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Referenced Standard and Year (of Standard)
2/16/18, 9:01 AM
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i Lis > Application Detail .
FL4092-R8
Revision
2017
Approved
Custom Window Systems Inc.
9 4th Benue
Ocala, FL 34474
(352) 368-6922 Ext245
kpine@cws.cc
Kevin Pine
kpine@cws.cc
Jay Lathrop
1900 SW 44th Ave
Ocala, FL 34474
(352)368-6922 Ext291
jlathrop@cws.cc
Arturo Monteverde
1900 SW 44th Ave
Ocala, FL 34474
(352)368-6922 Ext221
amonteverde@cws.cc
Horizontal Slider
Evaluation Report from a Florida Registered Architect or a Licensed Florida
Professional Engineer
Evaluation Report - Hardcopy Received
Lucas A. Turner
PE-58201
Keystone Certifications, Inc.
07/21/2020
Steven M. Urich, PE
Validation Checklist - Hardcopy Received
FL4092_..,94._COI.-EvalRe oLt223E.pdf
Standard
File Copy Year
https://floridabuilding.org/pr/pr-app_dti.aspx?param=wGEVXQwtDquz931%2b,4g5f@OOzM2M4GTnBAwwDnilGdio%3d Page 1 of 3
Florida Building Code Online
,
2/16/18, 9:01 AM
Equivalence of Product Standards
Certified By
Sections from the Code
Product Approval Method
Date Submitted
Date Validated
Date Pending FBC Approval
Date Approved
MA/WDMA/CSA 101/I.S.2/A440-05
MA/WDMA/CSA 101/I.S.2/A440-08
TAS 202
d 1 Option D
09/27/2017
09/29/2017
10/03/2017
12/12/2017
FL # Model, Number or Namel Des99pltl n�"M.
4092.1 HS-8200 200 Vinyl Flange and Fi�izontal Sliding Window
• •� �• ��rrn;A.,,�� a ton n r•tl,�#ians�.�"'g4=,�,,•�,.a-
AppFL4092_.R8_IICWS-340E.pdf
Approved for use outside HVHZ: Yes Verified By: Lucas A. Turner 58201
Impact Resistant: No Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
Other: HS-8200, 54 x 62, 2 lite, DP 45 PSF; HS-82 00, 125 FL4092_R8__AE_EvalReport340E.pdf
5/8 x 62, 3 lite, DP 30 PSF. Glass complies with ASTM
E1300- Created by Independent Third Party: Yes
04.
2005
2008
1994
4097.2 HS-8200
HS-8200 Vinyl Flange/Fin Horizontal Sliding Window
J
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FL4092 _R8 II__.CWS-223E_pdf
Approved for use outside HVHZ: Yes
Verified By: Lucas A. Turner 58201
i
Impact Resistant: No
Created by Independent Third Party: Yes
Design Pressure: +40/-40
Evaluation Reports
Other: HS-8200 PVC Horizontal Slider, XO or OX, 7,
x 72",
FL4092_R8_AE EvalReport223E.pdf
DP 40 PSF. Glass conforms to ASTM E1300-04.
Y
Created by Independent Third Party: Yes
Y —�
4092.3 1HS-8200 I HS-8200 PVC Horizontal Slider, OX or XO.- _
Limits of Use Installation Instructions
Approved for use in HVHZ: Yes FL4092_118 II CWS-486C.pdIF
Approved for use outside HVHZ: Yes Verified By: Lucas A. Turner 58201
Impact Resistant: No Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
Other: HS-8200 PVC Horizontal Slider, XO or OX, 7 x 54". FL40928_AE_Eva1R Dort486C.pdf
See Installation drawings for Design Pressure. Glass complies Created by Independent Third Party: Yes
with ASTM E1300-04.
