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Product Appraval Menu > Product or Aonkca Uon Search > BQ II n eTi it
FL # FL17793-R3
Application Type
Code Version 2017
Application Status Approved
*Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by
the POC and/or the Commission if necessary.
Comments
Archived
Product Manufacturer Custom Window Systems Inc.
Address/Phone/Email 1900 SW 44th Avenue
Ocala, FL 34474
(352) 368-6922 Ext291
jlathrop@cws.cc
Authorized Signature Jay Lathrop
jlathrop@cws.cc
Technical Representative Jay Lathrop
Address/Phone/Email 1900 SW 44th Ave
Ocala, FL 34474
(352) 368-6922 Ext291
jlathrop@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
Window
Subcategory
Horizontal Slider
Compliance Method
Certification Mark or Listing
Certification Agency Keystone Certifications, Inc.
Validated By Steven M. Urich, PE
Validation Checklist - Hardcopy Received
Referenced Standard and Year (of Standard) Standard Year
AAMA/WDMA/CSA 101/I.S.2/A440 2008
ASTM E1300 2004
ASTM E1886 2005
ASTM E1996 2009
Equivalence of Product Standards
Certified By
floridabuilding.org/pr/pr_app_dti.aspx?param=wGEVXQwtDgs%2bbt23mL8Hoc7jkwgRtaaSg5vJwVJNDrRGXTpgea15RQ%3d%3d 1 /3
12/16/2019 Florida Building Code Online
Product Approval Method Method 1 Option A
Date Submitted 04/09/2019
Date Validated 04/24/2019
Date Pending FBC Approval
Date Approved 04/25/2019
Summa of Products
FL #
Model, Number or Name
Description
17793.1
HS-6200 Impact Vinyl Horizontal
HS-6200 Vinyl Horizontal Slider XO, Impact
Slider XO
Limits of Use
Certification Agency Certificate
Approved for use in HVHZ: No
FL17793 R3 C CJ1C 138-1347.pdf
Approved for use outside HVHZ: Yes
FL17793 R3 C CAC 138-5SS.12d
Impact Resistant: Yes
Quality Assurance Contract Expiration Date
Design Pressure: +50/-50
03/30/2022
Other: Max. size 74" x 63". WIND ZONE 3. Glass complies to
Installation Instructions
ASTM E1300-04.
FL17793 R3[I _CWS-i071A.pdf
Verified By: Lucas A. Turner PE-58201
Created by Independent Third Party: Yes
Evaluation Reports
FU7793 R3 AE EvalReport1071A.2df
Created by Independent Third Party: Yes
17793.2
HS-6200 Impact Vinyl Horizontal
HS-6200 Vinyl Horizontal Slider XOX, Impact
Slider XOX
Limits of Use
Certification Agency Certificate
Approved for use in HVHZ: No
FL17793 R3 C CAC I38-13U.2df
Approved for use outside HVHZ: Yes
FL17793 P3 C CAC 138-1344.pdf
Impact Resistant: Yes
FL1779J Ra C CAC 138-1345.pdf
Design Pressure: N/A
FL17793 R3 C CAC4 pd
Other: Max. size 111" x 63". XOX 1/3-1/3-1/3 and 1/4-1/2-
FL17793 R3 C CAC 138-1375.pd
1/4. See installation detail for DPs. WIND ZONE 3. Glass
FLL7793 R3 C CAC 138-551.pdf
complies to ASTM E1300-04.
FL17793 R3C CAC 13S-552.12d
FL17793 83 C CAC 138-S53.pdf
FLI-7793 R3 C CAC 138-554.pdf
EL17793 R3 C CAC 138-564.122f
Quality Assurance Contract Expiration Date
03/30/2022
Installation Instructions
FL17793 R3 iI CWS-1072B.pdf
Verified By: Lucas A. Turner PE-58201
Created by Independent Third Party: Yes
Evaluation Reports
FL17793 R3 AE Ev IR Dort1072B.2df
Created by Independent Third Party: Yes
17793.3
HS-6200 Impact Vinyl Horizontal
HS-6200 Vinyl Horizontal Slider XX, Impact
Slider XX
Limits of Use
Certification Agency Certificate
Approved for use in HVHZ: No
FL17793 R3 C CAC 138-1337.pdf
Approved for use outside HVHZ: Yes
F.L17793R5 C A - 2df
Impact Resistant: Yes
_FL17793 R3 C CAC 138-547.pdf
Design Pressure: N/A
Other: Max. size 74" x 63". See installation detail for DPs.
