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Product A-pmvat Menu,>Product or Application Search>Application List>Appli ti ail I�
' FL# FL17793-R2
¢ Application Type Affirmation
Code Version 2017
Application Status Approved
Comments I'
Archived
I
Product Manufacturer Custom Window Systems Inc."!
i Address/Phone/Email 1900 SW 44th Avenue i
Ocala,FL 34474 I ;'
(352)368-.6922 Ext 245 I;
i kpine@cws.cc I
� � l
Authorized Signature Kevin Pine ' +
kpine@cws.cc
Technical Representative Erin Koss
Address/Phone/Email 1900 SW 44th Ave.
Ocala,FL 34474
(352)368-6922 Ext 291 I
ekoss@cws.cc
I,I
Quality Assurance Representative Jay Lathrop
Address/Phone/Email 1900 SW 44th Ave!
Ocala,FL 34474 I
(352)368-6922 Ext 291
jlathrop@cws.cc
Category WindowsDM.,kd1'r1'
SubcategoryHorizontal SCompliance Method e I Ica Ion Listing I'.'
f` I
Certification Agency Keystone Certifications,Inc.
Validated By Steven M.Urich,PE
Validation Checklist-HaMcopy Received
Referenced Standard and Year(of Standard) Standard I"I i, Year
AAMA/WDMA/CSA 101/I.S.2/A440 I 2008
ASTM E1300 I 2004
ASTM E1886 i I i 2005
ASTM E1996 i. 2009
Equivalence of Product Standards I i
Certified By
I i I
�I
Ii I
I affirm that there are no'ctianges in the new Florida Building
Code which affect my producE(s)and my product(s)are in
compliance with the new Florida Buildii g Code.
Documentation from approved Evaluation or Validation Entity -
Yes -..N A
I ! I
i
lid
G
i
EL17a3__R_2 COC 6thEdFBC-F1_17793.pdf
Product Approval Method Method 1 Option A
Date Submitted 09/14/2017
Date Validated 09/14/2017
Date Pending FBC Approval
Date Approved 09/21/2017
Summary 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 R2 C CAC CAR 138-1347.
Approved for use outside HVHZ:Yes FL17793 R2 C CAC CAR 138=555
Impact Resistant:Yes Quality Assurance-Contract Expiration Date
Design Pressure:+50/-50 03/30/2019
Other:Max.size 74"x 63".WIND ZONE 3.Glass complies to Installation Instructions
ASTM E1300-04. FL17793_R2 II, CWS-1071...(HS=6200_XO).pdf
Verified By:Lucas A.Turner PE-58201
Created by Independent Third Party:Yes
Evaluation Reports
FL17793 R2 AE EvalRep CWS_1071„(HS 6200 XO)_ .0f
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__R2.C CAC CAR 138 1343.pdf
Approved for use outside HVHZ:Yes FL17793R2 C CAC CAR 138-1344.pdf
Impact Resistant:Yes FL17793 R2 C CAC CAR 138-1345.pdf
Design Pressure:N/A FL17793.R2 C CAC CAR 138 1346.odf
Other:Max.size 111”x 63".XOX 1/3-1/3-1/3 and FL17793__R2 C CAC CAR 138=1376.pdf
1/4-1/2-1/4.See installation detail for DPs.WIND ZONE 3. FL17793..._R2_C CAC_CAR 138=551.pdf
Glass complies to ASTM E1300-04. FL17793 R2 C CAC_CAR 138_552 pdf
FL17793_R_2_C CAC CAR.138-553.p
FL17793 R2 C CAC CAR 138 554.Ddf
FL17793._R2. CAC CAR 138_564.Ddf
Quality Assurance Contract Expiration Date
03/30/2019
Installation Instructions
FL17793 R2 II CWS-1072A(HS-6200 XOX).Ddf
Verified By: Lucas A.Turner PE-58201
Created by Independent Third Party:Yes
Evaluation Reports
FL17793 R2 AE EvalRep CWS-1072A(HS-6200 XOX).pdf
Created by Independent Third Party:Yes
r
17793.3 HS-6200 Impact Vinyl Horizontal HS-6200 Vinyl Horizontal Slider XX,Impact
Slider XX
Lim. of Use Certification Agency Certificate
Approved for use in HVHZ:No FL17793 R2 C CAC CAR,138-1337. df
Approved for use outside HVHZ:Yes FL17793.._R2.._C._CAC CAR 138-1338.12.0f
Impact Resistant:Yes FL17793_R2 C CAC CAR]38=547.Ddf
Design Pressure:N/A FL17793 R2 C CAC CAR 138-548.pdf
Other:Max.size 74"x 63".See installation detail for DPs. Quality Assurance Contract Expiration Date
WIND ZONE 3.Glass complies to ASTM E1300-04. 03/30/2019
Installation Instructions
FL17793 R2 II CWS-1070(HS-6200 XX).odf '
Verified By: Lucas A.Turner PE-58201
Created by Independent Third Party:Yes
Evaluation Reports
FL17793 R2 AE EvalRep CWS-1070(HS-6200 XX).pdf
Created by Independent Third Party:Yes
Back N_1 '
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.
f
GENERAL NOTES:
HORIZONTAL SLIDER - LARGE MISSILE IMPACT 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUI
TO COMPLY WITH THE FLORIDA BUILDING CODE(FBC),C
EDITION AND IS RATED FOR MISSILE LEVEL D IMPACT U
ZONE 3 AREAS AS DEFINED IN ASTM E 1996 PER THE FB
THIS PRODUCT MAY NOT BE USED IN THE HIGH VELOCIT
I HURRICANE ZONE HVHZ OR IN ASTM E 1996 WIND ZONE
75 1/4" FLANGE WIDTH 2.GLAZING OPTIONS:(SEE SHEET 2)
74"MAX.UNIT WIDTH 3.CONFIGURATIONS:"OX"OR"XO".