Contact Us :: 2601 Blaii
The State of Florida Is an AA/EEO employer. Coovright 200
Under Florida law, email addresses are public records. If you do n
mail to this entity. Instead, contact the office by phone or by
455.275(1), Florida Statutes, effective October 1, 2012,.Iicensee:
one. The ema!Is provided may be used for official communication u
address, please provide the Department with an email address wl
tiaC!: E9
tone Road, Tallahassee FL 32399 Phone: 850-487-1824
2013 State of Florida.:: Privacy Statement :: Accessibility, Statement :: Refund Statement
want your e-mail address released In response to a public -records request, do not send electronic
aditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section
censed under Chapter 455, F.S. must provide the Department with an email address if they have
h the licensee. However email addresses are public record. If you do not wish to supply a personal
h 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:
https://floridabuilding.org/pr/pr_app_dti.aspx?param=wGEVXQwtDquz931%2b4g5faOOzM2M4GTnBAwwDnjlGdio%3d Page 2 of 3
a
i a
HORIZONTAL SLIDER - NON -IMPACT
(SHOWN W/DIFFERENT OPTIONS)
126 7/8'
MAX. OVERALL FLANGE WIDTH
125 5/8" MAX. UNIT WIDTH
yyy
GLASS DLO
~GLASS DLO I
D
63 1/4'
MAX.
B
OVERALL
1
8
FLANGE 62,
C
HEIGHT MAX.
57 .3116"
8 55
114"
UNITUxGLASS
O
X
D GLASS
HEIGHTDLO
8 DLO
s6 9r1s'
MAX.
SASH_
HEIGHT
_
Fa
D
E
M
E
SASH WIOHT
29 3116"
GLASS DLO
63 1/4' 1
MAX. 5.ua
OVERALL MAX.
FLANGE SASH
HEIGHT HEIGI
62-
MAX.
TABLE OF CONTENTS
GENERAL NOTES & ELEVATIONS....1
GLAZING DETAILS ............................2
COMPARATIVE ANALYSIS.................3
SECTION VIEWS & ALT. FRAME .... .4-5
EXTRUSIONS & B.O.M......................6
ANCHOR SCHEDULE & NOTES .......... 7
INSTALLATION DETAILS.....................8
MAX.OVERALL
FLANGE WIDTH
54" MAX. UNIT WIDTH—j
II
z31 G=
A
GLASS DLO
B 55713/16"
GLASS
DLO
B
X
1
I
O
�
I
I
26 1 n'
MAX. SASH WIDTH
A '
GENERAL NOTES:
GENERAL NOTES:
1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED
TO COMPLY WITH THE FLORIDA BUILDING CODE (FBC), CURRENT
WINDOW SYS7ENS
EDITION.
1900 SW 44TH AVE.
OCALA, FLORIDA 34474
2. GLAZING OPTIONS: (SEE SHEET 2)
WWW.CWS.CC
3. CONFIGURATION 'OX", "XO".�XOX".
8200 PVC
4. DESIGN PRESSURE RATING (SEE SHEET 3):
-NEGATIVE DESIGN LOADS BASED ON. TESTED PRESSURE AND
HORZ. SLIDER
GLASS TABLES ASTM E-1300-04e01/O9.
NON -IMPACT
-POSITIVE DESIGN LOADS BASED ON, TESTED PRESSURE, WATER
INFILTRATION TEST PRESSURE AND GLASS TABLES
ASTM E-1300.04e01/09.
¢
z 3 ¢ z O
5. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED
z
w w o ¢ W o w
IN THE DESIGN OF THIS PRODUCT. SEE SHEET 8 FOR ANCHOR
W
W
z O z ¢ = Z L
3 00 3:
DETAILS. INDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD
w z 3
ANCHOR CALCULATIONS.
z
z= 2 a or_ W O O
O
0I-06<=I.-=
6. NOT APPROVED FOR IMPACT RESISTANCE. IMPACT PROTECTIVE
00
z - z z F j
SYSTEM IS REQUIRED IN WIND BORNE DEBRIS REGION.
za
p z v Vi z = O -
7. ALL FRAMES AND VENTS FULLY WELDED. SMALL JOINT SEAM SEALANT
¢
1"'_LLMOp�-z
g ¢ 0 H E- � O
USED AT FIXED MEETING RAIL AND JAMB
¢p ¢Q r > � 2 p i
mwo
S. SERIES / MODEL DESIGNATION HS-8200.
cl
z rn IIIw 00)i F
a �
9. THE DESIGNATION X AND 0 STAND FOR THE FOLLOWING:
¢
_ ~ Cr W 3 w rn
X = OPERABLE SASH, 0 = FIXED SASH
CL
~ 'L = a.