FL17793, R3 C CRC 138-548.2df
Quality Assurance Contract Expiration Date
WIND ZONE 3. Glass complies to ASTM E1300-04,
03/30/2022
Installation Instructions
FL17793 R3 II CW -1S 070'A.pdf
Verified By: Lucas A. Turner PE-58201
Created by Independent Third Party: Yes
Evaluation Reports
FL17793 R3 AE EvalRepgrj1070A,pd
Created by Independent Third Party: Yes
Back Next
Contact Us :: 2501 Blair SYnne Read, Tallahassee FL 32399 Pho�: 850-487-1824
The State of Florida is an AA/EEO employer. CQRyriaht 2007-2013 State oF_FI_vrida.:: privacy Statement :: 6SLMj2b IL y 5tatement :: Wund Statement
Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic
mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. -Pursuant to Section 455.275(1),
Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails
provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please
provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here .
Product Approval Accepts:
floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgs%2bbt23mL8Hoc7jkwgRtaaSg5vJwVJNDrRGXTpgeal5RQ%3d%3d 2/3
12/16/2019
Florida Building Code Online
Credit Card
Safe
Raridabuilding.org/pr/pr app_dtl.aspx7param=wGEVXQwtDgs°%2bbt23mLBHoc7kwgRtaaSg5vJWVJNDrRGXTpgeal5RQ°%3d%3d 3/3
64
FL
HE
HORIZONTAL SLIDER - LARGE MISSILE IMPACT
75 1/4" FLANGE WIDTH
74" MAX. UNIT WIDTH
36"
MAX. SASH WIDTH
32 1/16" A
GLASS DLO
1/4"
if
NNGE
IGHT
j
63" B
j
j
I
I
MAX
UNIT
j
HEIGHT
58 7/8"
J(
MAX
SASH
HEIGHT
I
55 1/16"
I
f
GLASS
DLO
Illy
p
TABLE OF CONTENTS
GENERAL NOTES & ELEVATIONS ... ..1
SECTION VIEWS & GLAZING..............2
EXTRUSIONS & B.O.M.........................3
ANCHOR SCHEDULE & NOTES .......... 4
INSTALLATION DETAILS.....................5
A�
GENERAL NOTES:
1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED WINDOW SYSTEMS
TO COMPLY WITH THE FLORIDA BUILDING CODE (FBC), CURRENT
E.
EDITION AND IS RATED FOR MISSILE LEVEL D IMPACT USE IN WIND OCA A, FLORIDA AV3
ZONE 3 AREAS AS DEFINED IN ASTM E 1996 PER THE FBC. WWW. WS.CC 34474
WWW.CWS.CC
THIS PRODUCT MAY NOT BE USED IN THE HIGH VELOCITY
HURRICANE ZONE HVHZ OR IN ASTM E 1996 W IND ZONE 4 AREAS.
2. GLAZING OPTIONS: (SEE SHEET 2)
3. CONFIGURATIONS: "XX".
4. DESIGN PRESSURE RATING:
-NEGATIVE DESIGN LOADS BASED ON, TESTED PRESSURE AND
GLASS TABLES ASTM E-1300-04e01/09.
-POSITIVE DESIGN LOADS BASED ON, TESTED PRESSURE, WATER
INFILTRATION TEST PRESSURE AND GLASS TABLES
ASTM E-1300-04e01/09.
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
B WOOD ANCHOR CALCULATIONS.
Es 6. PRODUCT APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE
5 NOT REQUIRED.
�17. ALL FRAMES AND VENTS FULLY WELDED.
5
D 8. SERIES / MODEL DESIGNATION HIS-6200.
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.
FRAME
MAX. UNIT
DESIGN PRESSURE
IMPACT RATING
SIZE
RATING
FLANG
(74" x 63"
+/- 45 PSF
LARGE MISSILE IMPACT
FIN
+/- 40 PSF
Lucas
Turner
2019-04-19
10:54+19:00
6200 PVC
HORIZ. SLIDER
IMPACT
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4/18/2019
LUCAS A. TURNER, P.E.
