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Product Approval Menu > Product or Application Search > Application List > Application Detail
FL #
FL15699-R5
Application Type
Revision
Code Version
2020
Application Status
Approved
Comments
Public comment; Remove proprietary note and does not comply w/
2411.1.11.11/18/20
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 Single Hung
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
Referenced Standard and Year (of Standard)
FL15699 R5 COI EvalREuurt7Z6D.ldf
Standard
AAMA/W DMA/CSA/ 101/I. S.2/A440
ASTM E1886-13a
ASTM E1996-17
PA TAS 201/202/203
Year
2008
2013
2017
1994
Equivalence of Product Standards
https://www.floridabuilding.org/prlpr_app_dtl.aspx?param=wGEVXQwtDgvutH8jlpVzpOUF%2bvTH11AVnYhdBPK8BYvxldwlgbLzjg%3d%3d 1/2
12/17/2020
Certified By
Florida Building Code Online
Florida Licensed Professional Engineer or Architect
FL15699 R5 Equiv 3100 Equivalency_pdf
Sections from the Code
Product Approval Method
Date Submitted
Date Validated
Date Pending FBC Approval
Date Approved
Summary of Produets
Method 1 Option D
08/27/2020
08/30/2020
09/18/2020
12/15/2020
FL #
Model, Number or Name
Description
15699.1
SH-3100
SH-3100, Aluminum Single Hung, Impact
Limits of Use
Installation Instructions
Approved for use in HVHZ: Yes
FL15699 R5 II CWS-726D.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
FL15699 R5 AE EvalReport726D,pdf
and sizes. Glass complies with ASTM E1300.
Created by Independent Third Party: Yes
[-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 .
Product Approval Accepts:
IT NW"_1 ® _C _ E
Credit Card
Safe
https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvutH8jIpVzpOUF%2bvTHI1AVnYhdBPK8BYvxldwlgbLzjg%3d%3d 212
URNER
ENGINEERING &
CONSULTING. INC.
2428 Old Natchez Trace Trail
Camden, TN 38320
Ph. 941-380-1574
FBPE C.O.A. #29779
Evaluation Report 726D
August 18, 2020
Product Description: Series 3100 (previously 3700) Aluminum Single Hung Window, LM Impact,
max. unit sizes of 53 1/8" x 84" DP70 Oriel, 53 1/8" x 76" DP70 OX Equal Split, and 37" x 63" DP80
OX Equal Split
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 71h
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-726D, signed and sealed by Lucas A. Turner, P.E.
3) Test Reports NCTL-210-3795-1, -IA, -2, -2A, -3, and -3A, and NCTL-210-4000-01, -IA, -02,
and -2A from National Certified Testing Laboratories, Orlando, FL signed and sealed by Gerard
J. Ferrara, P.E., and test reports CWS-004-02-02 and -03 and CWS-005-02-01 and -02 from PRI
Construction Materials Technologies, Tampa, FL, with testing Performed: TAS 201/202/203
1994, AAMA/WDMA/CSA 101/I.S.2/A440-2008, ASTM E 1886-2002/2004/2005, and ASTM E
1996-2002/2004/2006/2009
4) Supplemental Calcs. to support CWS-726D, signed and sealed by Lucas A. Turner, P.E.
Installation: Units must be installed according to approval document CWS-726D.
Limitations of Use: This product:
• May be used up to sizes indicated above in Product Description, with glass types, design
pressures, and max. glass daylight sizes as shown in CWS-726D
• 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 ft from grade in HVHZ
• Requires Kuraray Butacite PVB Interlayer per Miami -Dade NOA 19-0305.02'
• Requires 6063-T6 aluminum extrusions per CWS-726D
t I have evaluated the material in this NOA and find that it complies with the requirements of the
7th 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.
N
Lucas Turner -Srll*
2020.08.21 =� No. 58Z0'! p� 08/18/202 1 0
10:17:34 ;��1 * 'w Lucas A. Turner, P.E.