MAX SASH WIDTH 4.DESIGN PRESSURE RATING:
- ------ - - — ------ -- ----
_ LOADS
BASED ON TESTED PRESS
GLASS TABLES ASTM E3
GLASSDLO -POSITIVE DESIGN LOADS BASED ON,TESTED PRESSU
INFILTRATION TEST PRESSURE AND GLASS TABLES
ASTM E-1300-04.
-- - ---- — - - - --- --—----- ----- ------
_ 5.ANCHORAGE:THE 33 1/3%STRESS INCREASE HAS NOT
I 64 1/4" I IN THE DESIGN OF THIS PRODUCT.SEE SHEET 5 FOR AN
FLANGE DETAILS. WINDLOAD DURATION FACTOR Cd=1.6 WAS US
HEIGHT
- ----------- -- -------- - ----- —WOO
-- -_'- - CHO ...ONS_- -------- ----
63" B j B 6.PRODUCT APPROVED FOR IMPACT RESISTANCE. SHUTT
MAX
NOT REQUIRED.
UNIT B
HEIGHT ( 5 7.ALL FRAMES AND VENTS FULLY WELDED.
C
5 8.SERIES/MODEL DESIGNATION HS-6200.
I
5 7 X O I 5 9.THE DESIGNATION X AND O STAND FOR THE FOLLOWING
MAX X=OPERABLE SASH,O=FIXED SASH
SASH
HEIGHT 10.SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A
LOCATION.
11.EXTERNAL WEEP SLOT=5/16"x 2-1/8"LOCATED 4-1/2"
1
GLASS S I BOTH ENDS.
DLO
C Lucas A.
2015-06-
-- — - - - — 16:33-04:
C 5 A
TABLE OF CONTENTS MAX. UNIT DESIGN PRESSURE
GENERAL NOTES&ELEVATIONS.....1 RATING IMPACT RATING
SECTION VIEWS&GLAZING..............2
EXTRUSIONS&B.O.M.........................3 J;;741" y3" +/- 50 PSF LARGE MISSILE IMPACT
ANCHOR SCHEDULE&NOTES..........4
INSTALLATION DETAIL.......................5
INTERIORWINDOW SYSTEMS
1900 SW 44TH AVE.
18 23 11 26 3 2T I13 4� T
T
www. FLORIDA
FLORIDA 34474
W W W.
0 o I
6200 PVC
HORIZ. SLIDER
❑ = IMPACT
a
U o0 11 r 14 ❑
I� D 35 28 LLJ
1--
-201
n 2412 ❑ LL000 I I I O
L
U ED
}
2 4 9 19 31 5 34 33 6 ;u 1 •u 23 I W
/ I ❑ D D SECTION VIEW B-B
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RE
INTERIOR 7/8"OVERALL .� `� • GEN
�T- — -T-I I 1/8"ANNEALED ►.� No 58201
P (® q
III /I r1 ,
7/16"AIRSPACE
II ufrz
5/16"LAMINATED �9:, STATE OF :•;C1:
71 II � 36 21 I 1/8"ANNEALED ���0T�.;��O R 1 O P•:���:
1 q .090" DUPONT PVB INTERLAYER fOA,�?0�,
(®> JII 32 1/8" ANNEALED
200UJIr-1
SIKAFLEX 552 OR Zz
1 \36 PURFECT GLAZE"H" 6/8/2015
� 29 U
LUCAS A.TURNER,P.E.
