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Product Approval Menu > Product or Application Searoh > Application Llst > Application Detail
OFFICE OF THE FL # FL5823-R6
SECREJARY Application Type Revision
Code Version 2014
Application Status Approved
Comments 04/16/2015
Archived
Product Manufacturer Custom Window Systems Inc.
Address/Phone/Email 1900 SW 44th Avenue
Ocala, FL 34474
(352) 368-6922
ekoss@cws.cc
Authorized Signature Koss Erin
ekoss@cws.cc
Technical Representative Erin Koss
Address/Phone/Email 1900 SW 44th Ave.
Ocala, FL 34474
(352) 368-6922 Ext 291
ekoss@cws.cc
Quality Assurance Representative Jay Lathrop
Address/Phone/Email 1900 SW 44th Ave.
Ocala, FL 34474
(352) 368-6922 Ext291
jlathrop@cws.cc
Category Windows
Subcategory Single Hung
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
96 Evaluation Report - Hardcopy Received
Florida Engineer or Architect Name who developed Lucas A. Turner
the Evaluation Report
Florida License PE-58201
Quality Assurance Entity Keystone Certifications, Inc.
Quality Assurance Contract Expiration Date 07/21/2020
Validated By Steven M. Urich, PE
® Validation Checklist - Hardcopy Received
Certificate of Independence
Referenced Standard and Year (of Standard)
FL5823 R6 COI EvalReo CWS-155C (SH-8100, Imoact).pdf
Standard
AAMA/ W D MA/CSA/ 101/I. S.2/A440-0 5
ASTM E1300-04
ASTM E1886-02
ASTM E1886-05
ASTM E1996-02
ASTM E1996-05
PA/TAS 201/202/203
FILE Cioo2O
2005
1994
hqs://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvMdF6zR4iH... 8/27/2015
It' lorida Building Code Online
Page 2 of 3
Equivalence of Product Standards
Certified By
Sections from the Code
Product Approval Method
Date Submitted
Date Validated
Date Pending FBC Approval
Date Approved
Summary of Products
Method 1 Option D
04/14/2015
04/21/2015
04/25/2015
06/23/2015
FL #
Model, Number or Name
Description
5823.1
8100 Vinyl Single Hung
8100 Vinyl Single Hung (Impact)
Limits of Use
Approved for use in HVHZ: Yes
Approved for use outside HVHZ: Yes
Impact Resistant: Yes
Design Pressure: N/A
Other: Large Missile, see installation dwgs. for Max. size
and DP. Outer lite in I.G. must be safety glazed when used
above 30 ft. in HVHZ. Glass complies to ASTM E1300-04.
Installation Instructions
FL5823 R6 II CWS-155C (SH-8100, Impact).odf
Verified By: Lucas A. Turner 58201
Created by Independent Third Party: Yes
Evaluation Reports
FL5823 R6 AE DuPont PVB NOA 13-0129 27.Ddf
FL5823 R6 AE EvalReo CWS-155C (SH-8100, Imoact).odf
FL5823 R6 AE Ouanex (Mikron) NOA 12-1017 02.pdf
Created by Independent Third Party: Yes
5823.2
SH-8100 Cont. Hd. & Sill
SH-8100 Cont. Hd. & Sill (double Single Hung), Impact, 74
1/8" x 63".
Limits of Use
Installation Instructions
Approved for use in HVHZ: Yes
FL5823 R6 II CWS-440B (SH-8100, IMP, 74x63.
CONTHDSL).Ddf
Approved for use outside HVHZ: Yes
Impact Resistant: Yes
Verified By: Lucas A. Turner 58201
Design Pressure: N/A
Created by Independent Third Party: Yes
Other: Max. unit size 72-7/8" x 61-3/4". Outer lite in I.G.
Evaluation Reports
must be safety glazed when used above 30 ft. in HVHZ.
FL5823 R6 AE DuPont PVB NOA 13-0129 27.odf
FL5823 R6 AE EvalRep CWS-440B (SH-8100, IMP, 74x63,
Glass complies to ASTM E1300-04.
CONTHDSL).Ddf
FL5823 R6 AE Quanex (Mikron) NOA 12-1017 02.odf
Created by Independent Third Party: Yes
5823.3
SH-8100 Cont. Hd. & Sill
SH-8100 Cont. Hd. & Sill (double SIngle Hung), Impact, 74
1/8" x 72".
