES:
'9'. STATE OF : �
1. INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION. SILL ANCHOR SPACING SAME AS HEAD.
�O�(I`S;A.4
2. SHIM AS REO AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX ALLOWABLE SHIM STACK TO BE 1/4'. USE SHIMS WHERE SPACEGREATER THAN 1/16' IS PRESENT. LOAD BEARING SHIMS SHALL BE
�xpS .NAB
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
LUCAS A. TURNER, P.E.
BE PROTECTED TO PREVENT REACTION.
FL PE # 58201
1239 JABARA AVE.
S. 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
NORTH PORT, FL 34288
SPECIFIED IN TABLE 1, SHEET 6.
PH. 941-380-1574
S. 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.
SHEET DESCRIPTION:
TO SOLID CONCRETE OR GROUT -FILLED CMU MAY INCLUDE BUT DO NOT REQUIRE I WOOD BUCKS BETWEEN THE PRODUCT AND THE SUBSTRATE.
ANCHOR SCHEDULE AND
INSTALLATIONS
NSTALLATIONS 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
DRA.N BY:
Da :
B. 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.
ADE
06/10/08
SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET, SHEET 6. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED.
owG x:
sv.'—
CWS-155
C
9. SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS:
FMAIAAMA 100(FIN WINDOWS), FMAIAAMA200(FLANGE WINDOWS), FMAIWOMA250(BOXWINDOWS), FMA/AAMAAMDMA300(EXTERIOR DOORS)
SHEET
1:25
SOFT
I
ryT-jn�//� MIN. EMBEDMENT ((/WiN/IYUV TYPICAL HEAD ANCHORAGE SEE TABLE SUBSTRATE
4 _ BY OTHERS Comm
—MIN. EDGE GIST. 114"MAX SHIM SEE TABLET MIN.EDGE DIST. SUBSTRATE
SEE TABLE SEETABLE1 BYOTHERS 1SOO SW 44TH AVE.
T SEE TABLE I OCALA. FLORIDA 34474
SUBSTRATE BOTHERS j 1/4•MAX. SHIM -{ 1 WWW.CWS.CC
SEE TABLE 1
MMIN. EDGE DIST.
IN. EMBEDMENT
SEE TABLE 1 SEE TABLE 1
PERIMETER SEALANT— 8100 PVC
BYINSTALLER , INSTALLATION ANCHOR- SINGLE HUNG
INSIDE AND OUf SEE TABLE 1
MIN. EMBEDMENT
SEALANT BEHmew IND --�/ SEE TABLEI IMPACT
FLANGE BY INSTALLER 1/4' MAX. SHIM
INSTALLATION
SEE TABLE 1
1/4' MAX. SHIM
SEALANT BEHIND
FLANGE BY INSTALLER
[� 1
PERIMETER SEALANT—
MIN, EMBEDMENT
BY INSTALLER
I SEE TABLE 1
INSIDE AND OUT
SUBSTRATE BY OTHERS
Ji
SEE TABLE 1
—MIN. EDGE DIST.
SEE TABLE 1
p VERTICALSECTO.
6f TYPICAL SILL ANCHORAGE
d� PERIMETER SEALANT
PERIMETERSEALANT BY INSTALLER
"'
$
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BY INSTALLER INSIDE AND OUT
INSIDE AND OUT -- INSTALLATION ANCHOR
SEE TABLET
W WQ
SEALANT BEHIND
FLANGE BY INSTALLER SEALANT BEHIND
W
F, 6
FIN BY INSTALLER
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/�
%01 HORIZONTAL SECTION f \ HORIZONTAL SECTION
u.
CB TVPICALJAMBANCHORAGE `6� TYPICAL FIN ANCHORAGE
HEAD AND SILL SIMILAR FOR FIN INSTALLATION
O
R
TABLE I: APPROVED INSTALLATION FASTENERS
FRAME TYPE
SUBSTRATE TYPE
ANCHOR TYPE
MIN. EMBEDMENT
MIN. EDGEDIST.
FLANGE
CONCRETE (2.0 KSI MEN.)
3116' ITW TAPOON
1-1/2'
1-1/8,
FLANGE
HOLLOW OR GROUT-FBLED CMU (117 PCF MIN.)
3/76' ITW TAPOON
1•
2'
FLANGE
CONCRETE (2A5 KSI MIN.)
3116' ELCO ULTRACON
1'
1'
FLANGE
GROUT-FLLED CMU (ASTM C-90)
3116' ELCO ULTRACON
1-1/4'
2-1/2'
FLANGE
2X MIN. SOUTHERN PINE (G•0.55)
3116' ITW TAPOON
OR ELOO ULTRACON
1.9/8'
7/8'
FLANGE
2X MIN. SOUTHERN PINE (0-0.55)
#10 WOOD SCREW
1.9/8'
7/8'
FLANGE
16 GAUGE (0.060-) MIN. STEEL STUD
(33 KSI YIELD M"
6
#10.1HHILTKWIK-FLEX OR 11W
TEKS SELF-DRILLNG SCREW
FULLTHREAD
THRU 0.060'
7116'
FLANGE
1/8' ALUM. (6063-T5 MEN.) OR
t/8• STEEL (33 KSI MIN.)
#10 GRADE 5 SELF -TAPPING I
DRILLING SCREW
FULL THREAD
THRU 0.125'
7/i6'
FIN
2X MIN. SOUTHERN PINE (0-0.55)
#8 WOOD SCREW
1-1/2'
7/16'
: No 58201 •yP
STATE OF
-
I
�4S�ONA� 'ca6�••
/
LUCAS A. TURNER, P.E.
. y
FL #
_ __
PERIMETER SEALANT--..""-. ........
AVE.01
1239 JARARA RA A
Al
BY INSTALLER
NORTH PORT, FL 342BB
INSIDE AND OUT
%p1, HORIZONTAL SECTION
PH. 941-380-1574
�\ 61 BOX FRAME INSTALLATION
SHEET DESCRIPTION:
' HEAD AND SILL SIMILAR FOR BOX INSTALLATION
INSTALLATION DETAILS
FLANGE REMOVAL NOTE: PARTIALLY OR FULLY REMOVING THE FLANGE,
PTO AND INCLUDING A BOX -FRAME. APPLICATION IS ACCEPTABLE PROVIDED:
oRAw a
AIDE
06/10/08
-MIN.1/4'FILLET OFCONSTRUCTION-GRADE ADHESIVE CAULK IS APPLIED
DW6C
REV.: -
INSIDE AND OUT. FULL PERIMETER, BY INSTALLER.
CWS-155
C
- PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS
SHOWNFOR FLANGE WINDOWS.
SHEET
12
6OF6