��❑ 5/8" GLASS BITE FL PE#58201
1239 JABARA AVE.
NORTH PORT,FL 34288
p 0 p 0
PH.941-380-1574
O O SHEET DESCRIPTION:
SECTION VIEWS AND
GLAZING DETAIL
SECTION VIEW A-A
DRAWN BY: DATE:
EMK 05/27/15
SECTION VIEW C-C I
ALTERNATE FIN FRAME DWG#: REV.:
OT SHOWN FOR CLARITY: GLASS TYPE A CWS-1071
12,15-1 C&21 1:1 SCALE:. SHEET
1:2 2OF5
I
I
PARTS LIST
ITEM PART DESCRIPTION MATERIAL VENDOR 41/8"
-{ CORNER CONST
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 1 1/2"
4 H-6140 SASH TOP/BTM/SIDE RAIL PVC ATN a -
I 5 H-6140 SASH INTERLOCK RAIL,EXT.PANEL PVC ATN 4 5 7/16"
6 P-3028 SETTING BLOCK,1/8"x 7/8"x 2" FRANK LOWE 1/16"4 1/8" 1 15/16" 39
7 P-3029 SCREEN LIFT TABS STEEL SUMMIT 1116 1" CORNERI
8 P-3033 SCREEN SPRINGS STEEL FLA SCREEN FF-7
O I 1/16" ALL SIC
j 9 P-3218 SCREEN FRAME ALUM FLA SCREEN
10 P-3228 SCREEN SPLINE DAPA ° PVC COVER-P-5400
11 P-3305 WISP.,0.187"x 0.270"SOFT FIN AMESBURY - 1" PVC TOP/BTM RAIL-H-6140
12 P-3511 #8-18 x 0.625"SO PH TEK#2 POINT ZP STEEL FASTENAL
8 P-3033 SCREEN SPRINGS STEEL FLA SCREEN FF-7
---------- �- - 13- P-3783-IMPACT-SASH LOCK - ------ ----INTERLOCK
14 P-3784 KEEPER INTERLOCK PVC MAIN FRAME-H-6127
15 P-4146 #8-18 x 0.750"FH PH#2 POINT TEK ZP STEEL FASTENAL
- - -- - - -- _ _'- - - -
- - - - - - 16_ _P_4754_SCREEN-CORNER-KEY - - - - NYLON=_FLA SCREENL
17 P-5450 JUMBO WEEP COVER ASSY' NYLON ASHLAND
f 18 P-5421 0.625"HOLE PLUG NYLON HEYCO 1/16"
_ 19 P-5423 #8-18 x 0.500"PN PH TEK#2 POINT ZP STEEL FASTENAL 20 P-5428 ROLLER ASSY AMESBURY-- _15/.16'= - 1_, 1-3,16'__ U l5L1+6 _-
21 P-5429 EXTERIOR TRACK FILLER INSERT PVC TEAM PLASTICS D D 3
22 P-5430 FIXED PANEL LOCK BRACKET NYLON M&M
23 P-5436 JAMB BUMPER RUBBER MINOR RUBBER
24 P-5451 T BLOCK NYLON PVC INTERLOCK RAIL-H-6135 PVC DRAW RAIL-6139 INTERLOCK-S-2029 PVC GLAZING BE
25 P-5448 #8 x 1.50"PN PH#2 POINT TEK ZP STEEL FASTENAL
26 S-2004 REINF,SIDE RAIL ALUM ASCEND 1 1/16"
7 11 5/16" 1 5/16" 1 5116"
27 S-2005 REINF.,MEETING RAIL,INT.PANEL ALUM ASCEND �I
28 S-2029 INTERLOCK ADAPTOR ALUM ASCEND I}
29 S-2030 ROLLER TRACK ALUM ASCEND70311 �32
1 5/16" 1 i/16" 1 1/16" 27 1 1/I76"
31 S-2043 REINF,MEETING RAIL,EXT.PANEL ALUM KEYMARK 1
32 S-2044 REINF,TOP/BOTTOM RAIL ALUM ASCEND I L1/16" 1 1 .093"
33 S-6141 0.875"GLAZING BEAD PVC ATN 1/
34 GLASS SEE SHEET 2 REINF.-S-2043 REINF.-S-2044 REINF.-S-2005 REINF.-S-2004
35 DOW CORNING 1199 SILICONE _
36 PURFECT GLAZE"H",SIKAFLEX552 SILICONE HENKEL/SIKA 516 -,s/16 3/s" -{ �25/16"�
fTl I 37
LINE ITEMS NOT USED: 1/16" 2s 30 7/8" _2
30 J—
i
ROLLER TRACK-S-2030 EXT.REINF.-S-2011
4"
- I 0
-1 9/16"
O O OO
7/8" 22 L
L
1 16dJ , 114" 19/_
o
FIXED PANEL LOCK BRACKET
P-5430 FIXED PANEL"T"BLOCK
P-5451
7 NOTE:ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED.
WNDOW SYSTEMS
1900 SW 44TH AVE.
8"MAX O.C.(TYP.) OCALA,FLORIDA 34474
W W W.CWS.CC
4" (TYP) 4" MAX.(TYP.)
6" MAX.(T6P.) -{ SEE NOTE 2 -I 4" THRU FRAME ANCHOR(TYP.)
6"MAX.(TYP.) f-�-,4.' (TYP.) 4"MAX.(TYP.) I 6`200 PVC
SEE NOTE 2 HORIZ. SLIDER
INSTALLATION IMPACT
' ANCHOR(TYP.)
1 g INSTALLATION
MAX.O.C. ANCHOR(TYP.)
(TY
M i~
MAX.O.C.
(TYP.) Q
o
z
I
O
w
i la cc
crU)
U)
a
1 j 0
ANCHOR LAYOUT-(FLANGE) ANCHOR LAYOUT-(FIN) j I (z
[NOTE THRU-FRAME ANCHORS�a MTG RAIL] ftlj
��OENg.•.QV
:7a S
O. STATE OF
O R 1 Cj�=��,
.L ONE ANCHOR AT EACH INSTALLATION LOCATION.SILL ANCHOR SPACING SAME AS HEAD. �'4 S70 ..... %
IS 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 '����� �
,
'RUCTED OF HIGH DENSITY PLASTIC OR BETTER.WOOD SHIMS ARE NOT ALLOWED.
)R TYPE,SIZE,SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS,SEE TABLE 1,SHEET 5. 1 6/8/2015
3TALLATION 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 FL PE#5PE#58220101 P.E.
)TECTED TO PREVENT REACTION. 1239 JABARA AVE.
LATION 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 NORTH PORT,FL 34288
IED IN TABLE 1,SHEET 5.
PH.941-380-1574
SHEET DESCRIPTION:
IR 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
LATIONS INTO SOLID CONCRETE OR GROUT-FILLED CMU MAY INCLUDE BUT DO NOT REQUIRE 1X WOOD BUCKS BETWEEN THE PRODUCT AND SUBSTRATE.