Limits of Use
Installation Instructions
Approved for use in HVHZ: Yes
FL5823 R6 II CWS-491B (SH-8100, IMP, 74x72,
CONTHDSL).odf
Approved for use outside HVHZ: Yes
Impact Resistant: Yes
Verified By: Lucas A. Turner 58201
Design Pressure: +67.5/-67.5
Created by Independent Third Party: Yes
Other: Large Missile, DP = +/- 67.5 psf, Max. size 74-1/8"
Evaluation Reports
x 72". Outer lite in I.G. must be safety glazed when used
FL5823 R6 AE DuPont PVB NOA 13-0129 27.Ddf
FL5823 R6 AE EvaIReD CWS-491B (SH-8100, IMP, 74x72,
above 30 ft. in HVHZ. Glass complies to ASTM E1300-04.
CONTHDSL).odf
FL5823 R6 AE Quanex (Mikron) NOA 12-1017 02.odf
Created by Independent Third Party: Yes
5823.4 SH-8100 Vinyl Single Hung Oriel SH-8100 Vinyl Single Hung Oriel Window w. HD FMR, 5 HI
sash.
Limits of Use Installation Instructions
Approved for use in HVHZ: Yes FL5823 R6 II CWS-295C (SH-8100. IMP. 52x96).Ddf
Approved for use outside HVHZ: Yes Verified By: Lucas A. Turner 58201
Impact Resistant: Yes Created by Independent Third Party: Yes
Design Pressure: +67.5/-67.5 Evaluation Reports
Other: Large Missile, 52" x 96" w/ 5 HI sash, +/- 67.5 psf. FL5823 R6 AE DuPont PVB NOA 13-0129 27.Ddf
Outer lite in I.G. must be safety glazed when used above 30 FL5823 R6 AE DuPont SGP NOA 11-0624 02.odf
ft. in HVHZ. Glass complies to ASTM E1300-04. FL5823 R6 AE EvaIReD CWS-295C (SH-8100, IMP,
52x96).Ddf
FL5823 R6 AE Ouanex Mi A O1 "
Created by Independent Thi @ Payfl Y
Back Next
https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvMdF6zR4iH... 8/27/2015
SINGLE HUNG - LARGE MISSILE IMPACT
(SHOWN W/DIFFERENT OPTIONS)
54 318"
OVERALL FLANGE WIDTH
53 1/8" MAX. UNIT WIDTH
„"
GLASS DLO
O
76"
MAX.
MAX. 111111
HEIGHT X
C
C E
—
GLASS DLO
49 11/16'
MAX. SASH WIDTH
TABLE OF CONTENTS
GENERAL NOTES & ELEVATIONS ..... 1
GLAZING DETAILS..........:....................2
SECTION VIEWS & ALT. FRAME
EXTRUSIONS & B.O.M.......................4
ANCHOR SCHEDULE & NOTES .......... 5
INSTALLATION DETAILS.....................6
c_
GLASS-
631/4'
DLO
OVERALL
FLANGE
HEIGHT
B
62.
MAX
UNIT
HEIGHT
347
GLASS
DLO
37 1/4•
OVERALL FLANGE WIDTH
3r —
MAX UNIT WIDTH
, t ' -�
GLASS DLO
A -a
X
4 1
28' —
GLASS DLO
315116 -
MAX SASH WIDTH
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:'O/X'.
4. DESIGN PRESSURE RATING:
-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 1/3 % 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. THE IMPACT ROTARY
2Z LOCKS ARE INTENDED TO BE LEFT UNLATCHED DURING NORMAL
B GLASS OPERATION BUT MUST BE ENGAGED PRIOR TO EXPOSURE TO
DLO HURRICANE WINDS AND FLYING DEBRIS.
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
27'
GLOSS 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.
12. SWEEP LOCKS INSTALLED ON WINDOWS OVER 36" x 62".
Lucas A. Turner
2015-04-09
12:43-04:00
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 1
+67.5 / -75 PSF
�{OjCCALA, FLORIDA 34474
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LUCAS A. TURNER, P.E.
