HomeMy WebLinkAboutAPPROVED Single HungFlorida Building Code Online
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Comments
Archived
Product Manufacturer
Address/Phone/Email
Authorized Signature
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category
Subcategory
Compliance Method
Certification Agency
Validated By
Referenced Standard and Year (of Standard)
Equivalence of Product Standards
Certified By
Custom Window Systems Inc.
1900 SW 44th Avenue
Ocala, FL 34474
(352)368-6922 Ext291
jlathrop@cws.cc
Jay Lathrop
jlathrop@cws.cc
Jay Lathrop
1900 SW 44th Ave
Ocala, FL 34474
(352) 368-6922 Ext 291
jlathrop@cws.cc
Jay Lathrop
1900 SW 44th Ave.
Ocala, FL 34474
(352) 368-6922 Ext291
jlathrop@cws.cc
Windows
Single Hung
Certification Mark or Listing
Keystone Certifications, Inc.
Steven M. Urich, PE
,< Validation Checklist - Hardcopy Received
Standard
AAMA/W DMA/CSA/101/I.S.2/A440-08
ASTM E1886-05
ASTM E1996-09
PA TAS 201/202/203
Year
2008
2005
2009
1994
1 of 2 6/18/2020, 12:14 PM
Florida Building Code Online
https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wG...
Product Approval Method
Date Submitted
Date Validated
Date Pending FBC Approval
Date Approved
Summary of Products
Method 1 Option A
01/16/2019
01/17/2019
01/22/2019
FL # Model, Number or Name Description
15699.1 SH-3100 SH-3100 (was 3700), Aluminum Single Hung, Single Glazed,
Impact
Limits of Use
Approved for use in HVHZ: Yes
Approved for use outside HVHZ: Yes
Impact Resistant: Yes
Design Pressure: N/A
Other: Large Missile Impact, see Installation drawings for
DP and sizes. Glass complies with ASTM E1300-04.
Certification Agency Certificate
FLIS699 R4_C_CAC _138-1003.pdf
FL15699 R4_C_CAC_138-1004.pdf
FL15699 R4_C_CAC_138-1005.pdf
FL15699R4_C_CAC_138-1022.pdf
FL15699R4_C_CAC_138-1023.pdf
FL15699R4_C_CAC_138-1024.pdf
FL15699 R4_C_CAC_138-297.pdf
FL15699 R4_C_CAC_138-298.pdf
FL15699 R4_C_CAC _138-299.pdf
Quality Assurance Contract Expiration Date
12/28/2021
Installation Instructions
FL15699 R4_II CWS-726C.pdf
Verified By: Lucas A. Turner 58201
Created by Independent Third Party: Yes
Evaluation Reports
FL15699_R4_AE_EvalReport726C.pdf
Created by Independent Third Party: Yes
Back Next
Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824
The State of Florida is an AA/EEO employer. S.4R)Lright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement
Under Florida law, email addresses are public records. If you do not want youre-mailaddress 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 madeavailable to the public. To determine if you are a licensee under Chapter 455, F.S.,
please click here .
Product Approval Accepts:
99
Credit Card
Safe
2 of 2 6/18/2020, 12:14 PM
URNER
ENGINEERING &
CONSULTING, INC.
1239 Jabara Ave.
North Port, FL 34288
Ph. 941-380-1574
FBPE C.O.A. #29779
Evaluation Report 726C
August 28, 2017
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 6`h
Edition (2017) 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, P.E., at 1239 Jabara Ave., North Port, FL
2) Approval drawing CWS-726C, signed and sealed by Lucas A. Turner, P.E.
3) Test Reports NCTL-210-3795-1, -lA, -2, -2A, -3, and -3A, and NCTL-210-4000-01, -1A, -
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-726C, signed and sealed by Lucas A. Turner, P.E.
Installation: Units must be installed according to approval document CWS-726C.
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-726C
• 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 (Dupont) PVB Interlayer per Miami -Dade N.O.A. 16-1117.02t
• Requires 6063-T6 aluminum extrusions per CWS-726C
t I have evaluated the material in this NOA and find that it complies with the requirements of the
6`i' 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.
