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HORIZONTAL SLIDER - NON -IMPACT
-- 75 1/4" FLANGE WIDTH
74" MAX. UNIT WIDTH --
36"
MAX. SASH WIDTH
— 321/16"
GLASS DLO
73 1 /4"
FLANGE
HEIGHT
72'
MAX.
UNIT
HEIGHT
67 718" X
MAX.
SASH
HEIGHT
Ft4.1f1.5°
GLASS
TABLE OF CONTENTS
GENERAL NOTES & ELEVATIONS.....I
DP CHARTS & GLAZING DETAIL.......,2
SECTION VIEWS..................................3
EXTRUSIONS & B.O.M.... - ...................4
ANCHOR SCHEDULE & NOTES .......... 5
INSTALLATION DETAIL.......................6
ME
X
64 114" I
FLANGE
HEIGHT
63"
MAX
UNIT B
HEGHT
59 1/16"
MAX
SASH
HEIGHT
55 1/16„
GLASS
DLO
— i
.761/4" FLANGE WIDTH
74" MAX. UNIT WIDTH
36"
MAX. SASH WIDTH
— 321/16" A
GLASS DLO t�
®ifl�l
X
A
B
GENERAL NOTES
1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED
TO COMPLY WITH THE FLORIDA BUILDING CODE (FBC), CURRENT
EDITION.
2. GLAZING OPTIONS: (SEE SHEET 2)
3. CONFIGURATIONS: "XX".
4. DESIGN PRESSURE RATING (SEE SHEET 2):
-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
ASTM E-1300-04.
5. ANCHORAGE: THE 33 113 % STRESS INCREASE HAS NOT BEEN USED
IN THE DESIGN OF THIS PRODUCT. SEE SHEET 6 FOR ANCHOR
DETAILS W INDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR
WOOD ANCHOR CALCULATIONS.
6. NOT APPROVED FOR IMPACT RESISTANCE. IMPACT PROTECTIVE
SYSTEM IS REQUIRED IN WIND BORNE DEBRIS REGION.
7. ALL FRAMES AND VENTS FULLY WELDED.
8. SERIES / MODEL DESIGNATION HS-620.
9. THE DESIGNATION X AND O STAND FOR THE FOLLOWING:
X = OPERABLE SASH
10. SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR
LOCATION.
11. EXTERNAL WEEP SLOT = 5/16" x 2-1/8" LOCATED 4-1/2" FROM
BOTH ENDS.
MAX. UNIT
2011 MTG. RAIL
DESIGN PRESSURE RATING
IMPACT RATING
SIZE
REIN
74" x 63"
( NO
SEE COMPARATIVE ANALYSIS
CHARTS, SHEET 2
NONE
74" x 72"
Lucas A. Turner
2015-04-27
21:05-04:00
-
1900 SW 44TH AVE.
OCALA, FLORIDA 34474
W W W.CWS.CC
620 PVC
HORIZ. SLIDER
NON -IMPACT
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S1ONNA 0
4/27/2015
LUCAS A. TURNER, P.E.