FL PE # 58201
1239 JABARA AVE.
NORTH PORT, FL 34288
PH.941-380-1574
IEET DESCRIPTION:
GENERAL NOTES AND
ELEVATIONS
LAWN BY: DATE:
ADE 06/10/08
JG#: REV.:
CWS-155 C
.ALE: SHEET
1:1 1 OF6
7/8' OVERALL INSULATED GLASS
1/8' ANNEALED
7/16" AIRSPACE
5116" LAMINATED GLASS
1/8" ANNEALED
.090" PVB INTERLAYER BY DUPONT
1/8' ANNEALED
DURASEAL BY TRUSEAL
PURFECT GLAZE "H" OR SIKAFLEX 552
112" GLASS BITE
GLASS TYPE A
FIXED LITE
7/8" OVERALL INSULATED GLASS
1/8" TEMPERED
7/16" AIRSPACE
5/16" LAMINATED GLASS
1/8" ANNEALED
.090" PVB INTERLAYER BY DUPONT
118" ANNEALED
DURASEAL BY TRUSEAL
PURFECT GLAZE "H" OR SIKAFLEX 552
1/2" GLASS BITE
GLASS TYPE B
FIXED LITE
-7/8" OVERALL INSULATED GLASS
1/8' ANNEALED
7116" AIRSPACE
5116" LAMINATED GLASS
1/8" ANNEALED
.090" PVB INTERLAYER BY DUPONT
1/8" ANNEALED
DURASEAL BY TRUSEAL
PURFECT GLAZE "H" OR SIKAFLEX 552
1/2" GLASS BITE
V 4
GLASS TYPE A
SASH LITE
7/8" OVERALL INSULATED GLASS
1/8" TEMPERED
7/16' AIRSPACE
5/16" LAMINATED GLASS
1/8" ANNEALED
.090" PVB INTERLAYER BY DUPONT
1/8" ANNEALED
DURASEAL BY TRUSEAL
PURFECT GLAZE W OR SIKAFLEX 552
GLASS TYPE B
SASH LITE
1/2" GLASS BITE
CFL . DA 34474
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LUCAS A. TURNER, P.E.
FL PE # 58201
1239 JABARA AVE.
NORTH PORT, FL 34288
PH. 941-380-1574
IEET DESCRIPTION:
GLAZING DETAILS
AWN BY: DATE:
ADE 06/10/08
VG #: REV.:
CWS-155 C
ALE: SHEET
1:1 20F6
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
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".
01
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9?_ STATE OF
LUCAS A. TURNER, P.E.
FL PE # 58201
1239 JABARA AVE.
NORTH PORT, FL 34288
PH. 941-380-1574
IEET DESCRIPTION:
SECTION VIEWS
LAWN BY: DATE:
ADE 06/10/08
VG #: REV.:
CWS-155 C
'LE: SHEET
1:2 3OF6
for
"rl" or
2
2
23 I#10X 1
24 Flat W:
25 S-6014 Screen
26 S-6013 Screen
27 P-4051 #8 x 1
28 P-3748 #6 x 0A
29 P-3783 Impact,
30 P 4069 Impact,
31 P-4264 #8 x 3/'
138 I P-3352 Set. Blk. 1/B" x 5/8" x
P-3768 !i x 5/8 Phil Pan Zinc
)P-4479 Weepcoter
P-3113 IScrew SUDDOrt
46
x
21
PVC FRAME FLANGE-6031
3
rEIB
PVC SASH BTM. RAIL-6028
I-- 2 3/16'
6
1 5/8'
1/16"
PVC SASH TOP RAIL-6027
1 1/2'
10 4
1EH4
21l8• � 1/16'
1/i6•
PVC SASH SIDE RAIL-6004 FIXED RAIL - 1836
IAL PVC FRAME FIN-6D48
IAL
)CK
)CK 1 5/t6•
LAL
AL q
7/8•
I
I 1/16' 1/16'
'Y PVC SASH STOP - 6025 PVC SCREEN CATCH - 6013
Y
)WE
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I W4" 31q•
N 3/16• 9
11 15/16" 1/16•
R T
E �—
REINF. S.B.RJS.S.R. - 1498 REINF. BTM RAIL-1699
NOTE: ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED.
FRAME CORNER
CONSTRUCTION•
19 AVE.
OCALA, FLORIDA 34474
WS._WS._!
---waPVC
CORNER WELD
(ALLSIDES)
HUNG
1:8
ACT
0
o
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FIXED MEETING RAIL
SCREWED TOGETHER WITH
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OUTERFRAME
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PVC GLAZING BEAD-6064
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SCREW SUPPORT-3113
LUCAS A. TURNER, P.E.
FL PE # 58201
1239 JABARA AVE.
NORTH PORT, FL 34288
PH. 941-380-1574
HEET DESCRIPTION:
BOM AND EXTRUSIONS
RAWN BY: DATE:
ADE 06/10/08
NG #: REV.:
CWS-155 C
ALE: SHEET
12 40F6
15" MAX O.C.
6" MAX (TYP;
6" MAX. (TYP.
14'
MAX O.0
(TYP.)
4" (TYP
4- (TYP
ANCHOR LAYOUT - (FLANGE)
SIZES OVER 36" x 62'
MAX. (TYI
MAX (TYI
IAX O.C.
fYP.)
MTG RAIL
ANCHOR LAYOUT - (FIN)
SIZES OVER 36" x 62"
ANCHOR AT MIDSPAN
6" MAX (TYP.)
6- MAX (TYP.)
1013116" -�I
MAX O.C.
(TYP-)
4' MAX.
4' MAX
8"
MAX
(TYP
T I —gMFGF
4" (TYP.) J I I
I X I
4
ANCHOR LAYOUT - (FLANGE)
SIZES 36" x 62" AND UNDER
ANCHOR LAYOUT - (FIN)
SIZES 36' x STAND UNDER
(TYP.)
