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yF FL # FL16735-R2
Application Type Revision
Code Version 2017
Application Status Approved
Comments Archived REVIEWED FOR
._...
CODE COMPLIANCE
Product Manufacturer Custom Window Systems Inc. Q/� C /'� j
Address/Phone/Email 1900 SW 44th Avenue ST. LUCIE COU
Ocala, FL -6922 A BOCC
(352) 368-6922 Ext 291 (LL�\II`WI\I
jlathrop@cws.cc
Authorized Signature Kevin Pine
kpine@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 Arturo Monteverde
Address/Phone/Email 1900 SW 44th Ave
Ocala, FL 34474
(352) 368-6922 Ext 221
amonteverde@cws.cc
Category Windows
Subcategory Horizontal Slider
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
L.. 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 07/21/2030
Validated By Steven M. Urich, PE
Validation Checklist - Hardcopy Received
Certificate of Independence FL16735 R2 COI EvalReport867C.pdf
Referenced Standard and Year (of Standard)
Equivalence of Product Standards
Certified By
Sections from the Code
Standard
AAMA/ W D MA/CSA/ 101/I. S.2/A440-08
ASTM E1886-05
ASTM E1996-09
Year
2008
2005
2009
https://www.floridabuilding. org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqu8obl%2fZm.
11 /6/2020
Florida Building Code Online
Page 2 of 2
Product Approval Method
Date Submitted
Date Validated
Date Pending FBC;Approval
Date Approved
Date Revised
Summary of Prnducts
Method- 1 Option D
09/28/2017
09/29/2017
10/03/2017
12/12/2017
08/10/2020
FL #
Model, Number or Name
Description
16735.1
HS-8200 PVC Horizontal Slider
HS-8200 PVC Horizontal Slider, Impact, 74" x 63", XO or OX.
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FL16735 R2 II CWS-867C.odf
Approved for -use outside HVHZ: Yes
Verified By: Lucas A. Turner 58201
.Impact Resistant: Yes
Created by Independent Third Party: Yes
"D'esig'n. Pressure: +50/,-50
Evaluation Reports
Other: Large Missile "D WZ3, DP +/- 50 psf. Glass
complie's'with ASTM E1300-04.
FL16735 R2 AE EvalReport867C.Ddf
Created by Independent Third Party: Yes
•16735.2 -
HS-8200 PVC Horizontal Slider
HS-8200 PVC Horizontal Slider, Impact, 111" x 63", XOX.
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FL16735 R2 11 CWS-868C.pdf
Approved for use outside HVHZ: Yes
Verified By: Lucas A. Turner 58201
Impact Resistant: Yes
Created by Independent Third Party: Yes
Design Pressure: +50/-50
Evaluation Reports
Other: Large Missile "D", WZ3, DP =/- 50 psf. Glass
f'1.1673_5 R2,__(. ..._Eyalf;eportKQQ_-Pdf
complies with ASTM E1300-04.
Created by Independent Third Party: Yes
Back AIexL•
Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824
The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund 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:
®::
Credit!
Safe
seettxty,ktl;°rlu sR
https://www.floridabuilding.org/prlpr_app_dtl.aspx?param=wGEVXQwtDqu8obl%2flZm... 11 /6/2020
Sections from the Code
I-lonaa timaing L oae unune
Product Approval Method
Date Submitted
Date Validated
Date Pending FBC Approval
Date Approved
Date Revised
Summary of nPf ductcl
Method 1 Option D
09/28/2017
09/29/2017
10/03/2017
12/12/2017
08/10/2020
RECEIVED
NOV 0 6 1010
ftrrniOing i)g a
,rrment
FL #
Model, Number or Name
Description
HS-8200 PVC Horizontal Slider
HS-8200 PVC Horizontal Slider, Impact, 74" x 63", XO or OX.
Limits of Us
Installation Instructions
Approv or use in HVHZ: No
FL16735 R2 II CWS-867C.pdf
ved for use outside HVHZ: Yes
Verified By: Lucas A. Turner 58201
Impact Resistant: Yes
Created by Independent Third Party: Yes
Design Pressure: +50/-50
Evaluation Reports
Other: Large Missile "D", WZ3, DP +/- 50 psf. Glass complies
FL16735 R2 AE EvalReport867C.pdf
with ASTM E1300-04.
Created by Independent Third Party: Yes
16735.2
HS-8200 PVC Horizontal Slider
HS-8200 PVC Horizontal Slider, Impact, 111" x 63", XOX.
