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FL # FL13010-R6 l5 i4U1�pV 4Jltl VI�1V
Application Type Revision
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
0
�%!j� G�2
%O
Product Manufacturer
Custom Window Systems Inc.
Address/Phone/Email
1900 SW 44th Avenue
Ocala, FL 34474
�0ontp
(352) 368-6922 Ext 245
kpine@cws.cc
G'�?j�,
E
Authorized Signature
Kevin Pine
kpine@cws.cc
Technical Representative ]ay Lathrop
Address/Phone/Email 1900 SW 44th Ave
Ocala, FL 34474
(352)368-6922 Ext291
jlathrop@cws.cc
Quality Assurance Representative
]ay Lathrop
Address/Phone/Email
1900 SW 44th Ave.
Ocala, FL 34474
(352)368-6922 Ext291
jlathrop@cws.cc
Category
Windows
Subcategory
Fixed
Compliance Method
Certification Mark or Listing
Certification Agency Keystone Certifications, Inc.
Validated By Steven M. Urich, PE
Oe Validation Checklist - Hardcopy Received
Referenced Standard and Year (of Standard) Standard
Year
AAMA/WDMA/CSA 101/I.S.2/A440-05
2005
AAMA/WDMA/CSA 101/I.S.2/A440-08
2008
a
ASTM E1886-05
2005
ASTM E1996-05
2005
PA TAS 201/202/203
1994
Equivalence of Product Standards
Certified By
_app_dtl.aspx?param=wGEVXQwtDgvQEb8FEH60Vrs5wFsWUkbaazonS2SDienp6kee9uGfEA%3d%3d 1/3
6/13/2018
i
i
Product Approval Method
Date Submitted
Date Validated
Date Pending FBC Approval
Date Approved
Summary of Products
Florida 13uilding Code Online
Method 1 Option A
05/30/2018
05/31/2018
06/10/2018
FL #
Model, Number or Name
Description
13010.1
PW-8150 PVC Fixed Window
PW-8150 PVC Fig/Fin Fixed Window
Limits of Use
Certification Agency Certificate
Approved for use in HVHZ: Yes
FL13010 R6 C CAC CAR 138-1357.pf
Approved for use outside HVHZ: Yes
FL13010 R6 C CAC CAR 138-1362.pdf
Impact Resistant: Yes
FL13010 R6 C CAC CAR 138-562.pdf
Design Pressure: N/A
Quality Assurance Contract Expiration Date
Other: PW-8150, 36" x 72" and 72" x 76" see installation
09/14/2019
detail for DPs. Large Missile Impact. In HVHZ may only be used
Installation Instructions
up to 30ft above grade. Glass complies to ASTM E1300-04.
FL13010 R6 II CWS-433D.W
Verified By: Lucas A. Turner 58201
Created by Independent Third Party: No
Evaluation Reports
FL13010 R6 AE EvalRep2rt433
-j&
Created by Independent Third Party: Yes
13010.2 PW-8150 PVC Fixed Window PW-8150 PVC Fig/Fin Fixed Window, Continuous Head & Sill.
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: Yes FL13010 R6 C CAC CAR 138-261e2.pd
Approved for use outside HVHZ: Yes FL13010 R6 C CAC CAR 138-705aZ=
Impact Resistant: Yes FL13010 R6 C CAC CAR 138-706e2.pdf
Design Pressure: +67.5/-67.5 Quality Assurance Contract Expiration Date
Other: Large Missile, Dp = +/- 67.5 psf, Max. size 74 1/8" x 08/12/2019
72". Outer lite must be safety glass above 30 ft. in HVHZ. Installation Instructions
Glass complies to ASTM E1300-04. FL13010 R6 II CWS-510C.pd
Verified By: Lucas A. Turner 58201
Created by Independent Third Party: No
Evaluation Reports
FL13010 R6 AE EvalRep2rt5 QC.pdf
Created by Independent Third Party: Yes
13010.3
PW-8300 PVC Fixed Window
PW-8300 PVC Fig/Fin Fixed Window, 120" x 48"
Limits of Use
Certification Agency Certificate
Approved for use in HVHZ: Yes
FL13010 R6 C CAC CAR 138-258e2.pdf
Approved for use outside HVHZ: Yes
FL13010 R6 C CAC CAR 138-481e2.pdf
Impact Resistant: Yes
FL13010 R6 C CAC CAR 138-482e2.pdf
Design Pressure: +70/-70
Quality Assurance Contract Expiration Date
Other: PW-8300, 120" x 48", DP = +/- 70 psf. Large Missile
04/09/2019
Impact. Glass complies to ASTM E1300-04.