�0' O RE W `!Ak,
F_ IV
Sty '���'•+s
e
Lucas
+`';� No 88201
Turner
2017-08-30
:. '; STATE of 1�t
�'.,�';
8/28/2017
16:05+20:00
:';� o a gyp?.`!
Lucas A. Turner, P.E.
���►:,s�[iNAt-��`''�
FL PE #58201
0
UNIT
30 5/8"
SASH
SINGLE HUNG - IMPACT
-53 1/8" UNIT WIDTH
50" GLASS DLO
A
767 A �531/8" UNIT WIDI
---50" GLASS DLO
-- - I �I-77 -----
O B 501/4„ I
GLASS O GLASS
DLO DLO
I B I
6 76
UNIT
HEIGHT
I I I
38 7/8" X 34"
X 25.4 SASH GLASS
' ASS HEIGHTI DLO
A C
48 1/8" GLASS DLO 48 1/8" GLASS DLO
51 5/8" SASH WIDTH 1 51 5/8" SASH WIDTH
ORIEL EQUAL SPLIT
37" UNIT WIDTH
33 7/8" GLASS DLO
I% F1'G
2"
ss
63"
UNIT
GENERAL NOTES & ELEVATIONS .......... 1
GLAZING DETAIL......................................2
SECTION VIEWS.......................................3
EXTRUSIONS & B.O.M ..............................4
ANCHOR SCHEDULE & NOTES...............5
INSTALLATION DETAILS, ......................... 6
IR IIII Ll IIII GLASS
HE
HEIGHTI DLO
27
-32" GLASS DLO --
351/2" SASH WIDTH
EQUAL SPLIT
GENERAL NOTES:
icom.
1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY
WINDOW SYSTEMS
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: "O/X"
3100 ALUM.
SINGLE HUNG
4. DESIGN PRESSURES:
IMPACT
-NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES
ASTM E-1300-04e01/09.
-POSITIVE DESIGN LOADS BASED ON TESTED PRESSURE, WATER
INFILTRATION TEST PRESSURE, AND GLASS TABLES ASTM E-1300-04e01/09.
F
p w 0 w O d
5. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE
Z
LU
w_ic ¢�-Zw
¢ oo 3 y o o m
DESIGN OF THIS PRODUCT. SEE SHEET 6 FOR INSTALLATION DETAIL. WIND
D-
I- w Z 1,3 2 _
LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR
Z
O
Z = ¢ w w O O
OHOV¢=IfW
CALCULATIONS.
U
v u) F- n. PC/) a.
6. PRODUCTS APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE NOT
Z
O O � z O U -
z
REQUIRED.
}
Q� o W O� o
7. ALL FRAMES AND SASHES ARE PROCESSED AND SCREWED TOGETHER. SMALL
Lu
Op a } 3 O
JOINT SEALANT USED AT ALL FRAME JOINTS.
r
Z cn a
w o J tW-
8. SERIES / MODEL DESIGNATION SH-3100. (A.K.A. SH-3700)
_ ~ a ww � w
a
h 0-
9. THE DESIGNATION XAND O STAND FOR THE FOLLOWING:
X = OPERABLE SASH, 0 = FIXED SASH
,�
. gDREby T r��,
10. SECTION CALLOUTS APPLY TO ALL CONFIGURATIONS.
,`*o
'.,GP5.4�G E NSF��T
LucasTurne
r
2017-09-22
13:22-04:00
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
x"7—
9/22/2017
LUCAS A. TURNER, P.E.