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FL16735 R2 II CWS-868C.pdf
Approved for use outside HVHZ: Yes
Verified By: Lucas A. Turner 58201
Impact Resistant: Yes
Created by Independent Third Party: Yes
Design Pressure: +50/-50
Evaluation Reports
Other: Large Missile "D", WZ3, DP =/- 50 psf. Glass complies
FL16735 R2 AE EvalReport868C.pdf
with ASTM E1300-04.
Created by Independent Third Party: Yes
Back Next
Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824
The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy 5tatement :: Accessibility. Statement :: Refund 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:
F, . ® go M
Credit Card
Safe
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HORIZONTAL SLIDER - LARGE MISSILE IMPACT
75114" MAX. OVERALL FLANGE WIDTH
74' MAX. UNIT WIDTH
j-33' GLASS DLO
64 114"
MAX
FLANGE
HEIGHT
TABLE OF CONTENTS
GENERAL NOTES & ELEVATIONS ........... 1
SECTION VIEWS & GLAZING DETAILS....2
EXTRUSIONS & B.O.M...............................3
ANCHOR SCHEDULE & NOTES................4
INSTALLATION DETAILS ...........................5
GENERAL NOTES:
1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED
TO COMPLY WITH THE FLORIDA BUILDING CODE (FBC), CURRENT
EDITION AND IS RATED FOR WIND ZONE 3 MISSILE LEVEL D IMPACT
USE AS DEFINED IN ASTM E 1996 PER THE FBC.
THIS PRODUCT MAY NOT BE USED IN THE HIGH VELOCITY HURRICANE
ZONE (HVHZ) OR IN ASTM E 1996 WIND ZONE 4 AREAS.
2. GLAZING OPTIONS: (SEE SHEET 2)
3. CONFIGURATIONS: "OX",'XO".
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 WOOD
ANCHOR CALCULATIONS.
6. PRODUCT APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE NOT
REQUIRED. THE IMPACT ROTARY LOCKS ARE INTENDED TO BE LEFT
UNLATCHED DURING NORMAL OPERATION OF THIS PRODUCT, BUT
MUST BE ENGAGED PRIOR TO EXPOSURE TO HURRICANE WINDS AND
FLYING DEBRIS.
7. ALL FRAMES AND VENTS FULLY WELDED. SMALL JOINT SEAM SEALANT
USED AT FIXED MEETING RAIL AND HEAD/SILL.
8. SERIES / MODEL DESIGNATION HS-8200.
9. THE DESIGNATION XAND O 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' LOCATED 4" FROM BOTH ENDS.
MAX. UNIT SIZE
DESIGN PRESSURE RATING
IMPACT -RATING
74" x 63"
+/- 50 PSF
LARGE MISSILE IMPACT
LUCKS
Turner
2017-08-30
17:09+20:00
WINDOW SYSTEM
1900 SW 44TH AVE.
OCALA, FLORIDA 34474
Www.cws.CC
8200 PVC
HORZ. SLIDER
IMPACT
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8/29/20I7
LUCAS A. TURNER, P.E.
FL PE # 58201
1239 JABARA AVE.
NORTH PORT, FL 34288
PH. 941-380-1574
GENERAL NOTES AND
ELEVATIONS
ADE
10/10/13
VG #:
REV.:
CWS-867
C
.ALE.
SHEET
1:15
1 OF 5
INTERIOR
�yxy�L.rr_v_�
SECTION D-D
ALTERNATE FIN FRAME
INTERIOR
SECTION B-B
NOTE: FIXED LITE AT HEAD
AND SILL IS SIMILAR.
HEAD IMPACT HOOK (TYP.)
MIDSPAN OF SASH
(ITEMS 35 8 36)
FIN FRAME ONLY:
JAMB IMPACT HOOKS
OR ROTARY LOCKS
LOCATED AT THIRD POINTS
HEAD IMPACT HOOK AND
JAMB IMPACT HOOK/ROTARY LOCK LOCATIONS
1:20
SECTION VIEW C-C
ALTERNATE JAMB ROTARY LOCKS
MAY BE SUBSTITUTED FOR JAMB IMPACT HOOKS
NOTE: ROTARY LOCKS ARE TO BE ENGAGED ONLY
DURING HURRICANE CONDITIONS.