Installation Instructions
FL13010 R6 II CWS-373C.pdf
Verified By: Lucas A. Turner, P.E. FL PE #58201
Created by Independent Third Party: No
Evaluation Reports
FL13010 R6 AE EvalReport373C.pdf
Created by Independent Third Party: Yes
13010.4 PW-8300 PVC Fixed Window PW-8300 PVC Fig/Fin Fixed Window, 120" x 48"
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: Yes FL13010 R6 C CAC CAR 138-1093.pdf
Approved for use outside HVHZ: Yes FL13010 R6 C CAC CAR 138-1320 e2.pd
Impact Resistant: Yes FL13010 R6 C CAC CAR 138-250.W
Design Pressure: +70/-70 FL13010 R6 C CAC CAR 138-274e2.W
Other: PW-8300, 120" x 48", DP = +/- 70 psf. Large Missile FL13010 R6 C CAC CAR 138-457.=
Impact. Glass complies to ASTM E1300-04. FL13010 R6 C CAC CAR 138-465.pdf
FL13010 R6 C CAC CAR 138-534.pjff
FL13010 R6 C CAC CAR 138-730e2.pdf
FL13010 R6 C CAC CAR 138-739e2.W
Quality Assurance Contract Expiration Date
03/16/2020
Installation Instructions
FL13010 R6 II CWS-159E.pdf
Verified By: Lucas A. Turner, P.E. FL PE #58201
Created by Independent Third Party: No
Evaluation Reports
FL13010 R6 AE EvalReport159E.pd
Created by Independent Third Party: Yes
liding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgvQEbBFEH6OVrs5wFsWUkbaazonS2SDienp6kee9uGfEA%3d%3d 2/3
6/13/2018
Florida Building Code Online
Back Next
Contact Us :: 2601 Blair Stone -Road, Tallahassee FL 32399 Phone: 850-487-1824
The State of Florida Is an AA/EEO employer. Cony fight 2007-2013 State of Florida.:: Privacy Statement :: Accessibi fty 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
mall to this entity. Instead, contact the office by phone or by traditional mall. 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:
0 11-M-AJ ® ECMrk
Cr.',edit U d
:Safe
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� - `1239 Jabara Ave.
URNER North PortFL 34288
ENGINEERING & Ph. 941-3 80-1574
TCONSULTING, INC. FBPE C.O.A. #29779
Evaluation Report 159E
September 7, 2017
Product Description: Series 8300 PVC Fixed Window, Large Missile Impact, 48" x 72" unit size DP55
or 72" x 76" unit size DP67.5 (DP65 outside HVHZ)
Manufacturer: Custom Window Systems, Inc. 1900 SW 44 h Ave, Ocala, FL 34474
Statement of Compliance: This report evaluates the above -listed product per the requirements of FAC
Product Approval Rule Chapter 61 G20-3.005 (4). This product complies with the requirements of the 6`h
Edition (2017) Florida Building Code including the HVHZ. The product testing. standards performed are
outlined below.
Technical Documentation:
1) This "report, prepared by Lucas A. Turner, P.E., at 1239 Jabara Ave., North Port, FL
2) Approval drawing CWS-159E, signed and sealed by Lucas A. Turner, P.E.
3) Test Reports NCTL-210-3954-01 and 4A, and NCTL-210-3955-01 and 4A, from National
Certified Testing Laboratories, Orlando, FL, with Testing Performed: AAMA/WDMA/CSA
101/I.S.2/A440-08, ASTM El886-05, ASTM E1996-05/09 and TAS 201, 202, 203 1994 (TAS
reports 3954-1A and 39554A signed and sealed by Gerard J. Ferrara, P.E.)
4) Supplemental Calculations to support CWS-159E, signed and sealed by Lucas A. Turner, P.E.
Installation: Units must be installed according to approval document CWS-159E.