NOTES:
1. INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION. SILL ANCHOR SPACING SAME AS HEAD.
HIM 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
%ONSTRUCTED 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: W 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 TABLET, 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), FMAIWDMA 250(BOX WINDOWS), FMA/AAMA/WDMA 300(E)CTERIOR DOORS)
AVE.
)A 34474
IPVC
HUNG
ACT
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LUCAS A. TURNER, P.E.
FL PE # 58201
1239 JABARA AVE.
NORTH PORT, FL 34288
PH. 941-380-1574
ANCHOR SCHEDULE
NOTES
ADE 06/10/08
YG #: REV.:
CWS-155 C
:ALE: SHEET
125 5 OF 6
MIN. EMBEDMENT
TYPICAL HEAD ANCHORAGE
SEE TABLE 1
SUBSTRATE
BY OTHERS
MIN. EDGE DIST.
1/4" MAX SHIMESEALANTBEHIND
ABLE 1
SUBSTRATE BY OTHERS
SEE TABLE 1
SEE TABLE 1
DGE DIST.
MIN. EMBEDMENT
BLE 1
PERIMETER SEALANT
SEE TABLE 1
BY INSTALLER
INSTALLATION ANCHOR
INSIDE AND OUT
SEE TABLE 1
SEALANT BEHIND
C�
FLANGE BY INSTALLER
1/4' MAX SHIM
EALANT
UTINSTALLATION
ANCHOR
IND
SEE TABLE 1
FLANGE BY INSTALLER
HORIZONTAL SECTION
6 TYPICAL JAMB ANCHORAGE
1/4' MAX. SHIM
SEALANT BEHIND
FLANGE BY INSTALLER
PERIMETER SEALANT
MIN. EMBEDMEN'
MA
BYINSTALLERSEE
TABLE 1
INSIDE AND OUT
SUBSTRATE BY OTHERS
SEE TABLE 1
SEE TABLE 1
�A
VERTICAL SECTION
r
6
TYPICAL SILL ANCHORAGE
TABLE I: APPROVED INSTALLATION FASTENERS
FRAME TYPE
SUBSTRATE TYPE
ANCHOR TYPE
MIN. EMBEDMENT
MIN. EDGE DIST.
FLANGE
CONCRETE (2.0 KSI MIN.)
3116" fIW TAPCON
1-1/2"
1-1/8'
FLANGE
HOLLOW OR GROUT -FILLED CMU (117 PCF MIN.)
3/16" ff1N 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
1-318"
7/8"
FLANGE
16 GAUGE (0.060') MIN. STEEL STUD
(33 KSI YIELD MIN)
#10-16 HILTI KWIK-FLEXOR rrw
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 /
DRILLING SCREW
FULL THREAD
THRU 0.125"
7/16'
FIN
2XMIN. SOUTHERN PINE (G=0.55)
#8 WOOD SCREW
1-1/2'
7/16"
MIN. EDGE DIST. SUBSTRATE - --" �---- —
SEE TABLE 1 BY OTHERS 190 W H
1/4' MAX SHIM SEE TABLE 1 OC' RID .'Y: 74
=vc
MIN. EMBEDMENT UNG
SEE TABLE1 IMPACT
�o
PERIMETER SEALANT o _o H
BYINSTALLER o r oo
INSIDE AND OUT
o INSTALLATION ANCHOR LIE o }
SEE TABLE 1 I- ¢ CO
SEALANT BEHIND
FIN BY INSTALLER co
U Q Z
�C1 HORIZONTAL SECTION M M W O
6 TYPICAL FIN ANCHORAGE U
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LUCAS A. TURNER, P.E.
FL PE # 58201
PERIMETER SEALANT
1239 JABARA AVE.
BY INSTALLER
NORTH PORT, FL 34288
INSIDE AND OUT
PH. 941-380-1574
p�HORIZONTAL SECTION
6 BOX FRAME INSTALLATION
SHEET DESCRIPTION:
HEAD AND SILL SIMILAR FOR BOX INSTALLATION
INSTALLATION DETAILS
FLANGE REMOVAL NOTE: PARTIALLY OR FULLY REMOVING THE FLANGE,
UP TO AND INCLUDING A BOX -FRAME APPLICATION IS ACCEPTABLE PROVIDED:
DRAWN BY:
DATE:
AIDE
06/10/08
MIN. 1/4" FILLET OF CONSTRUCTION -GRADE ADHESIVE CAULK IS APPLIED
DWG #:
REV.:
INSIDE AND OUT, FULL PERIMETER, BY INSTALLER.
CWS-155
C
PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS
SHOWN FOR FLANGE WINDOWS.
scuE:
SHEET
12
6OF6