FL PE # 58201
1239 JABARA AVE.
NORTH PORT, FL 34288
PH. 941-380-1574
GENERAL NOTES AND
ELEVATIONS
EMK 04/22/15
CWS-1059
'ALE: SHEET
125 1OF6
FLANGE WINDOW DESIGN PRESSURES FOR EQUAL SPLIT "X/X" WITH GLASS TYPES A, B, C, OR D
Unit
Width
Unit Height
35 1/2 39 1/2 43 1/2 47 1/2 51 1/2 55 1/2 59 1/2 63
39 1/2
+50 / -75
+50/-75
+50/-75
+50/-75
+50/-75
+50/-75
+50/-75
+5D 1 -75
+50/-75
+5D / -75
+50 / 75
+50 / -75
+50 / -75
+50/-75
+50/-75
+501�
47 1/2
+50/-75
+50/-75
+50 / -75
+50/-75
+50/-75
+50/-75
+501 -70.2
+50 + -E6.5
+50/-75
+50/-75
+50/-75
+50/-75
+50/-75
+50/-74
+50 / £7.5
+50) 41-11
55 1/2
+50/-75
+50/-75
+50/-75
+50/-75
+50 / -75
+50 / -71.3
+50 /:65
.50 / -60.4
12
+50 7 -75
+50 / -75
+50/-75
+50/-75
+50 / -75
+5D 7 -6B.1
+50 / -62
+ 1 - .5
P
+501 -67.9
+50 / -67. 9
+50 / -67.9
+50 / -67. 9
+50 / -67.9
+50 / -65.4
+50 / -59.4
+50 / -555
67 V
+50 / -60.1
+50 / E0.1
+50 / 20.1
+50 / -60.1
+50 / m0.1
+50 / -60.1
+50 / -577 2
7 -52A
Tr
71 1/2
+50 / -53.6
+50 / -53.6
+501 -53.6
+501 -53.6
+50 / -53.6
+50 / -53.6
+50 / -53.6
-51
.74
+501 • T
+501 •50
+50 -50
+50 7 {0
+50 f -50
+501 -
1 -50
+ f -50
FLANGE WINDOW WITH 2O11 MTG RAIL REINF. DESIGN PRESSURES FOR EQUAL SPLIT "X/X" WITH GLASS TYPES C OR D
Unit
Unit Height
Width
35 1/2
39 1/2
43 112
47 1/2
51 1/2
55 1/2
59 112
63 1/2
67 1/2
72
39 112
+50/-75
+50/-75
+50/-75
+50/-75
+50/-75
+50/-75
+50/-75
+50/-75
+50/-75
+50 / -72.6
43 1 /2
+50 / 75
+50/-75
+50/-75
+50/75
+50/75
+50/-75
+50/-75
+501 -75
+5D 172.3
+50 / -67.0
47 1/2
+50/-75
+50/-75
+50/-75
+50/-75
+50/-75
+50/-75
+50/-75
+50 / -72.7
+50 / -67.4
+50 / -62.4
51 1/2
+50 / -75
+50/-75
+50/-75
+50 / 75
+50/--75
+50 / 75
+50 / -74.2
+50 / -68.3
+591 -63.3
+50 / -58.5
55 112
+50/-75
+50 / -75
+60 / -75
+50/-75
+50/-75
+50/-75
+50 / -70.4
+50 / -64.7
+50 / -59.9
+50 / -55.2
59 112
+50 / -69.6
+50 / -69,6
+50 / -69.6
+50 / -69.6
+50 / -69.6
+50 / -69.6
+50 / -67.1
+50 / -61.6
+50 / -56.9
+50 / -52.4
63 112
+50 / -61.1
+507 -61.1
+50 / 11.1
+50 / - 11.1
1 +50 / -61.1
1 +501 -61.1
+50 / -61.1
+501-SB.9
+501 -54.3
+5D 1-50.0
67 1/2
+50 / -54.1
+50 / -54.1
+50'-54.1
+50 / -54.1
+50 / -54.1
+50 / -54.1
+50 / -54.1
+50 / -54.1
+50 / -52.1
+47.9 / -47.