Limitations of Use: This product:
• May be used in O configuration in sizes up to 48" x 72" unit size at design pressures of +/-55 psf,
or in sizes up to 72" x 76" unit size at design pressures of +/-67.5 psf in HVHZ or +/-65 psf
outside the HVHZ, with max. glass daylight sizes as shown in CWS-159E
• Is large missile impact resistant and does not require the use of shutters
• May be used in the High Velocity Hurricane Zone
• Requires outer lite in I.G. to be safety glass when used in HVHZ above 30 ft of grade
• Requires glazing as shown in CWS-159E, with Kuraray (Dupont) SentryGlas Interlayer per
Miami -Dade NOA 14-0916.11 t in DP65 or 67.5 units or Kuraray (Dupont )PVB Interlayer per
Miami -Dade NOA 16-11-17.02t in DP55 units
• Requires Quanex (Milffon) white rigid PVC framing per Miami -Dade NOA 17-0206.1 Ot
t I have evaluated the interlayer and framing materials in these Dupont and Quanex NOAs and find
that they comply with the requirements of the 6'" Ed. (2017) Florida Building Code for use in this
product.
Certification of Independence: I do not have, nor do I intend to acquire, nor will I acquire, a financial
interest in Custom Window Systems or in any company manufacturing or distributing products for which
this report is being issued. I do not have, nor do I intend to acquire, nor will I acquire, a financial interest
in any other entity involved in the testing or approval process of this product.
*IUR�E►�P �,�iji
�*.....,,
�ti4�Q �. "i3O E N
Lucas Turner
No 58201
2017-09-16
�` * 9/07/2017
07:24+20:00
;. STATE OF ;' Lucas A. Turner, P.E.
'�,�0,4, s FL PE #58201
PICTURE WINDOW - LARGE MISSILE IMPACT
49 1/4'
MAX. OVERALL FLANGE WIDTH
48"
MAX UNIT WIDTH
45 1/8'
GLASS DLO
A —�
731/4' I
MAX.
OVERALL
FLANGE B
I O
IT
69 1/8-
y GLASS
DLO
I
. I
I
A A.
TABLE OF CONTENTS
GENERAL NOTES & ELEVATIONS
.......I
ARCHITECTURAL SHAPES...................2
GLAZING DETAILS.................................3
SECTION VIEWS....................................4
EXTRUSIONS & B.O.M...........................5
ANCHOR SCHEDULE & NOTES .........
6-7
INSTALLATION DETAILS.......................8
GENERAL NOTES:
1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED
um�m"
TO COMPLY WITH THE FLORIDA BUILDING CODE (FBC), CURRENT
EDITION INCLUDING THE HIGH VELOCITY HURRINCANE ZONE (HVHZ)
1900 SW 44TH AVE.
1900 SA.4THFLORIDA E.
AND IS RATED FOR WIND ZONE 4 MISSILE LEVEL D IMPACT USE AS
OCAWWW
DEFINED IN ASTM E 1996 PER THE FBC.
CF34474
2. GLAZING OPTIONS: (SEE SHEET 3)
8300 PVC
3. CONFIGURATIONS: "O'. ARCHITECTURAL SHAPES INCLUDE, BUT ARE
PICTURE WINDOW
NOT LIMITED TO, THOSE SHOWN ON SHEET 2.
IMPACT
4. DESIGN PRESSURE RATING:
-NEGATIVE DESIGN LOADS BASED ON, TESTED PRESSURE AND
GLASS TABLES ASTM E-1300-04e01/O9.
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-POSITIVE DESIGN LOADS BASED ON, TESTED PRESSURE, WATER
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INFILTRATION TEST PRESSURE AND GLASS TABLES
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ASTM E-1300-04e01/09.
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5. ANCHORAGE: THE 331/3% STRESS INCREASE HAS NOT BEEN USED
z
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IN THE DESIGN OF THIS PRODUCT. SEE SHEET 8 FOR ANCHOR
O
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DETAILS. WINDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD
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ANCHOR CALCULATIONS.
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6. PRODUCT APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE NOT
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8. SERIES / MODEL DESIGNATION PW-8300.
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9. THE DESIGNATION XAND O STAND FOR THE FOLLOWING:
�i�uup
0 = FIXED SASH.
1 SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR
:,CAP`:SFT(.,pti�%
LOCATION.
