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FL.#
FL15814-R5
Application Type
Revision
Code Version
2020
Application Status
Approved
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 Windows
Subcategory Horizontal Slider
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida
Professional Engineer
Evaluation Report - Hardcopy Received
Florida Engineer or Architect Name who developed the Lucas A. Turner
Evaluation Report
Florida License
PE-58201
Quality Assurance Entity
Keystone Certifications, Inc.
Quality Assurance Contract Expiration Date
07/21/2028
Validated By
Steven M. Urich, PE
Validation Checklist - Hardcopy Received
Certificate of Independence FL15814 R5 COI EvalReport774D.pdf
Referenced Standard and Year (of Standard) Standard Year
AAMA/ W DMA/CSA/101/I. S.2/A440 2008
ASTM E1886-13a 2013
ASTM E1996 2017
PA TAS 201/202/203 1994
Equivalence of Product Standards
Certified By Florida Licensed Professional Engineer or Architect
FL15814 R5 Equiv 3200 Equiyalency pdf
Sections from the Code
Product Approval Method Method 1 Option D
Date Submitted
08/27/2020
Date Validated
08/30/2020
Date Pending FBC Approval
09/18/2020
Date Approved
12/15/2020
summary of Products
FL #
ModelI Number or Name
Description
15814.1
HS-3200
HS-3200, Aluminum Horizontal Slider, Impact.
Limits of Use
Installation Instructions
Approved for use in HVHZ: Yes
FL15814 R5 II CWS-774D.pdf
Approved for use outside HVHZ: Yes
Verified By: Lucas A, Turner 58201
Impact Resistant: Yes
Created by Independent Third Party: Yes
Design Pressure: N/A
Evaluation Reports
Other: Large Missile Impact, see installation drawings for DP
FL15814 R5 AE EvalReport774D.pdf
and sizes. Glass complies with ASTM E1300.
Created by Independent Third Party: Yes
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:
MMME912
Credit Card
Safe
URNER
ENGINEERING &
CONSULTING. INC.
2428 Old Natchez Trace Trail
Camden, TN 38320
Ph. 941-380-1574
FBPE C.O.A. #29779
Evaluation Report 774D
August 18, 2020
Product Description: Series 3200 (formerly 7700) Aluminum Horizontal Slider Window, LM Impact,
max. unit sizes of 74" x 64" DP60 XO or OX, and 112" x 64" DP50 XOX 1/4-1/2-1/4
Manufacturer: Custom Window Systems, Inc. 1900 SW 441h 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 7th
Edition (2020) Florida Building Code including the High Velocity Hurricane Zone. The product testing
standards performed are outlined below.
Technical Documentation:
1) This report, prepared by Lucas A. Turner, PE, at 2428 Old Natchez Trc Trl, Camden, TN
2) Approval drawing CWS-774D, signed and sealed by Lucas A. Turner, P.E.
3) Test Reports NCTL-210-3817-1, -lA, -2, and -2A, and NCTL-210-4000-06, -6A, -07, and -7A,
from National Certified Testing Laboratories, Orlando, FL signed and sealed by Gerard J.
Ferrara, P.E., and test reports CWS-004-02-05 and CWS-005-02-03 from PRI Construction
Materials Technologies, Tampa, FL signed and sealed by Zachary Priest, with testing performed:
TAS 201/202/203 94, AAMA/WDMA/CSA 101/I.S.2/A440-08, ASTM E 1886-02/04/05, and
ASTM E 1996-02/04/06/09
4) Supplemental Calcs. to support CWS-774D, signed and sealed by Lucas A. Turner, P.E.
Installation: Units must be installed according to approval document CWS-774D.
Limitations of Use: This product:
• May be used up to sizes indicated in CWS-774D, with glass types, design pressures, and max.
glass daylight sizes as shown in CWS-774D
• Is Large Missile Impact Resistant and does not require the use of shutters
• May be used in the High Velocity Hurricane Zone
• I.G. glass with annealed outboard lite may not be used above 30 It from grade in HVHZ
• Requires Kuraray Butacite PVB Interlayer per Miami -Dade NOA 19-0305.02'
• Requires 6063-T6 aluminum extrusions per CWS-774D
t I have evaluated the material in this NOA and find that it complies with the requirements of the 7`h
Edition (2020) 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.