Cs
-05'00� "� STATE OF �� FL PE #58201
01 R( DRAT'
/11111tt1
SINGLE HUNG - IMPACT
53 1/8" UNIT WIDTH
50" GLASS DLO
A
6 A 53 1/8" UNIT WIDI
FrS DLO
B B 501/4"
GLASS
UNT
HEIGHT
38 7/8„
30 5/8" 1
SASH
HEIGHT
X
/\
4 I
25 3/4"
GLASS
DLO
SASH
HEIGHT
48 1/8" GLASS DLO
G
F-48 118" GLASS DLO--
51 5/8" SASH WIDTH
51 5/8" SASH WIDTH -
ORIEL
EQUAL SPLIT
TABLE OF CONTENTS
GENERAL NOTES & ELEVATIONS .......... 1
GLAZING DETAIL......................................2
SECTION VIEWS.......................................3
EXTRUSIONS & B.O.M ..............................4
ANCHOR SCHEDULE & NOTES...............5
INSTALLATION DETAILS ..........................6
GLASS
DLO
37" UNIT WIDTH
33 718" GLASS DLO
O 27 1/2"
GLASS
DLO
1
63"
UNIT
HEGHT
I I
323/8" X 271/2"
SASH GLASS
HEIGHT DLO
32" GLASS DLO --I
1+351/2" SASH WIDTH" -I
EQUAL SPLIT
GENERAL NOTES:
g®m q
1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY
WINDOW
STSTEMS
WITH THE FLORIDA BUILDING CODE (FBC), CURRENT EDITION INCLUDING THE
1900
SW 44TH AVE.
HIGH VELOCITY HURRICANE ZONE (HVHZ) AND IS RATED FOR WIND ZONE 4
OCALA, FLORIDA 34474
MISSILE LEVEL D IMPACT USE AS DEFINED IN ASTM E 1996 PER THE FBC.
WWW.CWS.CC
2. GLAZING DETAILS: (SEE SHEET 2)
3. CONFIGURATIONS: "D/X"
3100 ALUM.
SINGLE HUNG
4. DESIGN PRESSURES:
-NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES
IMPACT
ASTM E-1300-04e01/09.
-POSITIVE DESIGN LOADS BASED ON TESTED PRESSURE, WATER
O
INFILTRATION TEST PRESSURE, AND GLASS TABLES ASTM E-1300-04e01/09.
F
- w 0� W o
Z
W J. ¢ Z w
5. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE
w
o
Z 0 Z of - - (-
OF Fn
DESIGN OF THIS PRODUCT. SEE SHEET 6 FOR INSTALLATION DETAIL. WIND
F w z � 2 Hi
LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR
Z
O
Z x ¢ of w O 0
01-0 ¢
CALCULATIONS.
0
O rn l- Z a P V) a
6. PRODUCTS APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE NOT
Z
}
O Z Q cn z o U -
~-LL�QOwz
REQUIRED.
x
¢Ow-O-
7. ALL FRAMES AND SASHES ARE PROCESSED AND SCREWED TOGETHER. SMALL
z
O a > x
JOINT SEALANT USED AT ALL FRAME JOINTS.
W
Z m w rn 0 w a W
8. SERIES / MODEL DESIGNATION SH-3100. (A.K.A. SH-3700)
0_
wT-0 xa=w�
x w
a
h a �3:w
a
9. THE DESIGNATION X AND O STAND FOR THE FOLLOWING:
X = OPERABLE SASH, O = FIXED SASH
10. SECTION CALLOUTS APPLY TO ALL CONFIGURATIONS.
je
ZtiNo. 58201
Lucas Turner
'9-ffffff*
tea'
STATE OF
2020.08.21
10:21:51
-05'00'
�IV Air
CONFIG.
MAX. UNIT
SIZE
DESIGN PRESSURE
RATING
IMPACT RATING
ORIEL
53-1/8" x 84"
+/- 70 PSF
LARGE MISSILE IMPACT
EQUAL
53-1/8" x 76"
+/- 70 PSF
EQUAL
1 37" x 63"
+/_ 80 PSF
8/18/2020
LUCAS A. TURNER, P.E.
FL PE # 58201
2428 Old Natchez Trc Trl
Camden, TN 38320
PH.941-380-1574
GENERAL NOTES AND
ELEVATIONS
DRAWN BY.