LATIONS INTO HOLLOW CMU REQUIRE THE USE OF 1X WOOD BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. NOTES
AUM CENTER-TO-CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS:3-9/16"FOR MASONRY,1"FOR WOOD AND METAL. DRAWN BY: DATE:EMK 1 05/27/15
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 x: IREV.:
SATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET,SHEET 5. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED.
CWS-1 071
G AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: SCALE: SHEET
(AMA 1.00(FIN WINDOWS),FMA/AAMA 200(FLANGE WINDOWS),.FMA/WDMA 250(BOX WINDOWS),FMA/AAMA/WDMA 300(EXTERIOR DOORS) 1:20 4 OF 5
i
MIN.EMBEDMENT
^-� SEE TABLE 1 BY OTHERS SUBSTRATE
TYPICAL HEAD ANCHORAGE \ SEE TABLE 1
I 1 1/4" MAX.SHIM MIN.EDGE DIST. SUBSTRA
�-
MIN.EDGE DIST.\ SEE TABLE 1 BY OTHEF
i SEE TABLE 1 � SEE TABL
I � 1/4" MAX.SHIM
i
SUBSTRATE BY OTHERS I oo I MIN.EDGE DIST.
iSEE TABLE 1 ` I SEE TABLE 1
MIN.EMBEDMENT INSTALLATION ANCHOR o0
PERIMETER SEALANT SEE TABLE 1 SEE TABLE 1
BYINSTALLER
y INSIDE AND OUT 0 MIN.EMBI
SEALANT BEHIND SEE TABL
FLANGE BY INSTALLER 1/4"MAX.SHIM
PEIMETEf
-
°� a PER A
PERIMETER SEALANT NSRDE ANC
BY I STALLE_R vea
-INSIDE- -AND OUT INSTAL- - -- - - - - -
LAT
3r SEALANT BEHIND SEE TABLE
z FLANGE BY INSTALLERSEALANT E
INSTALLATION ANCHOR FIN BY INS-
-- -%�SEE'TABLE-1 >y -K-B`--HORIZONTAL-SECTION -�1-HORIZONTAL SECTION_
rM \5 TYPICAL JAMB ANCHORAGE = TrICAL N ANCHORAGE
HEAD ANDISILL SIMILAR FOR FIN INSTi
NOTE:ADDITIONAL THRU-FRAME ANC
(AS SHOWN IN DET.A/5)REQ'D AT MT
SEE SHEET 4 ANCHOR LAYOUT.
SEALANT BEHIND 1/4" MAX.SHIM
FLANGE BY INSTALLER 0
0
PERIMETER SEALANT MIN.EMBEDMENT
BY INSTALLER SEE TABLE 1
INS DE AND OUT
i
SUBSTRATE BY OTHERS L MIN.EDGE DIST.
SEE TABLE 1 ^ SEE TABLE 1
SEALANT UNDER SCREW----/ CA �. VERTICAL SECTION
HEAD BY INSTALLER 5 TYPICAL SILL ANCHORAGE oo
_ TABLE I: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.) 3116"ITW TAPCON 1" 2" PERIMETER SEALANT
FLANGE CONCRETE(2.85 KSI MIN.) 3/16"ELCO ULTRACON 1' 1" BY INSTALLER
INSIDE AND OUT ! D HORIZONTAL SECTION
FLANGE GROUT-FILLED CMU(ASTM C-90) 3/16"ELCO ULTRACON 1-3/4" 2-1/2" BOX FRAME INSTALLATION
3116"ITW TAPCON SIMILAR FOR HEAD AND SILL FOR BOX INSTAL
FLANGE 2X MIN.SOUTHERN PINE(G=0.55) OR ELCO ULTRACON 1 318 7,8
FLANGE 2X MIN.SOUTHERN PINE(G=0.55) #10 WOOD SCREW 1-3/8" 7/8" FLANGE REMOVAL NOTE:PARTIALLY OR FULLY REMOVING THE FLAN
16 GAUGE(0.060")MIN.STEEL STUD #10-16 HILTI KW IK-FLEX OR ITW FULL THREAD UP TO AND INCLUDING A BOX-FRAME APPLICATION IS ACCEPTABLE F
FLANGE
(33 KSI YIELD MIN) TEKS SELF-DRILLING SCREW THRU 0.060" 7/16"
-MIN.1/4"FILLET OF CONSTRUCTION-GRADE ADHESIVE CAULK IS E
1/8"ALUM.(6063-T5 MIN.)OR #10 GRADE 5 SELF-TAPPING! FULL THREAD INSIDE AND OUT,FULL PERIMETER,BY INSTALLER.
FLANGE 7/16"
1/8"STEEL(33 KSI MIN.) - IPiC�SCREW THRU 0.12m PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENT;
FIN 12XMIN.SOUTHERN PINE(G=0.55) #10 WOOD SCREW""'"' " 1=1/2 1/2" ? SHOWN FOR FLANGE WiNDOWS.
i
Florida Building Code Online https://www.floridabuild' g.org/pr/pr_app_dtl.aspx?param=WGE...
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BCLS Home Log In User Registration Hot Topks Submit Surcharge I�Stats&Facts Publications FBC Staff BCIS Sit
�. iNAR
v
b,
Product Approval
!�
* r USER:Public User
�' 1
Product Approv-al Menu>Pmdu_ct�r Application Search>Application Ust>Application Detatl,
I I
x=
NIT, FL#" F1-17792;' 3 u
Application Type Irmation I;
Code Version 2017
Application Status iApproved,
, fl II
Comments 11,'
Archived
EProduct Manufacturer ICustom'Window Systems Inc.