FL PE # 58201
2428 Old Natchez Trc Trl
Camden, TN 38320
PH. 941-380-1574
SHEET ❑ESCRIPTICN
GENERAL NOTES AND
ELEVATIONS
DRAWN BY: DATE. j
EMK 05/27/15
DW[3 f RFV-
CWS-1070 A
_SCALE.
SHEET
1:25 1 OF 5
INTERIOR
SECTION VIEW A -A
ITEMS NOT SHOWN FOR CLARITY:
7-8, 10, 12, 15-16 & 21
g.,
ALTERNATE FIN FRAME
INTERIOR
SECTION VIEW B-B
GLASS TYPE A
7/8" OVERALL
1/8" ANNEALED
7/16" AIRSPACE
5/16" LAMINATED
1/8" ANNEALED
.090" KURARAY PVB INTERLAYER
1/8" ANNEALED
SIKAFLEX 552 OR
PURFECT GLAZE "H"
5/8" GLASS BITE
(Cuulom.pp
WINDOW SYSTEMS
1900 SW 44TH AVE.
OCALA, FLORIDA 34474
WWW.CWS.CC
6200 PVC
HORIZ. SLIDER
I M PACT
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4/18/2019
LUCAS A. TURNER, P.E.
FL PE # 58201
2428 Old Natchez Trc Trl
Camden, TN 38320
PH.941-380-1574
SHEET DESCRIPTION:
SECTION VIEWS AND
GLAZING DETAIL
DRAWN BY: oA
EMK 05/27/15
DWG 0 REV..
CWS-1070 A
`-` ALE SHEET
1:2 2 OF 5
PARTS LIST
ITEM
PART
IDESCRIPTION
MATERIAL
VENDOR
1
H-6127
MAINFRAME
PVC
ATN
2
H-6135
SASH INTERLOCK RAIL, INT. PANEL
PVC
ATN
3
H-6139
SASH DRAW RAIL
PVC
ATN
4
H-6140
SASH TOP/BTM RAIL
PVC
ATN
5
H-6140
ISASH INTERLOCK RAIL, EXT. PANEL
PVC
ATN
6
P-3028
SETTING BLOCK, 1/8" x 7/8" x 2"
FRANK LOWE
7
P-3029
SCREEN LIFT TABS
STEEL
SUMMIT
8
P-3033
SCREEN SPRINGS
STEEL
FLA SCREEN
9
P-3218
SCREEN FRAME
ALUM
FLA SCREEN
10
P-3228
ISCREEN SPLINE
DAPA
11
P-3305
I WTSP., 0.187" x 0.270" SOFT FIN
AMESBURY
12
P-3511
#8-18 x 0.625" PIN PH TEK #2 POINT ZP
STEEL
FASTENAL
13
P-3783
IMPACT SASH LOCK
INTERLOCK
14
P-3784
KEEPER
INTERLOCK
15
P-4146
#8-18 x 0.750" FH PH #2 POINT TEK ZP
STEEL
FASTENAL
16
P-4754
SCREEN CORNER KEY
NYLON
FLA SCREEN
17
P-5450
JUMBO WEEP COVER ASSY
NYLON
ASHLAND
18
P-5421
0.625" HOLE PLUG
NYLON
HEYCO
19
P-3511
#8-18 x 0.625" SQ PH TEK #2 POINT ZP
STEEL
FASTENAL
20
P-5428
ROLLER ASSY
AMESBURY
23
P-5436
JAMB BUMPER
RUBBER
MINOR RUBBER
24
P-5441 I
L BLOCK, ANTI -LIFT
NYLON
26
S-2004
REINF., SIDE RAIL
ALUM
ASCEND
27
S-2005
REINF., MEETING RAIL, INT. PANEL
ALUM
ASCEND
28
S-2029
INTERLOCK ADAPTOR
ALUM
ASCEND
29
S-2030
ROLLER TRACK
ALUM
ASCEND
31
S-2043
REINF., MEETING RAIL, EXT. PANEL
ALUM
KEYMARK
32
S-2044
REINF., TOP/BOTTOM RAIL
ALUM
ASCEND
33
S-6141
0.875" GLAZING BEAD
PVC
ATN
34
GLASS I
SEE SHEET 2
35
1
DOW CORNING 1199
SILICONE
36
1
PURFECT GLAZE "H", SIKAFLEX 552
SILICONE
HENKEL / SIKA
LINE ITEMS NOT USED
21-22, 25, 30
NOTE: ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED.