71 112
+48.2 / 48.2
+48.2 / 48.2
+48.2 / 48.2
+48.2 / 48.2
+48.2 / -48.2
+48.2 / 48.2
+48.2 / -48.2
+48.2 / 48.2
+48.2 / 48.2
+46 / 46.0
74
+45A 1 -45.1
+45145
+45145
+45 / 45
1 +45145
1 4451 45
+45 r-45
+45145
+451 -15
+45145
i
FIN WINDOW WITH 2O11 MTG RAIL REINF. DESIGN PRESSURES FOR EQUAL SPLIT "X/X" WITH GLASS TYPES C OR D
Unit
Unit Height
Width
35 1/2
39 1/2
43 1/2
47 1/2
51 1/2
55 1/2
59 1/2
63 1/2
67 1/2
72
39 1/2
+50/-75
+50/-75
+50 / -75
+50/-75
+50/-75
+50 / 75
+50 / -75
+50 / -74.8
+50 / -69.6
+50 / -64.5
43 1/2
+50/-75
+50/-75
+5o / -75
+50/-75
+50 / -75
+50 / -75
+50 / -74.9
+50 / -69.2
+50 / - 4.3
+501-59.6
47 1/2
+50/-75
+50/-75-
+50/-75
+50/-75
+50/-75
+50/-75
+50 / -70.0
+50 / -64.6
+50 / -59.9
+50 / -55.4
51 172
+50/-75
+50 / 75
+50/75
+50 / 75
+50 7 -75
+50 / -72.1
+50 / -66.0
+50 / -60.7
+501 -56.3
+5D / -52.0
55 1/2
+50 / -71.1
+50 / -71.1
+50 / -71.1
+50 / -71.1
+50 / -71.1 1
+50 / -68.5
+50 / -62.5
+50 / -57.5
+50 / -53.2
+49.1 / -49.
59 1/2
+50 / -61.9
+50 / -61.9
+50 1 -61.13
+50 1 -61.8
+50 1 -61.9
+50 / 4i1.9
+50 7 -59.5
+50 7 -54.7
+50 7 -50.6
+46.6 / -46J
63 1/2
+50 / -54.3
+50 / -54.3
+50 / -54.3
+50 / -54.3
+50 / -54.3
+50 / -54.3
+50 / -54.3
+50 / -52.4
+48-3 / 48.3
+44.4 1 -44.,
67 1/2
+48_1 / 48.1
+48.1 / 48.1
+48.1 / 48.1
+48-1 / 48.1
+48.1 / 48.1
+48.1 / 48.1
+48.1 / -48-1
+48.1 / 48.1
+46-3 / 46.3
+42.6 / -42.1
71 172
[+42.81 428
+42.8 / 42.8
+42.8 / 42,8
+42.B / 42.8
+42.8 / 42.8
•+42.8 / 42.8
•+42.8 / -42.
+42.B / 42.
+42.8 / 42.8
+40.9 I -40.1.
74
+4 .1 -40.
+40 / 40
+ 0 / -40
+40 / -0
1 +40 / 40
1 +40 / 40
+40 / -40 j
+40 1 40
1 +40 1 40
+40 1-40
7/8" OVERALL
1/8" ANNEALED
9/16" AIRSPACE
1/8" ANNEALED
SIKAFLEX 552 OR
PURFECT GLAZE "H"
Ll
5/8" GLASS BITE
7/8" OVERALL
3116' ANNEALED
7/16" AIRSPACE
3118" ANNEALED
SIKAFLEX 552 OR
PURFECT GLAZE"H"
5/8" GLASS BITE
GLASS TYPE C
GLASS TYPE D
NOTE:
IF SIZE INTENDED IS NOT SHOWN, USE NEXT LARGER SIZE.
7/8" OVERALL
1/8" TEMPERED
T16" AIRSPACE
1/8" TEMPERED
`` SIKAFLEX 552 OR
l PURFECT GLAZE"H"
5/8" GLASS.BITE
7/8" OVERALL
3/16" TEMPERED
- 7/16" AIRSPACE
- 3/16" TEMPERED
SIKAFLEX 552 OR
PURFECT GLAZE "H"
5/8" GLASS BITE
WINDOW SYSTEMS IY�I
1900 SW 44TH AVE.
OCALA, FLORIDA 34474
WWW.CWS.CC
620 PVC
HORIZ. SLIDER
NON -IMPACT
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1111111191d��., ' . OREIV �T8 f�`
No 58201
A ; STATE OF :;W3
4/27/2015
LUCAS A. TURNER, P.E.