DATE:
TEF
05/17/12
DWG#:
REV.:
CWS-726
D
TALE'
SHEET
1:25
1 OF 6
5/16" OVERALL
1/8" ANNEALED
.090 DUPONT PVB INTERLAYER
1/8" ANNEALED
34 PURFECT GLAZE 'H"
OR SIKAFLEX 552
3/4" GLASS BITE
GLASS TYPE A - SASH
7/8" OVERALL
1/8" ANNEALED
7/16" AIRSPACE
5/16" LAMINATED
1/8" ANNEALED
.090 DUPONT PVB INTERLAYER
118" ANNEALED
34 PURFECT GLAZE "H"
OR SIKAFLEX 552
3/4" GLASS BITE
QUANEX DURASEAL or,
CARDINAL XL EDGE or,
KODISPACE 4SG TPS
I.G. SPACER
GLASS TYPE C - SASH
5/16" OVERALL
1/8" ANNEALED
.090 DUPONT PVB INTERLAYER
1/8" ANNEALED
34 PURFECT GLAZE "H"
OR SIKAFLEX 552
10 1
314" GLASS BITE
3'
1
GLASS TYPE A - FIXED
7/8" OVERALL
118" ANNEALED
7/16" AIRSPACE
5116" LAMINATED
1/8" ANNEALED
.090 DUPONT PVB INTERLAYER
1/8" ANNEALED
34 PURFECT GLAZE"H"
OR SIKAFLEX 552
' 314" GLASS BITE
GLASS TYPE C - FIXED
NEX DURASEAL or,
DINAL XL EDGE or,
ISPACE 4SG TPS
;PACER
—7116" OVERALL
—3/16'. ANNEALED
—.105 DUPONT PVB INTERLAYER
—3116" ANNEALED
34 PURFECT GLAZE"H"
OR SIKAFLEX 552
1
3/4" GLASS BITE
GLASS TYPE B - FIXED
7/8" OVERALL
3l16" ANNEALED
1/4" AIRSPACE
7116" LAMINATED
3/16" ANNEALED
.105 DUPONT PVB INTERLAYER
3/16" ANNEALED
34 PURFECT GLAZE "H"
OR SIKAFLEX 552
. _ 3/4' GLASS BITE
GLASS TYPE D - FIXED
QUANEX DURASEAL or,
CARDINAL XL EDGE or,
KODISPACE 4SG TPS
I.G. SPACER
SETTING BLOCKS PER FBC 2411.3.3.1
TYPE
DESIGN
PRESSURE (PSF)
MAX. SIZE
SASH
GLASS
FIXED
GLASS
EQUAL
+/- 80
37" x 63"
A or C
A or C
+/- 70
53" x 76"
A or C
A or C
ORIEL
+/- 70
53" x 84"
A or C
B or D
WINDOW SYSTEMS k-
1900 SW 44TH AVE.
OCALA, FLORIDA 34474
WWW.CWS.CC
3100 ALUM.
SINGLE HUNG
I M PACT
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No. 58201
STATE OF
,,Ao110t'.
8/18/2020
LUCAS A. TURNER, P.E.
FL PE # 58201
2428 Old Natchez Trc Trl
Camden, TN 38320
PH. 941-380-1574
SHEET DESCRIPTION:
GLAZING DETAILS
DRAWN BY: DATE:
TEF 05/17/12
DWG N: REV.:
CWS-726 D
-§GALE: SHEET
1:1 20F6
INTERIOR
WINDOW SYSTEMS 111`��
4
32 19 31 9 33
31 32
1900 SW 44TH AVE.
OCALA, FLORIDA 34474
W W W.CW S.CC
4
�
11 --
3100 ALUM.
SINGLE HUNG
1j-"� or37
11
IMPACT
--1
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SECTIONS-B
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8/18/2020
19
LUCAS A. TURNER, P.E.
FL PE # 58201
19
2428 Old Natchez Trc Trl
Camden,0
PH. 941 3 0 1574
SHEET DESCRIPTION:
35
SECTION C-C
SECTION VIEWS
ALT. SILL LATCH
NOTE: MONOLITHIC LAMI SHOWN.
DRAWN BY:
DATE:
IG AVAILABLE, SEE SHEET 2.
TEF
05/17/12
5 30 13
DWG#:
REV.:
ITEMS NOT SHOWN FOR CLARITY:
CWS-726
D
SECTION A -A
14, 16, 18, 21, 22, 26, 27
SCALE
SHEET
1:1.33
30F6
VIA I 2 3/4"
7
Aluminum
Aluminum
Aluminum
Aluminum 2 1/16" 4
Aluminum
Aluminum 1/16"
Aluminum - -
Aluminum
Aluminum FRAME HEAD - S-1931
12
1 S-1956
ISill Latch
Aluminum
13
P-3018
Wstp., .300 x .187 Bulb Vinyl
Nylon
14
P-3029
Screen Pull Tab
Steel
15
P-3033
Screen Spring, SS
SS
16
P-3046
Take Out Clip
17
P-3218
Screen Frame
Alum
18
P-3228
Screen Spline, .155 Dia., Blk.