4
4 1/8"
PVC MAIN FRAME - H-6127
1 11/16" —
Pr
1/16"
1 15/16" 1 15/16"
-:2. t
CORNER CONSTRUCTION
1 1/2"
4i5
1 15/16" 1>1
LLLJJJ - CORNER WELD
1/16" ALL SIDES
Ij 1:8
t..
PVC TOP/BTM RAIL - H-6140
- 2 1/8"
1/16"
7/16" r
1/16"
1 3,16" 28
PVC INTERLOCK RAIL - H-6135 PVC DRAW RAIL - 6139 ALUM INTERLOCK - S-2029
1 1/16" - � � 1116'
a
I �
1 5/16"
t - T
ALUM REINF. - S-2043
5/8" 1 9/16"
1/16" S
ALUM ROLLER TRACK - S-2030
1 5/16"�I
1 1/16" 3.
1 1/16"
ALUM REINF. - S-2044
1 5/16"-{
093"
ALUM REINF. - S-2005
.050"
5/16"
15/16" 33
i
PVC GLAZING BEAD - S-6141
�1 5/16"-
1 1/16" -
2E
1/16"
ALUM REINF. - S-2004
- - .-- 3/4"
24'1
OPERABLE PANEL ANTI -LIFT
P-5441
WINDOW SYSTEMS
1900 SW 44TH AVE.
OCALA, FLORIDA 34474
WWW.CWS.CC
6200 PVC
HORIZ. SLIDER
I M PACT
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4/18/2019
LUCAS A. TURNER, P.E.
FL PE # 58201
2428 Old Natchez Trc Trl
Camden, TN 38320
PH. 941-380-1574
SHEET DESCRIPTION
BOM AND EXTRUSIONS
DRAWN BY:
DATE:
EMK
05/27/15
DWG #:
REV
CWS-1070
A
SCALE
SHEET
1:2
3OF5
6" MAX. (TYP.)
6" MAX. (TYP.)
MA_
(
NOTES:
r� 4" (TYP.)
I�SE
F- 4" (TYP.)
18"
X. O.C.
IYp.}
x
x
�
i
=&NCHORAYOUT - (FLANGEi y
8" MAX O.C. (T
4" MAX. (TYP.)
E NOTE 2 4" MAX. (TYP.)
INSTALLATION
ANCHOR (TYP.)
8"
MAX. O.C.
(TYP.)
ANCHOR LAYOUT - FIN
NOTE THRU FRAME ANCHORS @ MTG RAIL
SEE NOTE 2
VSTALLATION
ANCHOR (TYP.)
1. INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION. SILL ANCHOR SPACING SAME AS HEAD.
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 MINIMUM
SPECIFIED 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 REQUIRE 1X WOOD BUCKS BETWEEN THE PRODUCT AND SUBSTRATE.
INSTALLATIONS INTO HOLLOW CMU REQUIRE THE USE OF 1X 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 TABLE1, 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/AAMANVDMA 300(EXTERIOR DOORS)
WINDOW SYSTEMS 11
1900 SW 44TH AVE.
OCALA, FLORIDA 34474
WWW.CWS.CC
6200 PVC
HORIZ. SLIDER
IMPACT
: 7-
"
4/18/2019
z
LUCAS A. TURNER, P.E.
FL PE # 58201
2428 Old Natchez Trc Trl
Camden, TN 38320
PH. 941-380-1574
.-Er DESCRIPTION:
ANCHOR SCHEDULE AND
NOTES
EMK 05/27/15
I
DWG 4 REV.:
CWS-1070 A
SCALE SHEET
1:20 4 OF 5
TYPICAL HEAD ANCHORAGE
SUBSTRATE BY OTHEF
SEE TABLE 1
PERIMETER SEALANT
BY INSTALLER
INSIDE AND OUT
SEALANT BEHIND
FLANGE BY INSTALLEF
INSTALLATION ANCHI
SEE TABLE 1
SEALANT BEHIND
FLANGE BY INSTALLER
PERIMETER SEALANT
BY INSTALLER
INSIDE AND OUT
3E U151
ILE 1
BEDMENT
3LE 1
SHIM
SHIM
=DMENT
E1
SUBSTRATE BY OTHERS _ -! -� - MIN. EDGE DIST
SEE TABLE 1 SEE TABLE 1
SEALANT UNDER SCREW A VERTICAL SECTION
HEAD BY INSTALLER 5 TYPICAL SILL ANCHORAGE
MIN. EMBEDMENT
SEE TABLE 1
1/4" MAX. SHIM I�
t .