FL PE # 58201
1239 JABARA AVE.
NORTH PORT, FL 34288
PH. 941-380-1574
MEET DE'OTTION:
DESIGN PRESSURE
CHARTS AND GLAZING
EMK 04/22/15
Alas R: REV.:
CWS-1059 -
LE: SHEET
1:1 2 OF 6
i30
INTERIOR
SECTION VIEW A -A
ITEMS NOT SHOWN FOR CLARITY:
7-8, 10, 12, 15-16 8 21
ALTERNATE FIN FRAME
SECTION VIEW B-B
SECTION VIEW C-C
MTG RAIL REINFORCEMENT (2011) REQUIRED
ON UNIT HEIGHTS ABOVE 63"
WINDOW SYSTEMS K_r
1900 SW 44TH AVE.
OCALA, FLORIDA 34474
W W W.CWS.CC
620 PVC
HORIZ. SLIDER
NON -IMPACT
Az
4/27/2015
LUCAS A. TURNER, P.E.
FL PE # 58201
1239 JABARA AVE,
NORTH PORT, FL 34288
PH. 941-380-1574
H DEFf £SCAIPTIDN:
SECTION VIEWS
RAWN BY: . DATE:
EMK 04/22/15
WG 4: REV.
CW S-1059
DALE: SHEET
12 30F6
ITEM
PART
liDESCRIPTION
MATERIAL
VENDOR
1
H-6127
(MAIN FRAME
PVC
ATN
2
H-6135
(SASH INTERLOCK RAIL, INT. PANEL
PVC
ATN
3
H-6139
•SASH DRAW RAIL
PVC
ATN
4
H-6140
:SASH TOPBTMRAIL
PVC
ATN
5
H-6140
SASH INTERLOCK RAIL, ENT. PANEL
PVC
ATN
6
P-3028
SETTING BLOCK, 1/8" x 7/8" x 2"
FRANK LOWE
7
P-3029
I SCREEN LIFT TABS
STEEL
SUMMIT
8
P-3033
SCREEN SPRINGS
STEEL
FLA SCREEN
9
P-3218
SCREEN FRAME
ALUM
FLA SCREEN
10
P-3228
SCREEN SPLINE
DAPA
11
P-3305
WTSP., 0.187" x 0.270" SOFT FIN
AMESBURY
12
P-3511
#8-18 x 0.625" PN PH TEK #2 POINT ZP
STEEL
FASTENAL
13
P-3783
IMPACT SASH LOCK
INTERLOCK
14
P-3784
KEEPER
INTERLOCK
15
P4146
48-18 x 0.750" FH PH #2 POINT TEK ZP
STEEL
FASTENAL
16
P4754
SCREEN CORNER KEY
NYLON
FLA SCREEN
17
P-5420
WEEP COVER ASSY
NYLON
ASHLAND
18
P-5421
10.625" HOLE PLUG
NYLON
HEYCO
19
P-5423
48-18 x 0.500" PN PH TEK #2 POINT ZP
STEEL
FASTENAL
20
P-5428
ROLLER ASSY
AMESBURY
23
P-5436
.JAMB BUMPER
RUBBER
MINOR RUBBER
24
P-5441
IL BLOCK
NYLON
S-2004
SEINE, SIDE RAIL
ALUMASCEND
S-2005
REINF., MEETING RAIL, INT. PANEL
ALUMASCEND
L
S-2029
INTERLOCK ADAPTOR
ALUM
ASCEND
S-2030
ROLLER TRACK
ALUM
ASCEND
S-2030
ANTI -LIFT FILLER
ALUM
ASCEND
31 S-2043 REINF., MEETING RAIL, EXT. PANEL ALUM KEYMARK
32 S-2044 REINF, TOP/BOTTOM RAIL
33 S-6141 0.875" GLAZING BEAD
34 GLASS SEE SHEET
35 DOW CORNING 1199
36 PURFECT GLAZE "H , SIKAFLEX 552
37 S-2011 REINF., EXTERNAL
38 P-3515 #8 x 5/8" PH FLAT WHITE SMS
39 P-5400 ,COVER, EXT. REINF,
LINE ITEMS NOT USED:
21-22, 25
4
CORNER CONSTRUCTION
4 1/6"�f
Y 11
1 1/2"
p �n15+
1/16" FF_
�. Q&
—CORNER WFJ.-D
ALL ISIDES
1
PVC MAIN FRAME - H-6127
PVC TOP/BTM RAIL - H-6140
1 11/16" 2 14"
.Osa"
1/16" 1/16C 3) " j - 1/16"
1 1 '1.6 Iv
s' .,,:,e1