Nylon
19
P-3305
Wstp.,.270 x.187 Black SoftTouch Center Fin, Black
Nylon
20
1 P-3309
lWstp.,.210 x.187 Black Soft Touch Center Fin, Black
Nylon
21
P-3321
Screen Frame Corner Key
Alum
22
P-3342
Seam Sealer, SM-5504
23
P-5637
Set. Blk., 85 Dur., 1/8" x 3/8" x 2" Lg.
24
P-3443
Wstp, .290 X.187 Black, Bulb Vinyl, Hollow
Nylon
25
P-3515
#8 x 0,625 Ph FH Type A SMS
Steel
26
P-3581
Screen Cloth, 18 x 16 Fiberglass
27
P-4144
#8 x 1" w/ 1/4" lead Quad PH Type A SMS
Steel
28
1 P-4707
ISweep Lock
Nylon
30
P-4959
Wstp., .420 x .187 back PolyFin, Gray, SoftTouch
Nylon
31
P-5228
Sash Cam
32
Balancer
33
GLASS
See Sheet 2
34
Purfect Glaze "H" or Sikaflex 552
35
P-5244
Closed Cell Pad, 1-1/2"xl-1/4"x3/16"
3/ I P-bb23 (Glazing Bead, IG (7/8" OA) PVC
LIN
29 E ITEMS NOT USED: NOTE: ALUMINUM PROFILES ARE 6063-T6 UNLES OTHERWISE NOTED.
SASH CORNER FRAME CORNER FIXED MTG RAIL
CONSTRUCTION CONSTRUCTION CONSTRUCTION
7
2 7
�A
SMALL JOINT SEAM SEALANT USED AT ALL FRAME JOINTS
3
FRAME SILL - S-1932
2 5/8"
6
2 3/16"
L
1/16"
FRAME JAMB - S-1933
13/16"
1 1/4" 12
1/16"
SILL LATCH - S-1956
—2112" /( f7/1 9frimfjiyjj
1 WINDOW SYSTEMS
1900 SW 44TH AVE,
OCALA, FLORIDA 34474
25/16" 7/8" � ^ WWW.CWS.CC
,A6 L
==9 1/6" 3100 ALUM.
REINFORCEMENT-S-1935 SINGLE HUNG
SASH MTG RAIL - H-1946 IMPACT
? � QZ0
11I6" �wl
f-wZa
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U. OI-WZ�:22Z
ZX: <ofLu00
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2 1/2" IJUI� 1 3/4 >' Q p F- 2 O?
Q g�}rpU~ZUJ
in6" 1/16" W OOxai0LuOw
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SASH SIDE RAIL-S-1939 a , M I 0-
FIXED MTG RAIL - H-1934
%%N%111111111"
A.
*( No.58201 *'
3 T— 6 /L.* jYf
2 5/6" t 3/t s" -� STATE OF
v16° frrrrr����1111A1111����`��
SASH STOP - S-1954
SASH BTM RAIL - H-1947
3/a 8/18/2020
1/2"
15/16"
9/16" 36 LUCAS A. TURNER, P.E.
IJFFL PE # 58201
1/16" 2428 Old Natchez Trc Trl
Camden, TN 38320
1/16" PH. 941-380-1574
SCREEN ADAPTOR - S-1936 GLAZING BEAD, 7/16" - S-1949 SHEET DESCRIPTION:
„
BOM AND EXTRUSIONS
3/4"' 3/4
3/16" r- 5/8" DRAWN SY, DATE'
37 10 TEF 05/17/12
7/8" 1/16" 1," 1/16" DWG p: REV.:
J— j— CWS-726 D
PVC GLAZING BEAD, 718" IG - P-6523 GLAZING BEAD, 5/16" - S-1941 scALE : SHEET
1:2 4 OF 6
6" MAX.
6" MAX, (TYP.)— 12 112" MAX. O.C. (TYP.)
---SEE NOTE 2
6" MAX.
(TYP.) —
� / I
19 1/2"
MAX O.C. INSTALLATION
(TYP.) O ANCHORS (TYP.)
L I
I I
I I
1 4„ (T
4" (TYP) 4'
4" (TYP.) _
I x I
ANCHOR LAYOUT
EQUAL SPLIT 37" X 63"
6" MAX. (TYP.)—r---f--- i 14" MAX. O.C. (TYP.)
ANCHOR LAYOUT
EQUAL SPLIT 53.125" X 76"
6" D
6" MAX. (TYP.;
)TE 2
INSTALLATION
ANCHORS (TYP.)
INSTALLAT
ANCHORS
4" (TYP.)-
4" (TYP.)-
AX, (TYP.)
14" MAX. O.C. (T
2
SEE NOTE 2
13 112"
MAX. O.C.