718" OVERALL
1/8' ANNEALED or TEMPERED
7116' AIRSPACE
5/16' LAMI
118' ANNEALED
_E
M DUPONT PVB INTERLAYER
118" ANNEALED
I I �1 I 43 SIPURFECT
�E'H'
KAFLEX552
GLASS TYPE A
1:1
1/2" GLASS BITE
1900 SW 44TH AVE.
OCALA, FLORIDA 34474
www.CwS.CC
8200 PVC
HORZ. SLIDER
IMPACT
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8/29/2017
LUCAS A. TURNER, P.E.
FL PE # 58201
1239 JABARA AVE.
NORTH PORT, FL 34288
PH. 941-380-1574
SHEET DESCRIPTION
SECTION VIEWS AND
GLAZING DETAIL
AIDE 10/10/13
JG #: REV.:
CWS-867 C
ALE SHEET
1:2 2OF5
PARTS LIST
3 t/8"- CORNER CONSTRUCTION
3118"�
Ff--1112'
e 4 5 I 3
,,,��SSS����
18*
211/16' 39116' 1116' 2 111 s"
1/16 0
L CORNER WELD
I 1,. (ALL SIDES)
1:6
PVC FRAME FLANGE-6049 FIXED RAIL - 1836
PVC FRAME FIN-6048
1 15/16" 1 3116' t5
f�23l16' 9/16" 6
Ir I
6 I I 7 4 40
1 5/8' 1 5/8" f'Ir 1 518" 1 5/ 1
I LI L I 1/1s"
1/16" L 11 1116' L�f 1116' FIXED MEETING RAIL
SCREWED TOGETHER WITH
OUTERFRAME
PVC SASH MTG. RAIL-6050 PVC SASH SIDE RAIL-6051 PVC SASH TOP/BTM RAIL-6052 PVC FIXED RAIL COVER - 6063 1:8
5/8" 3r4'
3/16^
1' 1 15l1s' 1/16'
O vt6^
SASH MTG. RAIL-1497 SASH REINF. - 1699
6" 7/16" 1 1/4'
33 3/4'
311s"��
718• 34
1/16'
t/16'
PLAN VIEW-1577 FRAME IMPACT HOOK-1577 SBR/SSR- 1498 ROLLER TRACK- 1776
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6" I 15/16' PVCGLAZEBEAD-6064 GLAZEBEAD-1112
35
7I8" 1/p", j-1 1/8' 318'i f-1 5/16'-{
1116" fTi'f- j-�-l— I
.� 37
PLAN VIEW-tss9 HEAD IMPACT HOOK - 1999 38
1116' 1/16'
PVC SCREEN CATCH - 6013 PVC ANTI -LIFT - 6005
0 3116" {.
O 5116" 1 1/e
I I 1J 39
6' " 't�
S/8
T r 36 I 1/16"
518• PVC SCREEN SUPPORT - 6014
Tt tn6'
PLAN VIEW-2000 PANEL IMPACT CATCH - 2000 3/16'
3— 1 1 1 1/2-
UNLESS OTHERWISE NOTED. r 11
SCREW SUPPORT-3113
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WINDOW SYSTEMS LLL��/JJ
1900 SW 44TH AVE.
OCALA, FLORIDA 34474
WWW.CWS.CC
ITEM
PART #
DESCRIPTION
VENDOR
MATERIAL
1
H-1497
Reinf. Sash Meet. Rail
Keymark
Alum
2
H-1699
Reinf. S.B.R./S.S.R
Keymark
Alum
3
H-1836
Meet. Rail, Fxd.
Keymark
Alum
4
H�052
Sash ToplBot. Rail
Mikron
PVC
5
H-6048
Main Fr., SH, wl Fin., PVC
Mikron
PVC
8 PVC
HORZ. SLIDER
IMPACT
6
1 H-6050
lSash Meet. Rail, PVC
Mikron
PVC
7
H-6051
Sash Side Rail, PVC
Mikron
PVC
8
H-6049
Main Fr., SH, W/Fig., PVC
Mikron
PVC
9
P-3029
Screen Pull Tab
Summit
10
P-3033
Screen Spring, SS
Hurley
J
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11
P-3113
Screw Support, PVC
Team Plastic
Rubber
12
P-3218
Screen Frame
Allmetal
RollForm
13
P-3228
Screen Spline, .155 Dia., Blk.