PVC INTERLOCK RAIL - H-6135 PVC DRAW RAIL - 6139 ALUM INTERLOCK - S-2029 PVC GLAZING BEAD - S-6141
11/16" 1/16" LICONE 15116"+•� 15/16""--j
1 5116"
} _
LICONE HENKEL / SIKA }�
ALUM ASCEND 1 s'1s>� 1 the 1 i/f� '� 1
STEEL FASTENAL 16"
PVC TEAM PLASTICS 093 1/16"
ALUM REINF. - S-2043 ALUM REINF. - S-2044 ALUM REINF. - S-2005
ALUM REINF. - S-2004
5/6" 19/16"71f6-
i 37/
i
ALUM ROLLER TRACK - S-2030 ALUM EXT. REINF. - S-2011 PVC COVER - P-5400
NOTE: ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED.
WINDOW SYSTEMS Kam`
1900 SW 44TH AVE.
OCALA, FLORIDA 34474
W W W.CWS.CC
620 PVC
HORIZ. SLIDER
NON -IMPACT
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LUCAS A. TURNER, P.E.
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1239 JABARA AVE.
NORTH PORT, FL 34288
PH. 941-380-1574
14AV414WC DATE:
EMK 04/22/15
WG#: REV':
CWS-1059 -
cAt : SHEET
12 4OF6
FOR UNI
6" MAX.
6" MAX.
a 1' 1 I a a a 1
ANCHOR LAYOUT - I FLANGE
l(
J
VOTE
— INSTALLATION
ANCHOR (TYP.)
8" MAX O.C. (TYP.) - -- +
4" MAX. (TYP-)I� III
4" MAX, (TYP.)
W
MAX O.C-
(TYP .)
L
--1 T THRU FRAME ANCHOR
_
x
x
1
ANCHOR LAYOUT - -(FlN)
NOTE THRU FRAME ANCHORS @ MTG RAIL
— SEE NOTE 2
INSTALLATION
ANCHOR (TYP.)
NOTES:
1. INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION. SILL ANCHOR SPACING SAME AS HEAD.
2. SHIM AS REO 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 -1 X BUCKS ARE
OPTIONAL.
7. A MINIMUM CENTER -TO -CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS: 3" FOR MASONRY, 1" FOR WOOD AND METAL.
6. 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.
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)
WINDOW SYSTEMS €S
1900 SW 44TH AVE
OCALA, FLORIDA 34474
W W W.CWS CC
620 PVC
HORIZ. SLIDER
NON -IMPACT
j1{%tillilll"+
P� REW
No 58201 : P
STATE OF •;44-
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4/27/2015
LUCAS A. TURNER, P.E.
FL PE # 58201
1239 JABARA AVE.
NORTH PORT, FL 34288
PH. 941-380-1574
ANCHOR SCHEDULE AND
NOTES
EMK 1 04/22/15
CW S-1059
CALE: SHEET
1:20 1 5 OF 6
}
TYPICAL HEAD ANCHORAGE
SUBSTRATE BY OTHERS - _ /
SEE TABLE 1
PERIMETER SEALANT
BYINSTALLER
INSIDE AND OUT
SEALANT BEHIND
FLANGE BY INSTALLER
INSTALLATION ANCHOR —
SEE TABLE 1
MIN. EMBEDMENT — SUBSTRATE
SEE TABLE 1
BY OTHERS
1/4" MAX. SHIM SEE TABLE 1 MIN. EDGE DIST. - SUBSTRATE
MIN, EDGE DIST, } SEE TABLE 1 SEE TABLE 1 BY OTHERS
SEE TABLE 1
1/4" MAX
ee MIN. EDGE DIST.