: J�' m, s sr�n' t�nL
LucasTurner
2017-09-22
11:45-04:00
LOCATION
MAX. UNIT SIZE
I DESIGN PRESSURE. RATING
IMPACT RATING
ANY
48" X 72"
+/- 55 PSF
LARGE MISSILE IMPACT
NON-HVHZ,
+ -
72" x 76'
HVHZ
+/- 67.5 PSF
9/22/2017
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
AWN BY: DATE:
ADE 05/05/07
VG #: REV.:
CWS-159 E
ALE: SHEET
FULL CIRCLE
• 112 CIRCLE
I'
1/4 CIRCLE
FULL ELLIPSE ("OVAL")
OCTAGON
TRIANGLE
TOMBSTONE
TRAPEZOID
NOTES:
1. SEE SHEETS 6 & 7 FOR DETAILED ANCHOR INSTALLATION REQUIREMENTS.
2. THRU FRAME - MASONRY, WOOD OR METAL OPENING.
THRU FIN - WOOD OPENING.
3.OVERALL SIZE MUST NOT EXCEED THE MAX. WIDTH AND HEIGHT OF
RECTANGULAR WINDOWS ON SHEET 1.
4. ANCHOR SPACING FOR ARCHITECTUAL FLANGE AND FIN WINDOWS
MUST FOLLOW THE LAYOUTS SHOWN ON SHEETS 6 & 7, WITH ANCHOR
SPACING MEASURED ALONG THE LENGTH OF THE PRODUCT.
Dubm'
WINDOW SYSTEMS
1900 SW 44TH AVE.
OCALA, FLORIDA 34474
W W W.CW S.CC
8300 PVC
PICTURE WINDOW
IMPACT
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9/22/2017
LUCAS A. TURNER, P.E.
FL PE # 58201
1239 JABARA AVE.
NORTH PORT, FL 34288
PH. 941-380-1574
IEET DESCRIPTION:
RCHITECTURAL SHAPES
LAWN BY: DATE:
ADE 05/05/07
VG p: REV.:
CWS-159 E
ALE: SHEET
1" OVERALL
3/16' ANNEALED or TEMPERED
'
1/2' AIRSPACE
5/16" LAMINATED-
1/8' ANNEALED
.090 DUPONT PVB INTERLAYER
1/8' ANNEALED
' DURASEAL IG SPACER
IG SPACER
PURFECT GLAZE "H"
6
SIKAFLEX 552
QUANEX DURASEAL
IG SPACER
10
1/2' GLASS BITE
10
•17
7
�J�
�
GLASS TYPE A
SETTING BLOCKS PER FBC 2411.3.3.1
1" OVERALL
3/16" HEAT STRENGTH or TEMPERED
3/8" AIRSPACE
7/16" LAMI GLASS
3116" HEAT STRENGTH
.090 SENTRY GLASS IONOPLAST INTERLAYER
3/16" HEAT STRENGTH
PURFECT GLAZE "H"
SIKAFLEX 552
J 1/2" GLASS BITE
GLASS TYPE B
C
GLASS
MAXSIZE
TYPE
W x H
DP +/-55
A
48 X 72
DP +/-67.5
B
72 X 76
goffig
WINDOW SYSTEMS
1900 SW 44TH AVE.
OCALA, FLORIDA 34474
www.cws.cc
8300 PVC
PICTURE WINDOW
IMPACT
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-j: No 58201 t T
y9at STATE OF 1411u?
' 4 O R 10 P'j\a���
�4 iS�ONA
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9/22/2017
LUCAS A. TURNER, P.E.
FL PE # 58201
1239 JABARA AVE.
NORTH PORT, FL 34288
PH.941-380-1574
MEET DESCRIPTION:
GLAZING DETAILS
)RAWN BY: DATE:
ADE 05/05/07
)WG#: REV.:
CWS-159 E
'GALE: SHEET
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�O y 2 9'� THIS DRAWING IS THE SOLE
N �O: i o 0.
�{ = z• o o• o PROPERTY OF CUSTOM WINDOW
N 1 ` 7� * m,A:
o" a D: m z; rt5 a SYSTEMS, INC. ANY
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'�,�G'�••.• PERMISSION OF CUSTOM WINDOW
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ai
C
PARTS LIST
ITEM
PART #
DESCRIPTION
VENDOR
MATERIAL
1
H-6006B
FRAME, PW, MAIN, HEAD
MIKRON
PVC
2
H-6006B
FRAME, PW, MAIN, SILL
MIKRON
PVC
3
H-6006B
FRAME, PW, MAIN, L. JAMB
MIKRON
PVC
4
H-6006B
FRAME, PW, MAIN, R. JAMB
MIKRON
PVC
5
H-6006A
FRAME, PW, MAIN, FIN
MIKRON
PVC
6
P-3113
SCREW SUPPORT FOR PVC
TEAM PLASTIC
RUBBER
7
P-3352
SET. BLK., 85 DUR., 1/8" x 5/8" x 2" LG.