Address/Phone/Email 11900 SWi44th Avenue
Ocala, FL�34474
1(352) 36y8-6922 Ext 245
kpine@cwsxc 1'
I I
Authorized Signature Kevin Pine
kpine@ews.cc j
Technical Representative (Erin Koss!
Address/Phone/Email 11900 SW,44th Ave.
Ocala, FL134474
(352) 36,8-6922 Ext 291
I ek ' �I osS@ewS.cc,,1
h Ili i,
Quality Assurance Representative )ay Lathrop i
I'
Address/Phone/Email 11900 SW 144th Ave.
Ocala, FLj34474
(352) 368-6922 Ext 291
jlathrop@cws.cc
I '
V
I Category ,--- Windows,j
Subcategory C Double Hung
I ''I
Compliance Method CertificaI Ion Mark or Listing
1,,,
Certification Agency Keystone!Certificavons, Inc.
11 Ili A
Validated By Steven M: Uric H', PE
Validation Checklist- Hardcopy Receive
1 +{
Referenced Standard and Year(of Standard) Standard I
HAMA/W6MA/CSA 101/I.S.2/A440
I of 3 1, : 2/7/2018, 1:19 PM
11 -4
Florida Building Code Online https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGE...
1
ASTM E1300
ASTM E1886
ASTM E1996
Equivalence of Product Standards
Certified By
I affirm that there are no changes in the
Building Code which affect my product(s)
are in compliance with the new Florida Bui
Documentation from approved Evaluation or Validation Entity Yes No N/A
FL17792 R3 COC 6thEdFBC-FL17792.pdf
Product Approval Method Method 1 Option A
Date Submitted 09/06/2017
Date Validated 09/06/2017
Date Pending FBC Approval
Date Approved 09/11/2017
su Products
# Model, Number or Name Description
- --- -...__...................._...................................................-..................._....................................................._...._........._
17792.1 DH-6500 Impact Vinyl Double Hung DH-6500 Vinyl Double Hung, Impact
-- ---......._._....
.....-----------..................
Limi f Use 'Certification Agency Certificate
pproved for use in HVHZ: No FL17792 R3 C CAC CAR 138-1335.pdf
Approved for use outside HVHZ:Yes FL17792 R3 C CAC CAR 138-1355.pdf
Impact Resistant:Yes FL17792 R3 C CAC CAR 138-545.pdf
Design Pressure: N/A FL17792 R3 C CAC CAR 138-560.pdf
Other: See installation detail for max. sizes and DP. WIND Quality Assurance Contract Expiratio
ZONE 3. Glass complies to ASTM E1300-04. 05/06/2019
Installation Instructions
FL17792 R3 II CWS-1069B (DH-6500,
Verified By: Lucas A.Turner PE-58201
Created by Independent Third Party: Ye:
Evaluation Reports
FL17792 R3 AE EvalRen CWS 10696 (I
Created by Independent Third Party: Ye:
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 Statement::Accessibility Statement
Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-record
electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.
Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter455,F.S.must provide the Departme
they have one.The emails provided may be used for official communication with the licensee.However email addresses are public reco
supply a personal address,please provide the Department with an email address which can be made available to the public.To determine
Chapter 455,F.S.,please click here.
Product Approval Accepts:
2 of 3 2/7/2018, 1:19 PM
vp
GENERAL NOTES:
DOUBLE HUNG - LARGE MISSILE IMPACT 1.THE____-T5HOWNHEREINISDESIGNEDAND-MANUFACTURED 1 TO COMPLY WITH THE FLORIDA BUILDING CODE(FBC},CURRENT WINDOW SYSTEMS
EDITION AND IS RATED FOR MISSILE LEVEL D IMPACT USE IN WIND 1900 SW 44TH AVE.
- ZONE 3 AREAS AS DEFINED IN ASTM E 1996 PER THE FBC. OCALA,FLORIDA 34474
WWW.CWS.CC
THIS PRODUCT MAY NOT BE USED IN THE HIGH VELOCITY
HURRICANE ZONE(HVHZ)OR IN ASTM E 1996 WIND ZONE 4 AREAS.
- 54 3/6" 49 1f4" -�j
FLANGE WIDTH FLANGE WIDTH 2.GLAZING OPTIONS:(SEE SHEET 2) 6500 PVC
531/6° 46" DOUBLE HUNG
MAX UNIT WIDTH MAX.UNIT WIDTH 3.CONFIGURATIONS:"X/X".