Dapa
14
P-3321
Screen Frame Comer Key
Allmetal
Nylon
15
P-3342
Seam Sealer, SM-5504
Schnee
Silicone
16
P-3352
Set. Blk., 85 Dur., 1/8" x 5/8" x 2" Lg.
FrankLowe
Rubber
17
P-3429
Wstp., 0.270 x .187 back FinSeal, Gray
Ultrafab
18
P-3511
#8 x 5!8" SQUARE TEK 2 Znc
Fastenal
Steel
19
P�730
98 x 1/2" Truss PH TEK 2 Zinc
Fastenal
Steel
20
P-3752
Cap Plug, 1/2" Hole
M&M
Nylon
21
P-3783 or
P-5250
Spring Lock, Impact. PVC
Interlock
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8/29/2017
22
P-3804
Roller, Tandem
M&M
Nylon
23
P�051
#8 x 1 1/4 Ph FH TEK, Wht.
Fastenal
Steel
24
P 4069
Keeper, Impact, PVC
Interlock
25
P-0479
Weep Cover w/ Flap
M&M
Nylon
26
P 4638
#8 X 2 1/2 Ph Truss
SS SMS
AJBX
Steel
29
P-4959
Wstp., 0.420 x .187 back FinSeal, Gray
Ultrafab
31
S-1112
Reinforcement
Keymark
Alum
32
S-1498
Reinf. S.B.R./S.S.R,
Keymark
Alum
33
S-1577
Frame Hook, PVC Impact
Keymark
Alum
34
S-1776
Roller Track
Keymark
Alum
35
S-1999
Frame Hook, Head, Impact
Keymark
Alum
36
5-2000
Panel Catch, Head, Impact
Keymark
Alum
37
S-6005
Anti Lift
Mikron
PVC
38
S-6013
Scm. Adapt., w! Nib, PVC
Mikron
PVC
LUCAS A. TURNER, P.E.
FL PE # 58201
123JABARA AVE.
NORTH PORT, FL 34288
PH. 941-380-1574
39
S-6014
Scm. Adapt., PVC
Mikron
PVC
40
S 6063
Fixed Rail Cover
Mikron
PVC
41
5�064
Glazing Bead
Mikron
PVC
42
GLASS
SEE SHEET 2
CARDINAL
GLASS
43
Purfect Glaze "H", SikaFlex 552
Henkel / Sika
Silicone
SHEET DESCRIPTION:
BOM AND EXTRUSIONS
44
P-3539
#8 x 3/4" Square PH Tek, W ht.
Fastenal
Steel
45
P-4958
Rotary Lock
Interlock
46
P4633
B-32 x 1/2" Barrel Fastener
Interlock
DRAWN BY:
AIDE
DATE:
10/10/13
47
P-4952
Keeper, Rotary Lock
Intedock
LINE
USED: NOTE: ALL EXTRUSIONS
ARE ALUMINUM
6063-T6
DWG a:
CWS-867
REV.:
C
1 ITEMS NOT
SCALE
1:2
SHEET
3 OF 5
121/2- MAX. O.C. 1
6- MAX. (TYP.)-
6- MAX (TYPJ-
17" —
MAX. O.C.
(TYP.)
NOTES:
r'r
L
3' (TYP.)
f--3- (TYP.) SEE
I
1 I
I I
I O I
I I
I I
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all
ANCHORLAYOUT- (FLANGE)
NOTE 2
-�- INSTALLATION
ANCHOR (TYP.)
4" MAX (TYP.)—i i 1 8' MAX. O.C. (TYP.)
4" MAX
8'
MAX.
(TYP.)
ANCHOR LAYOUT - (FIN)
WINDOW SYSTEMS L
1900 SW 44TH AVE.
OCALA, FLORIDA 34474
IOTE2 WWW.CWS.CC
8200 PVC
INSTALLATION HORZ. SLIDER
ANCHOR (TYP.) IMPACT
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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
y
CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. WOOD SHIMS ARE NOT ALLOWED.
I-
8/29/2017
3. ANCHOR TYPE, SIZE, SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS, SEE TABLE 1, SHEET 5.
LUCAS A. TURNER, P.E.
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
FL PE # 58201
BE PROTECTED TO PREVENT REACTION.
1239 JABARA AVE.
NORTH PORT, FL 34288
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
PH. 941-380-1574
SPECIFIED IN TABLE 1, SHEET 5.
SHEET DESCRIPTION.
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.