�Ny�p A tt1Z.
Lucas Turner Na 58201
2020.08.21 * _ 08/18/2020
10:17:57 1W� Lucas A. Turner P.E.
-05'00' 0 -6 STATE OF FL PE #58201
P.
l�11i11ii
65 114"
FLANGE
6!
FI
H'
--751/4" FLANGE WIDTH--
---74" UNITWIDTH
13/16" SASH WIDTH A
331/16" 331/16" -i
- GLASS DLO GLASS DLO I
HORIZONTAL SLIDER - IMPACT
281/16" E
64" B 57 1l16" 58 7W I B
UN
IT GLASS GLASS
HEGHT DLO I DLO
X O 60 9/16"
SASH
I HEIGHT
A
OX or OX
6E
FI
H
—db 1/2" FLANGE WIDTH
aSH WIDTH
851/4" UNIT WIDTH
D
235116"
251/2"
I
1/4"
GLASS
GLASS
ANGE
DLO
DLO
IGHT
- -
64"
E
571/16"
GLASS
I
587/8"
GLASS
I
I
I
E
UNIT
DLO
DLO
HEIGHT
X
0
x
60 9/
SAS]
p
a
HEIG
113 1/4" FLANGE WIDTH
112" UNIT WIDTH -
--28 1116" SASH WIDTH A
1/4"
23 5/16"
-
52 1/4" -
B
ANGE
TIGHT
GLASS
DLO
GLASS DLO
r
7
64"
UNIT
HEGHT
57 1/16"
GLASS
DLO
58
GLASS
DLO
718"
I
6091
)(
Q
)(�
SASI
HEIG
114-1/2-114
TABLE OF CONTENTS
GENERAL NOTES & ELEVATIONS _1
GLAZING DETAILS.................................2
SECTION VIEWS, .......... 3-4
EXTRUSIONS & BOM .............................5
ANCHOR SCHEDULE & NOTES........._6
INSTALLATION DETAILS.......................7
65 1/4"
FLANGE
HEIGHT
6M1" C
UNIT
16"
1
HT
1l3-1/3-113 D ®�
—55 3/4" FLANGE WIDTH
—541/2" UNIT WIDTH
--7-2111116"
SASH
WIDTH
23 5/16"1 ( 23 5/16"
GLASS GLASS
DLO DLO
GENERAL NOTES:
1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND
WINDOW
SYSTEMS
MANUFACTURED TO COMPLY WITH THE FLORIDA
BUILDING CODE (FBC), CURRENT EDITION INCLUDING THE
190o SW 44TH AVE.
HIGH VELOCITY HURRICANE ZONE (HVHZ) AND IS RATED
OCALA, FLORIDA 34474
WWW.CWS.CC
FOR WIND ZONE 4 MISSILE LEVEL D IMPACT USE AS
DEFINED IN ASTM E 1996 PER THE FBC.
2. GLAZING DETAILS: (SEE SHEET 2)
3200 ALUM.
HORZ. SLIDERIMPACT
3. CONFIGURATIONS: "OX", "XO", "XOX"
4. DESIGN PRESSURES:
-NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE
¢
Z a
AND GLASS TABLES ASTM E-1300-04e01/09.
Z o
O)WO
-POSITIVE DESIGN LOADS BASED ON TESTED PRESSURE,
z
w uj o ¢ O
WATER INFILTRATION TEST PRESSURE, AND GLASS
w
Z O Z x = I_
TABLES ASTM E-1300-04e01/09,
0
F 0w z��
5. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT
o
0 � 0 a � I- nw.
BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE
o
Z - = Z Z � m
SHEET 7 FOR INSTALLATION DETAIL. WIND LOAD
6
Z
¢
O Z O ui Z 0-
~ - M O I'- Z
DURATION FACTOR Cd=1.6 WAS USED FOR WOOD
Y
w O
¢3:Ow-=O-
HT ANCHOR CALCULATIONS.
<
mg } I._ v t Z vi
W
U)0w
6. PRODUCTS APPROVED FOR IMPACT RESISTANCE.
(If
LL U)w
� w O -r V) F
SHUTTERS ARE NOT REQUIRED.
a0
w H 0 w 0 >
w�
7. ALL FRAMES AND VENTS ARE SCREWED TOGETHER,
a
w
, D- w 2' a
SMALL JOINT SEALANT USED AT ALL FRAME JOINTS.