SEE TABLE 1
MIN. EMB pMENT INSTALLATION ANCHOR 74.
.
SEE TABLE 1 SEE TABLE 1
1/4" MAX. SHIM
SEALANT BEHIND �.` 1/4" MAX. SHIM
FLANGE BY INSTALLER
n _
PERIMETER SEALANT-- MIN. EMBEDMEN
BYINSTALLER INSIDE AND OUT SEE TABLE 1
•i -
SUBSTRATE BY OTHERS MIN. EDGE DIST.
SEE TABLE 1 SEE TABLE 1
SEALANT UNDER SC -- r A �VERTIC_AL SECTION
HEAD BY INSTALLS / 6�d TYPi4AL SILL ANCHORAGE
PERIMETER SEALANT
BYINSTALLER
INS DE AND OUT
SEALANT BEHIND
E BYINSTALLER
(!t
SECTION
B ANCHORAGE
TABLE 1: APPROVED INSTALLATION FASTENERS
FRAME TYPE
SUBSTRATE TYPE
ANCHOR TYPE
MIN. EMBEDMENT
MIN. EDGE DIST,
FLANGE
CONCRETE (2-0 KSI MIN-)
&IS" RW TAPCON
1"
1-118"
FLANGE
HOLLOW OR GROUT -FILLED CMU I117 PCF MIN.)
3116" ITW TAPCON
1"
Z'
FLANGE
CONCRETE (2.85 KS MIN.)
3/16" ELCD ULTRACON
FLANGE
HOLLOW or GROUT -FILLED CMU (ASTM C-90)
3/16" ELCO ULTRACON
1-1W
2-1/2"
FLANGE
2XMIN. SOUTHERN PINE (G=0.55)
3116" RW TAPCON
OR ELCO ULTRACON
1-3/8"
7/8"
FLANGE
2X MW. SOUTHERN PINE IG=0.55)
#10 WWI) SCREW
1-318"
718"
FLANGE
16 GAUGE (0.060") MIN. STEEL STUD
(33 KS YIEL
#10-16 HILTI KWI -FLEXOR RW
TEKS SELF -DRILLING SCREW
FULL THREAD
THRU 0.060"
7/16"
FLANGE
18" ALUM. (6063TS MIN.) OR)
1/8" ST L I33 KSI M
#10 GRADE 5 SELF -TAPPING /
DRILLING SCREW
FULL THREAD
THRU 0.125"
7/16
FIN
2X MIN. SOUTHERN PINE (G=0,55)
#10 WOOD SCREW
1-1/2"
1/Z"
PERIMETER SEALANT
BYINSTALLER
INSIDE AND OUT
EMBEDMENT
SEE TABLE
A
� r SEE TABLE1
— PERIMETER SEALANT
QBY NSTALLER
aaa INSIDE AND OUT
INSTALLATION ANCHOR
SEE TABLE 1
-SEALANT BEHIND
FIN BY INSTALLER
<�C� HORIZONTAL SECTION
6 TYPICAL FIN ANCHORAGE
HEAD AND SILL SIMILAR FOR FIN INSTALLATION
NOTE: ADDITIONAL THRU-FRAME ANCHORS
(AS SHOWN IN DET. A/6) REQ'D AT MTG RAIL,
SEE SHEET 5 ANCHOR LAYOUT.
p HORIZONTAL SECTION
4. BOX FRAME INSTALLATION
SIMILAR FOR SILL AND JAMBS 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.
WINDOW SYSTEMS
1900 SW 44TH AVE.
OCALA, FLORIDA 34474
W W W. C W S.CC
620 PVC
HORIZ. SLIDER
NON -IMPACT
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1239 JABARA AVE. I4
NORTH PORT, FL 34288
PH. 941-380-1574
INSTALLATION DETAILS
PcAWwtT.-
DAfiE:
EMK
04/22/15
N k:
REV.:
CWS-1059
-
,ALE:
SHEET
12
60F6