ANCHOR SCHEDULE AND
INSTALLATIONS TO SOLID CONCRETE OR GROUT -FILLED CMU MAY INCLUDE BUT DO NOT REQUIRE 1X WOOD BUCKS BETWEEN THE PRODUCT AND SUBSTRATE.
NOTES
INSTALLATIONS TO HOLLOW CMU REQUIRE THE USE OF 1X BUCKS BETWEEN THE PRODUCT AND SUBSTRATE.
DRAWN BY:
DATE:
7. A MINIMUM CENTER -TO -CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS: 3" FOR MASONRY, 1" FOR WOOD AND METAL.
ADE
10/10/13
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.
DWG #:
REV.:
SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLE1, SHEET 5. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED.
CWS-867
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:
SCALE
SHEET
FMA/AAMA 100(FIN WINDOWS), FMA/AAMA 200(FLANGE WINDOWS), FMAIWDMA 250(BOX WINDOWS), FMA/AAMA/WDMA 300(EXTERIOR DOORS)
1:20
4 OF 5
MIN. EMBEDMENT
TYPICAL HEAD ANCHORAGE
SEE TABLE 1
SUBSTRATE
BY OTHERS
MIN. EDGE DIST.
1/4" MAX. SHIM
SEE TABLE 1
SUBSTRATE BY OTHERS
SEE TABLE I
SEE TABLE 1
MIN. EDGE DIST.
MIN. EMBEDMENT
SEE TABLE 1
PERIMETER SEALANT
SEE TABLE 1
BYINSTALLER
INSTALLATION ANCHOR
INSIDE AND OUT
SEE TABLE 1
SEALANT BEHIND
/
FLANGE BY INSTALLER
1/4' MAX SHIM
INSTALLATION
SEE TABLE 1
SEALANT BEHIND -
FLANGE BY INSTALLER
PERIMETER SEALANT —
BYNSTALLER
INSIDE AND OUT
SUBSTRATE BY OTHERS
SEE TABLE 1
114" MAX SHIM
MIN. EMBEDMENT
SEE TABLE 1
I -I MIN. EDGE DIST.
\ SEE TABLE 1
�A \ VERTICAL SECTION
5 TYPICAL SILL ANCHORAGE
PERIMETER SEALANT
BYNSTALLER
INSIDE AND OUT
SEALANT BEHIND
FLANGE BY INSTALLER
B HORIZONTAL SECTION
5 TYPICAL JAMB ANCHORAGE
TABLE 1: APPROVED INSTALLATION FASTENERS
FRAME TYPE
SUBSTRATE TYPE
ANCHORTYPE
MIN. EMBEDMENT
MIN. EDGE DIST.
FLANGE
CONCRETE (2.0 KSI MIN.)
3/16' ITW TAPCON
1-1/2"
1-118"
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
1-114"
2-112"
FLANGE
2XMIN. SOUTHERN PINE (G=0.55)
3/16" ITW TAPCON
OR ELCO ULTRACON
1 318"
7/8"
FLANGE
2XMIN. 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 KW IK-FLEX OR ITW
TEKS SELF -DRILLING SCREW
FULL THREAD
THRU 0.060"
7/16"
FLANGE -
118- ALUM. (6063-T5 MIN.) OR
1/8" STEEL (33-KSI MIN.),;'
00.GRADE 5 SELF -TAPPING /.
DRILLING SCREW _
, FULL THREAD -
_THRU.0.125"-
7/16". _
FIN
2XMIN. SOUTHERN PINE (G=0.55)
#8 WOOD SCREW
1-112"
1/2"
MW4SEALANTBEHIND
BSTRATE
1900 SW 44TH AVE.
S
OTHERS
TABLE 1
FLORIDA 34474
WWW
1E
CWS.CC
8200 PVC
HORZ. SLIDER
EMBEDMENT
IMPACT
EE TABLE
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IMETER SEALANT
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IDE AND OUT
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ALANT BEHIND
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HEAD AND SILL SIMILAR FOR FIN INSTALLATION
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� � t No 58201 •' p
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8/29,20 )7
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
5 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 1 1:
DATE:
AIDE
10/10/13
MIN. 1/4" FILLET OF CONSTRUCTION -GRADE ADHESIVE CAULK IS APPLIED
DWG #:
REV,:
INSIDE AND OUT, FULL PERIMETER, BY INSTALLER.
CWS-867
C
PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS
SHOWN FOR FLANGE WINDOWS.
SCALE
SHEET
1.2
5OF5