4-015LI-C 43-!V-15! IMPACT
MAX.UPPER SASH WIDTH MAX.UPPER SASH WIDTH 4.DESIGN PRESSURE RATING:
46 t 4° 41 t/8" -NEGATIVE DESIGN LOADS BASED ON,TESTED PRESSURE AND
GLASS TABLES ASTM E-1300-04. r2 t2
GLASS DLO GLASS DLO m n w
POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE,WATER Cl o H-
A I INFILTRATION TEST PRESSURE AND GLASS TABLES rn cB
ASTM E-1300-04. o o ❑
Y Y
I -- -- -- --, 5.ANCHORAGE:THE 33 1/3%STRESS INCREASE HAS NOT BEEN USED w w m
-- -I- I IN THE DESIGN OF THIS PRODUCT.SEE SHEET 5 FOR ANCHOR
DETAILS. WINDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR
3515/16" —I WOOD ANCHOR CALCULATIONS. Q O
MAX. 3._1_5i 16 ( ¢ rn
UPPER X 33 3/8" MAX ( 6.PRODUCT APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE o Z >
GE SASH GLASS DLO UPPER X 31 318" NOT REQUIRED. rn O Ir
HT HEIGHT B 1 B SASH GLASS DLO N ? H
73 1/4 HEIGHTALL FRAMES AND VENTS FULLY WELDED.SMALL JOINT SEAM x LL a
„F FLANGE j
SEALANT USED AT FIXED MEETING RAIL AND JAMB. v z U
1 HEIGHT Cl ¢ CO
76" i I 8.SERIES/MODEL DESIGNATION DH-6500. ¢ p
MAX !' 72"
UNIT rD
MAX 9.THE DESIGNATION X AND O STAND FOR THE FOLLOWING: O
UNIT
HEIGHT I HEIGHT X=OPERABLE SASH Z
who Iubrq�
�/ j 10.SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR ������p1DREW T�i�++
3615/16"16^ i X MA4M x 31 3/8" LOCATION. ��%Q`?.��G E Ng�
OWER LOWER GLASS DL J• ;�
SASH 33 318" SASH 1 11.EXTERNAL WEEP SLOT=1/2 x 2-1/2"LOCATED 5"FROM BOTH No 58201
HEIGHT , I GLASS DLO HEIGHT ENDS.
STATE OF 14fI.
Lucas A.Turner p" �u
2015-12-01 ++',�F• <O R 1 p'��`�:��
5 A I 16-54-05:00
GI DLO GLASS DLO
49 15/16" 4413116"
MAX.LOWER SASH WIDTH MAX.LOWER SASH WIDTH --_ 12/l/2015
- -- - - - - -- -- -- -- - -- - - - - - - -= ---- -- - - - - - - -- — -- - - - -- -
-___LUCAS .---- -
FL PE#58201
1239 JABARA AVE.
- ----------------- ----- -- - --- ---- -- ---- -- --- - ------ ------
-- - - - - -
---------------------_---- ---------- - -- - ------ --------- - - —- --------�_.,.—-------- -----------NOR .-._-- --
- �---_=-----_ --=-----
PH.941-380-1574
SHEET DESCRIPTION:
GENERAL NOTES AND
ELEVATIONS
,BLE OF CONTENTS MAX. UNIT DESIGN PRESSURE DRAWN TY DATE:
IMPACT RATING
EMK 05/26/15
\L NOTES&ELEVATIONS.....1 DWG#: REV.:
V VIEWS&GLAZING..............2 53-1./8"_x 76"_ --. _ +J-._45__P__S.E -- --- -CWS=1069 - B- - -
IONS&B.O.M.........................3 - --LARGE MISSILE-IMPACT
1 SCHEDULE&NOTES,..._.....4., 48" 77_2"72" +I- 5O PSF SCALE: SHEET
ATION DETAILS.....................5 1:20 1 OF 5
o
i
v
2 24 s 28 19 28
an
o
Jul -- --
o o �
4 eeeSJ a � Q000
4 rZ)4 O \
In
33 D :1----04
34 2 8' 3 \D8 19 4
SECTION VIEW B-B
3
1 11
16
� 24
5 11
1 9
27 f -------29
12 1124 36 1 7/8'OVERALL
LJ 1/8"ANNEALED
7/16"AIRSPACE
5116" LAMINATED
1/8'ANNEALED
-090" DUPONT PVB INTE
34
7 1!8` ANNEALED
31
---024 36 SIKAFLEX 552 OR
15 21 PURFECT GLAZE"H"
14 ❑ �1Ii
518"GLASS BITE
13
3 — — -- p
°o 0
SECTION VIEW A-A
ALTERNATE FIN FRAME
GLASS TYPE A
1:1
PARTS LIST FRAME CORNER
4RT# DESCRIPTION _-- _ __ MATERIAL VENDOR 41/8" _ 41/s� -{ CONSTRUCTION � � -
-6121 HEAD,OUTERFRAME PVC ATN
-6122 JAMBS,OUTERFRAME PVC ATN 1900 SW
H A SYSTEMS
-6123 SILL,OUTERFRAME PVC ATN OCA A, L 44TH AVE.
❑ a � OCALA,FLORIDA 34474
-6130 TOP RAIL,UPPER SASH PVC ATN 2 WWW.CWS.CC
-6131 BOTTOM RAIL,UPPER SASH PVC ATN u
-6132 SASH SIDE RAIL,UPPER SASH PVC ATN b -1/16"
0° 1/16"