FL PE # 58201
1239 JABARA AVE.
NORTH PORT, FL 34288
PH. 941-380-1574
SHEET DESCRIPTION:
GENERAL NOTES AND
ELEVATIONS
DRAWN BY: DATE:
TEF 05/17/12
DWG#: REV::
CWS-726 C
SCALE: SHEET
1:25 1 OF 6
5/16" OVERALL
1/8" ANNEALED
.090 DUPONT PVB INTERLAYER
1/8" ANNEALED
PURFECT GLAZE "H"
34 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
1/8" ANNEALED
PURFECT GLAZE "H"
34 OR SIKAFLEX 552
BITE
U"
QUANEX DURASEAL
IG 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
3/4" GLASS BITE
GLASS TYPE A - FIXED
-7/8" OVERALL
-1/8" ANNEALED
-7/16" AIRSPACE
-5/16" LAMINATED
-1/8" ANNEALED
-.090 DUPONT PVB INTERLAYER
- 1/8" ANNEALED
4 PURFECT GLAZE W'
OR SIKAFLEX 552
3/4" GLASS BITE
-U3"
QUANEX DURASEAL
71 IG SPACER
GLASS TYPE C - FIXED
7/1 OVERALL
3/16" ANNEALED
.105 DUPONT PVB INTERLAYER
3/16" ANNEALED
34 PURFECT GLAZE"H"
// wg A /)m
�V-
(/d+/INDOW SYSTEMS
1900 SW 44TH AVE.
OCALA, FLORIDA 34474
www.cws.cc
OR SIKAFLEX 552
3100 ALUM.
SINGLE HUNG
3/4" GLASS BITE
IMPACT
3'
a
~
z 3 ¢z3
p w 0 Q FwF O w
ZOZ_
w
�F�H
u-
z
I-LU ZI-�22
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of
W
Ow OK�0 Lu Ww
GLASS TYPE B- FIXED
a
= Lu a 0 O_ U
wo
_~� �cn
3:
D.
1 O- D:w d
-7/8" OVERALL
-3/16" ANNEALED
-1/4" AIRSPACE
-7/16" LAMINATED
-3116" ANNEALED
..105 DUPONT PVB INTERLAYER
3/16" ANNEALED
34 PURFECT GLAZE"H"
OR SIKAFLEX 552
1
3/4" GLASS BITE
GLASS TYPE D - FIXED
QUANEX DURASEAL
IG 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
1
A or C
ORIEL
+/- 70
53" x 84"
A or C
B or D
9/22/2017
LUCAS A. TURNER, P.E.
FL PE # 58201
1239 JABARA AVE.
NORTH PORT, FL 34288
PH. 941-380-1574
EET DESCRIPTION:
GLAZING DETAILS
AWN BY: DATE:
TEF 05/17/12
IG#: REV.:
CWS-726 C
ALE: SHEET
1:1 2 0F 6
INTERIOR
WIPIISOdV SYSTEMS
4
32 19 31 9 33 31 32
1900 SW 44TH AVE.
OCALA, FLORIDA34474
WvvW.CWs.Cc
4
_
11
3100 ALUM.
SINGLE HUNG
10 or 36 or 37
1,
IMPACT
Q
H-
Z 3: ¢Z�
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WO
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33
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28
Z
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No 58201
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irrT� �R4 O R
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12
33
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24
10
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9/22/2017
1s
LUCAS A. TURNER, P.E.
FL PE # 58201
1239 JABARA AVE.
19
NORTH PORT, FL 34288
PH. 941-380-1574
SHEET DESCRIPTION:
35
SECTION C-C
SECTION VIEWS
ALT. SILL LATCH
DRAWN BY:
DATE:
NOTE: MONOLITHIC LAM] SHOWN.
IG AVAILABLE, SEE SHEET 2.
TEF
05/17/12
5 30 13
DWG#:
REV.:
ITEMS NOT SHOWN FOR CLARITY:
CWS-726
C
SECTION A -A
14, 16, 18, 21, 22, 26, 27
SCALE:
SHEET
1:1.33
3 OF 6
x.
.270 x .
.210 x .
36 1 S-1949
Or
x 5/8" x 2"
VENDOR
MATERIAL
I-23/4"�
21,16" 4
Ins"
FRAME HEAD - S-1931
Keymark
Aluminum
Keymark
Aluminum
Keymark
Aluminum
Keymark
Aluminum
Keymark
Aluminum
Keymark
Aluminum
Keymark
Aluminum
Keymark
,re,.,.,,,,,
Aluminum
—._:_..