8. SERIES / MODEL DESIGNATION HS-3200 (A.K.A. HS-7700)
A71��777j�'
9. THE DESIGNATION X AND O STAND FOR THE FOLLOWING:
X = OPERABLE SASH, O = FIXED SASH
10. SECTION CALLOUTS APPLY TO ALL CONFIGURATIONS.
=�
N$8•�01 u
11. WEEP SLOTS = 1/4" x 1" LOCATED 6" FROM BOTH ENDS.
0
>STA7EOF
i
�i
t4s �OIIA�' .i
Lucas Turner
2020.08.21
571/16" 58 7/8"
10:22:15
GLASS GLASS
8/18/2020
DLO DLO
-05,00,
60 9/16"
LUCAS A. TURNER, P.E.
X 0 SASH
HEIGHT
FL PE # 58201
2428 Old Natchez Trc Td
— - -
Camden, TN 38320
CI XO
PH. 941-380-1574
SHEET DESCRIPTION:
MAX
SURE
DESIGRAT
CONFIG.
ENIT
NG
IMPACT RATING
XO w/SIDE LATCH
54-1/2" x 64"
+/- 50 PSF
LARGE MISSILE IMPACT
XO
74" x 64"
+/- 60 PSF
XOX 1/3 1/3 1/3
85-1/4" x 64"
50 PSF
XOX 1/4 1 /2 1/4
1 112" x 64"
GENERAL NOTES AND
ELEVATIONS
DRAWN BY:
DATE:
ADE
06/01/12
DWG#:
REV.:
CWS-774
D
SCALE:
SHEET
1:20
1 OF 7
5/16" OVERALL
- 118" ANNEALED
-.090 DUPONT PVB INTERLAYER
-1/8" ANNEALED
LEX 552 or
ECT GLAZE "H"
GLASS TYPE A - SASH
BITE
718" OVERALL
118" ANNEALED
7/16" AIRSPACE
5/16" LAMINATED
1/8" ANNEALED
.090 DUPONT PVB INTERLAYER
1/8" ANNEALED
QUANEX DURASEAL or,
CARDINAL XL EDGE or,
KODISPACE 4SG TPS
I.G. SPACER
t� SIKAFLEX 552 or
I PURFECT GLAZE "H"
3/4" GLASS BITE
GLASS TYPE C - SASH
5/16" OVERALL 7/16" OVERALL �"""' gom
WINDOW SYSTEMS ���%�%�
—1/8" ANNEALED - 3/16" ANNEALED 1900 SW 44TH AVE.
OCALA, FLORIDA 34474
090 DUPONT PVB INTERLAYER .105 DUPONT PVB INTERLAYER WWW.CWS.CC
—1/8" ANNEALED 3/16" ANNEALED
SIKAFLEX 552 or 15
SIKAFLEX 552 or 3200 ALUM.
15 PURFECT GLAZE "H" PURFECT GLAZE "H" HORZ. SLIDER
{ IMPACT
314" GLASS BITE 3/4" GLASS BITE ¢ Z � ¢ z �
�1 30 I- 0w0 wwpo
Z WJ0
13.. w Z0Z o �z�
LLo aw�z0w3:E
Z z=�¢Q�wp0
O OF-OF'drZai
C jZr2
} Q�pw-mOz
GLASS TYPE A - FIXED XO GLASS TYPE B - FIXED XOX w F } 0 O
w OLLU WU)0 JrgW
D
00 wr0 Q. a:
a I- (L O W N
a
718" OVERALL
7/8" OVERALL
118" ANNEALED
3l16" ANNEALED
J1111111/11op$A.T 1j1/��''
7/16" AIRSPACE
1/4" AIRSPACE
5/16" LAMINATED
7l16" LAMINATED
No. 58201
1/8" ANNEALED
3/16" ANNEALED*
f`
.090 DUPONT PVB INTERLAYER
.105 DUPONT PVB INTERLAYER
STATE OF
*yOpF
1/8" ANNEALED
3116" ANNEALED
NA1�������`��
QUANEX DURASEAL or,
QUANEX DURASEAL or,
CARDINAL XL EDGE or,
CARDINAL XL EDGE or,
KODISPACE 4SG TPS
KODISPACE 4SG TPS
I.G. SPACER
I.G. SPACER
15 SIKAFLEX 552 or
15� SIKAFLEX 552 or
8H8/2020
PURFECT GLAZE"H"
PURFECT GLAZE"H"
LUCAS A. TURNER, P.E.