FRANK LOWE
RUBBER
8
PURFECT GLAZE "H", SIKAFLEX 552
HENKEL / SIKA
SILICONE
9
P-3752
CAP PLUG, 1/2" HOLE
M&M
SILICONE
S-6064
GLZ. BE., FXD. (1" O.A. I.G.)
MIKRON
PVC
GLASS
SEE SHEET 3
3 1/8°
Li
21/18°
PVC FRAME FLANGE - H-6006B
114"
1/16°
7/8' 10
PVC GLAZEBEAD - S-6064
2
PVC FRAME FIN - H-6006A
1� 3"
SCREW SUPPORT - P-3113
2AME CORNER CONSTRUCTION�//77((��v9�j///�J)
WINDOW SYSTEMS
1900 SW 44TH AVE.
OCALA, FLORIDA 34474
W W W.CW S.Cc
CORNER WELD (ALL SIDES) 8300 PVC
SCALE 1:8 PICTURE WINDOW
IMPACT
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46
No 58201 :?1:
�90� STATE OF
9/22/2017
LUCAS A. TURNER, P.E.
FL PE # 58201
1239 JABARA AVE.
NORTH PORT, FL 34288
PH. 941-380-1574
IEET DESCRIPTION:
EXTRUSIONS & B.O.M.
AWNBY: DATE:
ADE 05/05/07
VG #: REV.:
CWS-159 E
ALE: SHEET
14' MAX.
6' MAX
6' MAX i
1,
M
(1
ANCHOR LAYOUT - (FLANGE)
DP +/- 55 PSF
4" MAX. i
TE2
4' MAX
8'
MAXI
(TYP.
INSTALLATION
ANCHOR (TYP.)
0
ANCHOR LAYOUT - (FIN)
OP +/- 55 PSF
cmg®m
WINDOW SYSTEMS
E 2 1900 SW 44TH AVE.
OCALA, FLORIDA 34474
W W W.CWS.CC
8300 PVC
PICTURE WINDOW
INSTALLATION IMPACT
ANCHOR (TYP.)
NOTES:
1. INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION. ANCHOR SPACING APPLIES TO ALL SHAPES (SEE SHEET 2) ALONG ALL FRAME EDGES. SILL ANCHOR SPACING SAME AS HEAD.
2. 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.
3. ANCHOR TYPE, SIZE, SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS, SEE TABLE 1, SHEET 8.
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 8.
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 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: 3" 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 8. 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:
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9/22/2017
LUCAS A. TURNER, P.E.
FL PE # 58201
1239 JABARA AVE.
NORTH PORT, FL 34288
PH. 941-380-1574
iEET DESCRIPTION:
ANCHOR SCHEDULE &
NOTES
iAWNBY: DATE:
ADE 05/05/07
NG #: REV.:
CWS-159 E
6' MAX.
6' MAX.
7 5/8"
MAXI
(TYP.
4' MAX.
2 4' MAX.
INSTALLATION
ANCHOR (TYP.)
ANCHOR LAYOUT - (FIN)
DP +/- 65 PSF
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WINDOW SYSTEMS
1900 SW 44TH AVE.
OCALA, FLORIDA 34474
WWw.CWS.Cc
8300 PVC
PICTURE WINDOW
IMPACT
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NOTES:
1. INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION. ANCHOR SPACING APPLIES TO ALL SHAPES (SEE SHEET 2) ALONG ALL FRAME EDGES. SILL ANCHOR SPACING SAME AS HEAD.
2. ' LS 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.
3. ANCHOR TYPE, SIZE, SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS, SEE TABLE 1, SHEET 8.
9/22/2017
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 l
#BARA
BE PROTECTED TO PREVENT REACTION.
1239 JA A AVE.A
5. INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURERS INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM
NORTH PORT, FL 34288
PH. 941-380-1574
SPECIFIED IN TABLE 1, SHEET 8.
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 8
INSTALLATIONS TO SOLID CONCRETE OR GROUT -FILLED CMU MAY INCLUDE BUT DO NOT REQURE 1X WOOD BUCKS BETWEEN THE PRODUCT AND SUBSTRATE.
INSTALLATIONS TO HOLLOW CMU REQUIRE THE USE OF 1X BUCKS BETWEEN THE PRODUCT AND SUBSTRATE.