Lawrence
LINE ITEMS NOT USED: I NOTE: ALUMINUM PROFILES ARE 6063-T6 UNLES OTHERWISE NOTED.
29
SASH CORNER
CONSTRUCTION
FRAME CORNER
CONSTRUCTION
2
FIXED MTG RAIL
CONSTRUCTION
SMALL JOINT SEAM SEALANT USED AT ALL FRAME JOINTS
3
FRAME SILL - S-1932
2 5!8"
6
2 3/16"
FRAME JAMB - S-1933
13/16"
1 1/4" 12
1/16"
SILL LATCH - S-1956
2 WINDOW SYSTEMS
1 1900 SW 44TH AVE.
2 5/16" OCALA, FLORIDA 34474
W W W.CWS.CC
1/16" 7/8" 7
L 1/6" 3100 ALUM.
REINFORCEMENT -S-1935 SINGLE HUNG
SASH MTG RAIL - H-1946 IMPACT
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o zOz O�zm_
1v6^ u PW Zz -�i= Z z=2¢xwp0
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9 z OU`Uc �U-
IIII-r-_O-_n��_I 1I Q P - , 200u-0
2 1/2" I.JUI� 1 3/4" x ¢ O w E- H O Z
F- U
1/16" 1� 1/16" w 00
LU(0 0 w rn w
zLL 0 -j U) I-
L0 Wr0 a0of
2r
SASH SIDE RAIL- S-1939 a I=-
FIXED MTG RAIL - H-1934
2
2
1/16"
SASH BTM RAIL - H-1947
15/16,
9/16"
8
1/16"
SCREEN ADAPTOR - S-1936
F
T— 11
13/16"
V 16"
SASH STOP - S-1954
3/4"
1/2"
36
GLAZING BEAD, 7/16" - S-1949
3/4" 3/4"
3/1'T6 5/8"
T 37 10
7/8" 1/16" 1„ 1/16„
PVC GLAZING BEAD, 7/8" IG - P-5523 GLAZING BEAD, 5/16" - S-1941
;;—�' ;:f—
9/22/2017
LUCAS A. TURNER, P.E.
FL PE # 58201
1239 JABARA AVE.
NORTH PORT, FL 34288
PH. 941-380-1574
BOM AND EXTRUSIONS
TEF 05/17/12
VG#: REV.:
CWS-726 C
ALE. SHEET
1:2 4 OF 6
6" MAX. (TYP.).
-...
14" MAX. O.C. (TYPJ
�Ltw u MLV
SEE NOTE 2
WINDOW SYSTEMS III( I.I
6" MAX. (TYP.)
14" MAX. O.C. (TYP.)
6" MAX. (TYP.)
1900 SW 44TH AVE.
SEE
NOTE 2
— — —
— — —
OCALA. FLORIDA 34474
6" MAX. (TYP.)
I
WWW.CWS.CC
6" MAX. (TYP.)
1/2" MAX. O.C. (TYR)
— — —
— — —
3100 ALUM.
7712
SEE NOTE 2 /
�
13 1l2"
MAX, O.C.
6" MAX
(TYPO
— —
13 1/2'
— — —
— — MAX. O.C.
INSTALLATION RYP.)
L
ANCHORS (TYP.) I
SINGLE HUNG
�
(TM
(I
IMPACT
1
O
INSTALLATION
ANCHORS (TYP.)
O
Q
Z ?� Q Z
MAXO.C. I INSTALLATION
(TYP.)O
ANCHORS (TYP
Z
W w 0 ¢ Lu Z W
W
ZOZ m_—F
Z
Z=2<mwoo
o
4" (TYP.)
z
0cnI-vaPv~)a.
o(D0U)ZE)5—'
4" (TYP.)
4„ (TVP.)
�[
4„ (TYP-)
Q
>
F- Z LL 2 0 O LL Z
Q 3 0 W — = 0 _
4" (TYP.)
X.