FL PE # 58201
2428 Old Natchez Trc Td
3/4" GLASS BITE
314" GLASS BITE
Camden, TN 38320
1 41Lu
PH.941-380-1574
13 "
"' 13
SHEET DESCRIPTION:
"I
GLAZING DETAILS
DRAWN BY:
DATE:
ADE
06/01/12
DWG#:
REV.:
GLASS TYPE C - FIXED XO GLASS TYPE
D - FIXED XOX
CWS-774
D
SETTING BLOCKS PER FBC 2411.3.3.1
SCALE:
SHEET1:1
20F7
INTERIOR
WINDOW SYSTEPIS
1900 SW 44TH AVE.
OCALA, FLORIDA 34474
WWW.CWS.CC
4 14 3 2 22 17 14 37
3200 ALUM.
HORZ. SLIDER
I M PACT
I-
Z � ¢z�
ow0 �Wop
Ju
Z
W
W J
ZOZ_ xrzw
8 "N—' I
11
¢-w�z�32=
9 „ f
Z
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�1
�29
28
v
Z
Urn�Zal-tnn.
Z—s ZFDy
00 DU—
}
i'��
Of
QZw10200?
2 1-
34 8 9 38 33 9 23 1 26 40
w
O O tr y p w w
40 --
EE
Z Lu 0 J
o
SECTION VIEW B-B
O
w~ 0 w x>
INTERIOR
a
I•- Q. X a
16
A. iU ii,��i/i
kwycp /
vJ
'�
..��� v%C.
*
16
19
=
No. 58209 yt�
1Y-
_=�1
=70 Z* AY-
aTATE OF
CJ
8/18/2020
21
LUCAS A. TURNER, P.E.
FL PE # 58201
2428 Old Natchez Trc Trl
Camden, TN 38320
PH.941-380-1574
(34
SHEET DESCRIPTION:
34 38 2s
SECTION VIEWS
SECTION VIEW A -A
XO
SECTION VIEW C-C
DRAWN BY:
DATE:
SIDE LATCH OPTION
ADE
06/01/12
SIZE AND DP RESTRICTED, SEE SHEET 1
DWG#:
REV.:
ITEMS NOT SHOW FOR CLARITY:
CWS-774
D
5, 6, 10, 12, 15, 18,24
SCALE:
SHEET
1:1.33
3 OF 7
INTERIOR
�
4 14 3 40
2 6 14 4
WINDOW SYSTEMS
1900 SW 44TH AVE,
OCALA, FLORIDA 34474
WWW.CWS.CC
3200 ALUM.
HORZ. SLIDER
I M PACT
- -
c
Z 3: ¢Z�
- --
WoCi
0
ZOZ
o
'-Zm
U.
Z
FW§ZH3y^Z=
Z=8QaWpp
U
0w H-Zd. 1-0D_
�34 9 38 33� 29
29 3 26 1 30 40 30 1 I29 29 8 34
Z
�—Z
O Z U ci Z
(25
U
E9
�¢pFt FZZ
SECTION E-E
w
pO
OwU)iwD- n
Wp _n F-
~aL
8
woNK_ l
w
9 �
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H
28
30'
�;�'�
2-9
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G
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1
?y No. 58201
INTERIOR
Ex zit W
G
STATE OF
040
C16
19
8/18/2020
30 =
_� r1 i
_oil 27
_ 32
LUCAS A. TURNER, P.E.