(TY+ .)
I
I
ON
TYP.)
I
I
I
I
I
O
I
I
I
�
�
I
I
I
I
I
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I
ANCHOR LAYOUT
ORIEL 53.125" X 84"
NOTES:
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 6.
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 6.
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.
7. A MINIMUM CENTER -TO -CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS: 4" FOR MASONRY, 1" FOR WOOD AND METAL.
8. WOOD OR MASONRY OPENINGS, BUCKS AND BUCK FASTENERS SHALL BE PROPERLY DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD AND INSTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE.
SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLE1, SHEET 6. 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/AAMA200(FLANGE WINDOWS), FMA/WDMA 250(BOX WINDOWS), FMA/AAMAIWDMA300(EXTERIOR DOORS)
gbM
WINDOW SYSTEMS
1900 SW 44TH AVE.
OCALA, FLORIDA 34474
WWW.CWS.CC
3100 ALUM.
SINGLE HUNG
IMPACT
Q ? !�: ¢ZO
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No. 58201
STATE OF
a !kGR1Gr,
8/18/2020
LUCAS A. TURNER, P.E.
FL PE # 5820
11
2428 Old Natchez Trc Trl
Camden, TN 38320
PH. 941-380-1574
ANCHOR SCHEDULE AND
NOTES
TEF
05/17/12
VG #.
REV.:
CWS-726
D
ALE:
SHEET
1:20
50F6
TYPICAL HEAD ANCHORAGE
INTERIOR
�®
MIN. EDGE DIST,
WINDOW SYSCE?15
SEE TABLE 1
1900 SW 44TH AVE.
MIN. EMBEDMENT
OCALA, FLORIDA 34474
SUBSTRATE BY OTHERS
SEE TABLE 1
W WW.CWS.CC
SEE TABLE 1
LSE
1/4" MAX. SHIM
PERIMETER SEALANT
DMENT
31 QO' ALUM.
BY INSTALLER
E 1
MIN. EDGE DIST.
INSIDE AND OUT
SEE TAB LE1
SINGLE HUNG
SEALANT BEHIND FLANGE
INSTALLATION ANCHOR--
IMPACT
BY INSTALLER
SEE TABLE 1
1l4" MAX. SHIM
Q
3: <Zp
W
¢W�
JO Z rz
LL
Z w z
F W Z O- 2
INTERIOR
SEALANT BEHIND FLANGE SUBSTRATE BY OTHERS
�
BY INSTALLER SEE TABLE 1
J
Z
Z F=- O Q 1= 0 0
U
INSTALLATION ANCHOR
U
U m� Z M l- p M
SEE TABLE 1
PERIMETER SEALANT—
BY INSTALLER
p
Z— to Z N_ U)
(7
Z
Q
0 u. U —
INSIDE AND OUT
F- —' g Z p I Z
B HORIZONTAL SECTION
H
W K F ?� O
6 TYPICAL JAMB ANCHORAGE
w
Z m W U) O0 w
op)
a En
p
wF=-0w a.X:
1/4" MAX. SHIM
d
F d O d
SEALANT BEHIND FLANGE
BYINSTALLER
PERIMETER SEALANT
BY INSTALLER
MIN. EMBEDMENT
TUJk,F //��
INSIDE AND OUT
SEE TABLE 1
`��� JCpgA
N�.
SUBSTRATE BY OTHERS
*f
SEE TABLE 1
_.tip Na. 58201*
MIN. EDGE DIST.
��� STATE
SEE TABLE 1
OF
(�VERTICAL SECTION
_
6 TYPICAL SILL ANCHORAGE////��.-�:A�•-�������`
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"
1-1/8"
HOLLOW OR GROUT -FILLED CMU (117 PCF MIN.)
3/16" ITW TAPCON
1"
4"
CONCRETE (2.85 KSI MIN.)
3/16" ELCO ULTRACON
1"
1"
GROUT -FILLED CMU (ASTM C-90)
3/16" ELCO ULTRACON
2-1/4"
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 (0.060") MIN. STEEL STUD
(33 KSI YIELD MIN)
#10-16 HILTI KWIK-FLEX OR ITV
TEKS SELF -DRILLING SCREW
FULL THREAD
THRU 0.060"
7/16
1/8" 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 TO
Camden, TN 38320
PH.941-380-1574
AEET DESCRIPTION:
INSTALLATION DETAILS
RAWN BY', DATE:
TEF 05/17/12
JVG #: REV.:
CWS-726 D
'ALE' SHEET
1:2 6OF6