' `
P5
1
I I
I
(TYP.) 1
X I
w
0
o�0:cn0W(nw
Z= a CL p vtn ~)
L
m
_~� W wo
1
CL
a
— — — — — — — — — — _ —
ANCHOR LAYOUT
EQUAL SPLIT 37" X 63"
ANCHOR LAYOUT
EQUAL SPLIT 53.125" X 76"
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 TABLET, 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/AAMA 200(FLANGE WINDOWS), FMAANDMA 250(BOX WINDOWS), FMA/AAMA/WDMA 300(EXTERIOR DOORS)
r�
9/22/2017
LUCAS A. TURNER, P.E.
FL PE # 58201
1239 JABARA AVE.
NORTH PORT, FL 34288
PH.941-380-1574
ANCHOR SCHEDULE AND
NOTES
TEF 05/17/12
VG#: REV.:
CWS-726 C
ALE: SHEET
1:20 5 OF 6
TYPICAL HEAD ANCHORAGE
INTERIOR
��
MIN. EDGE DIST. _
WINDOW SYSTEMS
SEE TABLE 1
1900 SW 44TH AVE.
MIN. EMBEDMENT
OCALA, FLORIDA 34474
SUBSTRATE BY OTHERS
SEE TABLE 1
W W W.CWS.CC
SEE TABLE 1
1/4" MAX. SHIM
PERIMETER SEALANT
MIN. EMBEDMENT
3100 ALUM.
BY INSTALLER
INSIDE AND OUT
SEE TABLE 1
MIN.DGE DIST.
SINGLpE HUNG
SEALANT BEHIND FLANGE
INSTALLATION ANCHOR
IMPACT
BYINSTALLER
MAX. SHIM
SEE TABLET1/4"
Q
Z 3 ¢Z�H-
0 w 0 U)WI-00 0'
w
zOzZW--SEALANT
OF
INTERIOR
BEHIND FLANGE ATE BY OTHERS
Ia. Lu Z _
BY INSTALLER SEE TABLE 1
Z
O
Z= 2 Q Q. W 0 p
01-0o<=FW
INSTALLATION ANCHOR
SEE TABLE 1
PERIMETER SEALANT
O
O
0 O � Z D' H to O.
Z -
U` Z
BYINSTALLER
Z
Q
p U = U -
-
INSIDE AND OUT
Z O 0 L' Z
8 HORIZONTAL SECTION
'<
wO } j 3: O
S TYPICAL JAMB ANCHORAGE
W
Q
u- W O FW-
0
~
4�1/4"
MAX. SHIM
OL �wBYINSTALLER
SEALANT BEHIND FLANGE
glOR WPERIMETER
SEALANTtiC
BY INSTALLERMIN.
EMBEDMENTINSIDE
AND OUTSEE
TABLE 1
S� C No 58201
SUBSTRATE BY OTHERS
SEE TABLE 1
:�
13 STATE OF .'w
EDIST.
SEE TABLE
VERTICAL SECTION
TYPICAL SILL ANCHORAGE
z�
9/22/2017
LUCAS A. TURNER, P.E.
TABLE 1: APPROVED INSTALLATION FASTENERS
SUBSTRATE TYPE
ANCHOR TYPE
MIN. EMBEDMENT MIN. EDGE DIST.
FL PE # 58201
1239 JABARA AVE.
NORTH PORT, FL 34288
PH.941-380-1574
SHEET DESCRIPTION:
INSTALLATION DETAILS
DRAWN BY:
DATE:
TEF
05/17/12
CWS-726
C
SCALE:
SHEET
1:2
6OF6
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
GROUT -FILLED CMU (ASTM C-90)
3/16" ELCO ULTRACON
2-1/4"
2-1/2"
2X MIN. SOUTHERN PINE (G=0:55)
3/16" ITW TAPCON
OR ELCO ULTRACON
1-3/8"
7/8"
2X MIN. SOUTHERN PINE (G=0.55)
#10 WOOD SCREW
1-3/8"
7/8"
16 GAUGE (0.060") MIN. STEEL STUD
#10-16 HILT[ KWIK-FLEXOR ITW
FULL THREAD.
7/16"