FL PE # 58201
2428 Old Natchez Trc Trl
Camden, TN 38320
PH. 941-380-1574
SHEET DESCRIPTION:
�38
SECTION VIEWS
XOX
(21)
DRAWNBY:
DATE:
ADE
06/01/12
DWG#:
REV.:
CWS-774
D
�4
ITEMS NOT SHOW FOR CLARITY:
SCALE;
SHEET
SECTION VIEW D-D
5, 6, 10, 12, 15, 18, 24
1:1.33
4 OF 7
PARTS LIST
DESCRIPTION
MATERIp
FIXED MEETING RAIL
ALUMINU
SASH MTG. RAIL, SASH
ALUMINU
SASH LIFT RAIL, SASH
ALUMINU
WSTP, (.300 x .187back, Bulb )
SCREEN LIFT
STEEL
SCREEN SPRING
STEEL
LOCK SPRING
STEEL
WSTP (.210 x .187back)
SCREEN FRAME (5/16")
ROLLFOR
ROUND SPLINE (.155)
WSTP (.270 x .187back)
SCREEN CORNER KEY
NYLON
SETTING BLOCK(1/8" x 3/8" x 2")
RUBBEF
OPEN CELL PAD (black)
HOLT MELT
WSTP, (.290 X.187) BULB
#8 X5/8" PHIL FLAT WHT
STEEL
SCREEN CLOTH
ROLLER ASSEMBLY
NYLON
#8 X 1 PAN PHIL W/ 1/4" LEAD
STEEL
WEEP HOLE COVER
NYLON
SASH MTG RAIL LOCK
NYLON
., SASH
D-5/16
D-7/16
LATCH
1 38 1 IWSTP (.530 x .187back) ( I
1 7116"
1/2" —1/ 6'
2
ROLLER TRACK - 1959
7/8" 26
1/8"
REINF. - 1935
-- 2 5/8"
F�
25
2 3/16" 31
1/16"
HEAD -1933
— 3 1/16"
34
2 7/8"
1/16"
LOCK JAMB - 1962
2 3/8"
3
2 Ld
1/16"
SASH LIFT RAIL - 1947
15/16"
-{3�
1"
L 1/16"
SCREEN CATCH -1960
LINE ITEMS NOT USED:
39 NOTE: ALUMINUM PROFILES ARE 6063-T6 UNLES OTHERWISE NOTED.
SILL, BOTTOM - 1966
1 15116"
37
2 11116"
LLI 1l16"
FIXED JAMB - 1957
[--2 1 /2"
2
2 5/16" 1/16"
SASH MTG RAIL - 1946
15116"
9/16"
27
r 1/16"
SCREEN TSUPPORT -1936
1 5/16"
wr
3 5/16"L Li 36
-1/16"
SILL, TOP - 1967
FIXED MTG RAIL - 1934
1 1 /8" -
28
1 3/4"
1 �'=A_ 1/16"
SASH TOP/BTM RAIL - 1939
13/16"
31
1 114" 1116"
SPRING E LATCH - 1956
3/4"'
3/16" -
41
7/y8" 1/16"
J
PVC 7/8" GLAZEBEAD - 5523
1900 SW 44TH AVE.
OCALA, FLORIDA 34474
WWW.CWS.CC
I 1II III 1 4'
3200 ALUM.
FRAME CORNER CONSTRUCTION
HORZ" SLIDER
IMPACT
20
\\
c
Z
Z ¢Z3:
W. O _<W�W
w
IL
ZOZ KZF-
Hw ZI-3:g=
Z
O
Z=2¢wWOO
OF-Wa.
0-
SASH CORNER CONSTRUCTION
Q
O Z 0 ✓n Z O
F--u. 00LL0
Q�Ow��O-
ry
I¢-
}� �i02
�-
E
zma`Omoo�w
20
0
S~w WORN
a C�a
MEETING RAIL ATTACHMENT
SMALLJOINTSEAM SEALANT
3/4"
-{29�
1 1/16"
5/16" GLAZEBEAD - 1941
3/4"
30
1"
7/16" GLAZEBEAD - 1949
per,''''/
`*
=-u No.58201
0
E!x Z* tl
�+Iti STATE OF
8/18/2020
LUCAS A. TURNER, P.E.
FL PE # 58201
2428 Old Natchez Trc Trl
Camden, TN 38320
PH.941-380-1574
BOM AND EXTRUSIONS
ADE 06/01/12
✓G #: REV.:
CWS-774 D
ALE' SHEET
1:2 5 OF 7
14" MAX. O.C. (TYP.)- -{
6" MAX.
6" MAX.
(TYP.)
18"
MAX. OJ
(TYP)
NOTES:
rt
ANCHOR LAYOUT - (FLANGE)
6" MAX (TYP
6" MAX (TYP
18"
INSTALLATION MAX
)
ANCHORS TYP.