6133 BOTTOM RAIL,LOWER SASH PVC ATN 41/16" 41/8" 0 6500 PVC
8134 SASH SIDE RAIL,LOWER SASH PVC ATN 1116" p� CORNER WELD
(ALL.,IDES) DOUBLE HUNG
8135 TOP RAIL,LOWER SASH PVC ATN U
3028 SETTING BLOCK RUBBER FRANK LOWE Q
o '.8 IMPACT
3515 #8 x 5/8 PHIL FLAT WHITE SMS STEEL FASTENAL
4146 #8 X 314 PHIL FLAT TEK. STEEL FASTENAL 1 rz ZZ Llj
r
5420 WEEP COVER NYLON M&M
5085 WSTP,.355 X333BULB VINYL AMESBURY PVC FRAME HEAD PVC FRAME JAMB rn m
5086 WSTP,.300 X 187BULB VINYL AMESBURY H-6121 H-6122 0 0 0
3783 LOCKS INTERLOCK }
3784 KEEPERS INTERLOCK w w m
4 3/16" z
5424 WSTP.,.500 X1.5"ADHESIVE BACK STRIP ULTRAFAB � Z
5392 SASH TILT LATCH NYLON CALDWELL < O
5396 PIVOT BAR SS CALDWELL3 0 ¢ Cn
5412 JAMB JACK STEEL MERCHANTS �— o z w
2118" 17!16' U) O
3305 WSTP.,.270 X 187 ULTRAFAB �If1I ,--II Z F
2001 INTERLOCK RAIL ALUM ASCEND ❑I .IL1 1/16• a 5 x ,L
2003 REINF,BOT RAIL,UPPER SASH ALUM I ASCEND 3718. �]L❑I 1 7/16' 1116" 1 1/2" w U
2004 REINF,SIDE RAIL,LOWER SASH ALUM ASCEND p�L� 1/16" o m w
2005 REINF,TOP RAIL,LOWER SASH,&SIDE RAIL LOWER SAS ALUM ASCEND p I ¢ J 0
2006 REINF,SASH TOP AND SIDE RAIL,UPPER SASH ALUM ASCEND ° m ¢ O
2010 REINF,BOTTOM RAIL,LOWER SASH ALUM ASCEND PVC TOP RAIL UPPER PVC BOT RAIL UPPER Z.
2027 REINF,SIDE RAIL,UPPER SASH ALUM ASCEND H-6130 H-6131 0% OREt1/ "ti
3141 GLAZING BEAD PVC ATN ��`� PN...••..,
3142 SASH STOP PVC FRAME SILL .GpS.��cENS ..Q,�.,
BALANCERS-CONSTANT FORCE RT CALDWELLH-6123
No 58201 :;-
-P
HOTMELT SILICONE TRUSEAL _ =
ASS SEE SHEET
1425 WSTP,.200 X 5/8"X 5!8"DUST PLUG ULTRAFAB 1J
1218 SCREEN FRAME ALUM FLA SCREEN - 1 7!16"�
T--
9 1�,9Q�•..FTATE OP 4u
1754 SCREEN CORNER KEY NYLON FLA SCREEN 7 8 , �O R IV••'�N
7�— . ••.....
1228 SCREEN
DAPA
1029-SCREEN=SIF-TS-E -- - - - _ - - - SUMMLT--=t-7%t s"- �- 6 t_1536'_ - -__t_t5/t6_ - t t5/-is"-- - -- 1/ts= _ ,�I��UotNA,10, ' --
1033 SCREEN SPRINGS FLA SCREEN 1/16" 1/16" 1/16" - - -- -
L 12/1/2015
- - - -- - LUCAS-K.
--- ---
PVC H-6132-'P
- -- -- - ------- ---_ ---_:'-- .- - -- --PVC-BTM RAIL LOWER' _ _ P-VC SSR LOWER__ __ PVC TOP_.RAIC LOWER_ _
� LUCAS A.
H-6133 H-6134 H-6135 FL PE#58201
1239 JABARA AVE.
J- -- -- ------- - --- ' 288
,5(76, NORTH POR 3
----------- ------'-_---�-- - PH-941-380-1574
3/4°-�--I 1 3/16'-{ (•1 5116" �1 5116"-i 1 3/16"�� �13116" -
25 9'16" I 27 T i. I i s 9116" r I 9/16" 31 SHEET DESCRIPTION:
13/LI 062" 11/16" 8 11/16" 30 � 32 15/16"
1111- 093" .062" �� �1 _1�_i " BOM AND EXTRUSIONS
INTERLOCK REINFORCEMENT REINFORCEMENT L—•093" —•062" 062 .093"
DRAWN BY: DATE:
S-2001 REINFORCEMENT REINFORCEMENT REINFORCEMENT REINFORCEMENT
S 2003 S-2004 S-2005S-2006 S-2027 S-2010 EMK 05/26/15
DWG S:
CWS-1069 e
AS NOT t�SED: _ • SCALE: SHEET
NOTE-.-ALL EXTRUSIONS ARE ALUM.6063-T6 UNLESS OTHERWISE NOTED. 1:2 3 OF 5
y
6"MAX.(TYP.) F--MIDPOINT 4' MAX.(TYP.) 8"MAX(TYP.)
6" MAX.(TYP.)— SEE NOTE 2 4- MAX.(TYP') SEE NOTE 2
14 1/2'
X 8-MAX.(TYP.) X
MAX O.C.
(TYP.)
MiG RAIL "I� MTG RAIL
4• (TYP.) 4'THRU FRAME)
X (TYP.) X
INSTALLATION
ANCHORS(TYP.)
4 INSTALLATION
ANCHORS(TYP.)
AN T- ANCHOR LAYOUT-(FIN)
[NO SI IRED] [NOTE THRU FRAME ANCHORS]
NOTES:
1.INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION.
2.SHIM AS REQ AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX.ALLOWABLE SHIM STACK TO BE 114". USE SHIMS WHERE SPACE GREATER THAN 1/16"IS PRESENT. LOAD BEARING SHIMS
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 WOO[
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 THI
SPECIFIED IN TABLE 1,SHEET 5.
6.ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO. FOR CONCRETEICMU 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 THE SUBSTRATE.