NOTES
7. A MINIMUM CENTER -TO -CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS: 3" FOR MASONRY, 1" FOR WOOD AND METAL.
DRAWN BY:
DATE:
ADE
05/05/07
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 u:
REV,:
SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLEI, SHEET 8. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED.
CWS-159
E
9. SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS:
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SCALE:
-,3n
SHEET
_-..�-..—.._
SUBSTRATE BY OTHERS--,,
SEE TABLE 1
PERIMETER SEALANT
BYINSTALLER
INSIDE AND OUT
SEALANT BEHIND
FLANGE BY INSTALLER
INSTALLATION ANCHOR
SEE TABLE 1
TYPICAL HEAD ANCHORAGE
MIN. EDGE DIST.
SEE TABLE 1
MIN. EMBEDMENT
SEE TABLE 1
1/4" MAX. SHIM
MIN. EMBEDMENT
SEE TABLE I SUBSTRATE
BY OTHERS
1/4' MAX. SHIM SEE TABjILE 1
MIN. EDGE DIST.
SEE TABLE 1
INSTALLATION ANCHOR
SEE TABLE 1
PERIMETER SEALANT
BY INSTALLER
INSIDE AND OUT
SEALANT BEHIND
Fl ANGE BY INSTALLE
B 1 HORIZONTAL SECTION
8 TYPICAL JAMB ANCHORAGE
1/4' MAX. SHIM
SEALANT BEHIND
FLANGE BY INSTALLER
0
PERIMETER SEALANT
MIN. EMBEDMENT
BY INSTALLER
INSIDE AND OUT
SEE TABLE 1
SUBSTRATE BY OTHERSlo
SEE TABLE 1
MIN. EDGE DIST.
SEE TABLE 1
SEALANT UNDER SCREW
� VERTICAL SECTION .
HPan My INSTALLER
8 TYPICAL SILL ANCHORAGE
TABLE 1: APPROVED INSTALLATION FASTENERS .
LANGE
CONCRETE (2.0 KSI MIN.)
FLANGE —
FLANGE
CONCRETE (2.85 KSI MIN.)
FLANGE
GROUT -FILLED CMU (ASTM C-90)
FLANGE
2XMIN. SOUTHERN PINE (G=0.55)
FLANGE
12XMIN. SOUTHERN PINE (G=0.55)
FLANGE
16 GAUGE (0.060") MIN. STEEL ST
(33 KSI YIELD MIN)
11/8'
FLANGE
1/8" ALUM.. (6063-T5 MIN.) OR
STEEL (33 KSI MIN.)
i" ELCO ULTRACON
1"
1"
i" ELCO ULTRACON
1-1/4"
2-1/2'
i" ITW TAPCON
1-3/8"
7/8"
ELCO ULTRACON
WOOD SCREW
1-3/8"
7/8"
-16 HLTI KW IK-FLEX OR ITW
FULL THREAD
:S SELF -DRILLING SCREW
THRU 0.060"
7/16"
GRADE 5 SELF -TAPPING /
FULL THREAD
LUNG SCREW
I THRU 0.125"
7/16'
asINDOWggpx.r�m SYSTEMS
MIN. EDGE DIST.
SEE TABLE 1
SUBSTRATE
BY OTHERS
SEE TABLE 1
1900 SW 44TH AVE.
OCALA, FLORIDA 34474
1/4" MAX. SHIM
WWW.CWS.CC
O�
S ETABLE DMENT
8300 PVC
PICTURE WINDOW
IMPACT
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: No 58201xx
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1 9/22/2017
LUCAS A. TURNER, P.E.
FL PE # 58201
>PERIMETER
1239 JABARA AVE.
SEALANT---
EALANT
BY INSTALLER
NORTH PORT, FL 34288
INSIDE AND OUT
PH. 941-380-1674
HORIZONTAL SECTION
SHEET DESCRIPTION:
B BOX FRAME INSTALLATION
HEAD AND SILL SIMILAR FOR BOX INSTALLATION
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:
ADE
05/05/07
MIN. 1/4" FILLET OF CONSTRUCTION -GRADE ADHESIVE CAULK IS APPLIED
DWG #:
REV.:
INSIDE AND OUT, FULL PERIMETER, BY INSTALLER.
CWS-159
E
PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS
SCALE:
SHEET
SHOWN FOR FLANGE WINDOWS. —
4
____�_