ANCHOR LAYOUT - (FLANGE)
IOTE 2
INSTALLATION
ANCHORS 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 7.
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 7.
aubm
WINDOW SYSTEMS
1900 SW 44TH AVE.
OCALA, FLORIDA 34474
WWW.CWS.CC
3200 ALUM.
HORZ. SLIDER
IMPACT
a z 3 ¢z
wWO<�
wZ J-zW zOzwF
U. _�M I—WZ3:=z zx�<wwpO
0 0ccooOZa-Prn5-
m z—wnZZF-nw
2 F-tO—
w OcowInaWinw
W v1 W J
a
_~W W�W�n
a a w
H
`/�,�cEttipti
No. 58201
STATE OF
..R�ORICF..at
8/18/2020
LUCAS A. TURNER, P.E.
FL PE # 58201
2428 Old Natchez Trc Td
Camden, TN 38320
PH.941-380-1574
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.
SHEET DESCRIPTION:
ANCHOR SCHEDULE AND',
NOTES
7. A MINIMUM CENTER -TO -CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS: 3" FOR SOLID CONCRETE, 3-9116" FOR CMU, 1" FOR WOOD AND METAL.
DRAWN BY: --`
DATE:
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 7. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED.
ADE
06/01/12
DWG #:
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/AAMA200(FLANGE WINDOWS), FMAANDMA 250(BOX WINDOWS), FMA/AAMA/WDMA 300(EXTERIOR DOORS)
CWS-774
DscALE:
SHEET
1:20
6 OF 7
TYPICAL HEAD ANCHORAGE
MIN. EDGE DIST.
SEE TABLE 1
MIN. EMBEDMENT
WINDOW SYSTEMS
SUBSTRATE BY OTHERS
SEE TABLE 1
1900 SW 44TH AVE.
SEE TABLE 1
INTERIOR 114" MAX. SHIM
OCALA, FLORIDA 34474
WWW.CWS.CC
PERIMETER SEALANT MIN. EMBEDMENT
BYINSTALLER
INSIDE AND OUT
SEE TABLE 1
MIN. EDGE DIST.
3200 ALUM"
SEE TABLE 1
HORZ. SLIDER
SEALANT BEHIND FLANGE
BYINSTALLER
INSTALLATION ANCHOR
—�
IMPACT
1/4" MAX. SHIM
SEE TABLE 1
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SEALANT BEHIND FLANGE
SUBSTRATE BY OTHERS
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BYINSTALLER
SEE TABLE 1
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BYINSTALLER
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SEALANT BEHIND FLANGE
BYINSTALLER
PERIMETERSEALANTMINEMBEDMENT
SEE TABLE
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BYINSTALLER
INSIDE AND OUT
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SUBSTRATE BY OTHERS
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TABLE 1: APPROVED INSTALLATION FASTENERS
SUBSTRATE TYPE
ANCHOR TYPE
MIN. EMBEDMENT
MIN. EDGE DIST.
CONCRETE (2.0 KSI MIN.)
3/16" ITW TAPCON
1-1/2"
1-118"
HOLLOW OR GROUT -FILLED CMU (117 PCF MIN.)
3/16" ITW TAPCON
1"
2"
CONCRETE (2.85 KSI MIN.)
3/16" ELCO ULTRACON
1"
1"
GROUT -FILLED CMU (ASTM C-90)
3/16" ELCO ULTRACON
1-314"
2-1/2"
2XMIN. SOUTHERN PINE (G=0.55)
3/16" ITW TAPCON
OR ELCO ULTRACON
1-3/8„
7/8„
2XMIN. SOUTHERN PINE (G=0,55)
#10 WOOD SCREW
1-3/8"
7/8"
16 GAUGE (0.06W) MIN, STEEL STUD
(33 KSI YIELD MIN)
#10-16 HILTI KWIK-FLEXOR ITW
TEKS SELF -DRILLING SCREW
FULL THREAD
THRU 0.060"
7/16"
118" 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"
8/18/2020
LUCAS A. TURNER, P,E.
FL PE # 58201
2428 Old Natchez Trc Tri
Camden, TN 38320
PH.941-380-1574
INSTALLATION DETAILS
ADE 06/01/12
VG #: REV.:
CWS-774 D
:ALE: SHEET
1:2 70177