INSTALLATIONS INTO HOLLOW CMU REQURE 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 STRUCT(
SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET,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/AAMA/WDMA 300(EXTERIOR DOORS)
c
r/
MIN.EMBEDMENT1- SUBSTRATE _ 0=om�
TYPICAL HEAD ANCHORAGE SEL TABLE 1 BY OTHERS WINDOW SYSTEMS MAX.SHIM SEE TABLE 1
MIN.EDGE DIST. MIN.EDGE DIST. SUBSTRATE 1900 SW 44TH AVE.
SEE TABLE 1 BY OTHERS
SEE TABLE 1 i � SEE TABLE 1 OCALA,FLORIDA 34474
1/4" MAX.SHIM WWW.CWS.CC
ATE BY OTHERS MIN.EDGE DIST.
SLE 1 I SEE TABLE 1
MIN.EMBEDMENT � �
TER SEALANT SEE TABLE 1 INSTALLATION ANCHOR 650 PVC'
ALLER SEE TABLE I DOUBLE HUNG
WD OUT 0 B MIN.EMBEDMENT
T BEHIND EQ SEE TABLE 1 IMPACT
BYINSTALLER �❑
D I 2 �
Qoo D PERIMETER SEALANT I o H
(� BY INSTALLER I 85 m Q
PERIMETER SEALANT L1.000 o o
BY INSTALLER INSIDE AND OUT
INSIDE AND OUT I INSTALLATION ANCHO }
ATION ANCHOR D S
SEALANT BEHIND EE TABLE 1 w w m
LE 1 FLANGE BY INSTALLER SEALANT BEHIND U)
FIN BY INSTALLER J Z
l� HORIZONTAL SECTION HORIZONTAL SECTION i a O
5 TYPICAL JAMB ANCHORAGE TYPICAL FIN ANCHORAGE W
HEAD AND SILL SIMILAR FOR FIN INSTALLATIO o UJZ W
�— cnIr
CONTINUOUS DBL 1/4"BEAD OF SEALANT NOTE:ADDITIONAL THRU-FRAME ANCHORS ^ Or
/ r AROUND PERIMETER Qa ALL INDICATED (AS SHOWN IN DET.B/5)REQ'D AT MTG RAIL I x
POINTS BETWEEN FRAME AND SUBSTRATE a ?
/ BY INSTALLER SEE SHEET 4 ANCHOR LAYOUT. o Wcn
❑ / � ' o w
/ a o
BEHIND r-1/4"MAX.SHIM ' ,\LLLL/t111111, Z
3Y INSTALLER G� ,,��\•PNOREIV rV�G
LER OQ`;.��GENS�.,Q2i
R SEALANT t No 58201
ID OUT O
TE BY OTHERS -
E1 x-53 STATE OF VERTICAL SECTION O 4(I
5 TYPICAL SILL ANCHORAGE T••.� O R
NO SILL ANCHORS REQUIRED ��� •....... O,•'
O❑ ",is/ONAI
- - – --TABLE-(:-APPROVED INSTALLATION_FASTENERS- �- _
12/l/2015
2o
UCSA.TUR
NER, - -
P.E:
YPE SUBSTRATE TYPE - ANCHOR TYPE MIN.EMBEDMENT MIN.EDGE DIST. FL-PE-#-58201
CONCRETE(2.0 KSI MIN.) 3/16"TIW TAPCON 1-1/2" 1-1/8" 1239 JABARA AVE.
PERIMETER SEALANT
- HOLLOW OR"GROUT-FILLED CMU(117 PCF'MIN:)-3/16"`ITW TAPCON-�- �- -`-i"'= -- --2"---- - -BYINSTALL-ER------- -- NORTH PORT,FL 34288
INSIDE AND OUT PH.941-380 1574
CONCRETE(2.85 KSI MIN.) 3/16"ELCO ULTRACON 1" 1" p HORIZONTAL SECTION
SHEET DESCRIPTION:
GROUT-FILLED CMU(ASTM C-90) 3/16"ELCO ULTRACON 1-3/4" 2-1/2" 5 BOX FRAME INSTALLATION
2X MIN.SOUTHERN PINE(G=0.55) 3/16"ITV✓TAPCON 1 3/8" 7/8" SIMILAR FOR HEAD AND SILL FOR BOX INSTALLATION INSTALLATION DETAILS
OR ELCO ULTRACON
2X MIN.SOUTHERN PINE(G=0.55) #10 WOOD SCREW 1-3/8" 7/8" FLANGE REMOVAL NOTE:PARTIALLY OR FULLY REMOVING THE FLANGE, DRAWN BY: DATE:
16 GAUGE(0.060")MIN.STEEL STUD #10-16 HILT]KWIK-FLEX OR I1W FULL THREAD UP TO AND INCLUDING A BOX-FRAME APPLICATION IS ACCEPTABLE PROVIDED: EMK 05/26/15
(33 KSI YIELD MIN) TEKS SELF-DRILLING SCREW tTHRU 0.060" 7/16 DWG#: REV.:
-MIN.1/4"FILLET OF CONSTRUCTION-GRADE ADHESIVE CAULK IS APPLIED
1/8"ALUM.(6063-T5 MIN.)OR #10 GRADE 5 SELF-TAPPING/ FULL THREAD 7/16„ INSIDE AND OUT,FULL PERIMETER,BY INSTALLER. CWS-1069 B
_ . 1/8"STEEL(33 KSI MIN.). DRILL( CREW. - THRU 0.125 PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS SCALE: SHEET
2XMIN.SOUTHERN PINE(G=0.55) Q#10 WOOD SCREW 1-1/2" ' 1/2" SHOWN FOR FLANGE WINDOWS. 1:2 5 OF 5