INSTALLATION ANCHOR
SEE TABLE 1
SUBSTRATE
BY OTHERS
SEE TABLE 1
MIN. EDGE DIST.
SEE TABLE 1
_ II JJ PERIMETER SEALANT
BY INSTALLER
INSIDE AND OUT
SEALANT BEHIND
FLANGE BY INSTALLER
B HORIZONTAL SECTION
TYPICAL JAMB ANCHORAGE
TABLE 1: APPROVED
INSTALLATION FASTENERS
FRAME TYPE
SUBSTRATE TYPE
ANCHOR TYPE
MIN. EMBEDMENT
MIN. EDGE DIST.
FLANGE
CONCRETE (2.0 KSI MIN.)
3/16" ITW TAPCON
1"
1-1/8"
FLANGE
HOLLOW OR GROUT -FILLED CMU (117 PCF MIN.)
3/16" ITW 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
1-3/4"
2-1/2"
FLANGE
2X MIN. SOUTHERN PINE (G=0.55)
3/16" ITW TAPCON
OR ELCO ULTRACON
1-3/8"
7/8"
FLANGE
2X MIN. SOUTHERN PINE (G=0.55)
#10 WOOD SCREW
1-3/8"
7/8"
FLANGE
16 GAUGE (0.060") MIN. STEEL STUD
(33 KSI YIELD MIN)
#10-16 HILTI KWIK-FLEXOR ITW
TEKS SELF -DRILLING SCREW
FULL THREAD
THRU 0.060"
7/16„
FLANGE
8" ALUM. (6063-T5-T5 MIS
1/8" STEEL (33 KSI MIN.)
11 DE 5 SEL - IN /
RILLING SCREW
FULL THREAD
THRU 0.125"
7/16"
FIN 12XMIN.
SOUTHERN PINE (G=0.55)
#10 WOOD SCREW
1-1/2"
1/2"
PERIMETER SEALANT
BY INSTALLER
INSIDE AND OUT
MIN. EDGE DIST.
SEE TABLE 1
1/4" MAX. SHIM
SUBSTRATE
BY OTHERS
SEE TABLE 1
MIN. EMBEDMENT
SEE TABLE 1
PERIMETER SEALANT
BY INSTALLER
INSIDE AND OUT
INSTALLATION ANCHOR
SEE TABLE 1
SEALANT BEHIND
FIN BY INSTALLER
HORIZONTAL SECTION
5 ..' TYPICAL FIN ANCHORAGE
HEAD AND SILL SIMILAR FOR FIN INSTALLATION
NOTE: ADDITIONAL THRU-FRAME ANCHORS
(AS SHOWN IN DET. A/5) REQ'D AT MTG RAIL,
SEE SHEET 4 ANCHOR LAYOUT.
D HORIZONTAL SECTION
5 BOX FRAME INSTALLATION
SIMILAR FOR HEAD AND SILL FOR BOX INSTALLATION
Owslom.w
WINDOW SYSTEMS
1900 SW 44TH AVE.
OCALA, FLORIDA 34474
WWW.CWS.CC
6200 PVC
HORIZ. SLIDER
I M PACT
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4/18/2019
LUCAS A. TURNER, P.E.
FL PE # 58201
2428 Old Natchez Trc Trl
Camden, TN 38320
PH. 941-380-1574
SHEET DESCRIPTION:
INSTALLATION DETAILS
FLANGE REMOVAL NOTE: PARTIALLY OR FULLY REMOVING THE FLANGE, DRAWN BY: DATE:
UP TO AND INCLUDING A BOX -FRAME APPLICATION IS ACCEPTABLE PROVIDED:
EMK 05/27/15
- MIN. 1/4" FILLET OF CONSTRUCTION -GRADE ADHESIVE CAULK IS APPLIED DWG #: REV.:
INSIDE AND OUT, FULL PERIMETER, BY INSTALLER. CWS-1070 A
- PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS -
SHOWN FOR FLANGE WINDOWS. SCALE SHEET
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