10 SECTION APPLY TO ALL ELEVATIONS IN A SIMILAR
Y't,i4
ION.ALLOUTS
.......y,%%'j.%OREi
11. EXTERNAL WEEP SLOT = 114" x 1" LOCATED G" FROM BOTH ENDS.
N- 58201 ';Cc
=vi ca=
STATE OF :!Lti
CONFIG.
MAX. UNIT SIZE
DESIGN PRESSURE RATING
IMPACT RATING
XO
54" x 62"
SEE COMPARATIVE ANALYSIS
CHART, SHEETS
NONE
XOX 1/4 1/2 1/4
125-5/8" x 6211
NONE
Lucas
Turner
2017-08-30
17:13+20:00
X2
8/28/2017
LUCAS A. TURNER, P.E.
FL PE k 58201
1239 JABARA AVE.
NORTH PORT, FL 34288
PH. 941-380-1574
IEET DESCRIFTION
GENERAL NOTES AND
ELEVATIONS
INNN 6Y: 1 DA ra:
AAJ j 07/01/08
lG0 N.
CWS-340 E
ALE i SHEET
1:33.33 1 OF 8
718" OVERALL 7/8' OVERALL 7/8" OVERALL 7/6' OVERALL
118" ANNEALED - 3116" ANNEALED I-- 1/8" TEMPERED i 3/16' TEMPERED
518" AIR SPACE 1.12' AIRSPACE 5/8" AIR SPACE - i 1/2' AIRSPACE
1/8" ANNEALED 3/16" ANNEALED 117
118" TEMPERED
3/16' TEMPERED
552 OR
'� PURFESIKAFLEXT GLAZE
ZE I ' In 36 PURFECT GLAZE'H" 19 n o PURFE T 552 ZE i n SIKAFLEX 552 OR
PURFECT GLAZE'H' 1=� PURFECT GLAZE "H' I I 6 PURFECT GLAZE'H'
V2" GLASS BITE
9
9
0
0
GLASS TYPE A
..
GLASS TYPE B
GLASS TYPE C
GLASS TYPE D
WINDOW SYSTEMS k_-0
1900 SW 44TH AVE.
OCALA, FLORIDA 34474
WWW.CWS.CC
8200 PVC
HORZ. SLIDER
NON -IMPACT
a
p
z 3 ¢z�
ow0 wwoo
Ill
w-joz
o
LL
a03y0=�m
Hw zi- -3:gS
Z
O
z=2Q¢wp0
Or-O ¢=F.=
U
Z
0mI-ZaI._wa
O - 0-
�Q F-F-F=z
W
OLL O Qt�!)Ow Ow
rr
Zia O�cn�
No 58201
STATE OF
zz
8/28/2017
LUCAS A. TURNER, P.E.
FL PE M 58201
1239 JABARA AVE.
NORTH PORT, FL 34288
PH. 941-380-1574
SHEET DESCRIPTION:
GLAZING DETAILS
AAJ 07/01/09
/G A' !:
CWS-340 E
AL SHEET
1:1 2OF8
XOX DESIGN PRESSURES (GLASS TYPE B OR D IN THE FD(ED L1TF- GLASS TYPE A, B. C, OR D IN THE SASH)
UNIT WIDTH (IN)
55 165 175 87 1 /2 1102 112
1108 3/4 1110 1 /4 1120 1125 5/8
UNIT
SASH WIDTH (Its
HEIGHT (IN)
15 5/8
18 7/16
21 5/16
24 7/8
29 1/8
130 7/8
31 5/16
34 1/16
35 11/16
17 7/8
+45 / -45
+45 / -45
+45 / -45
+45 / -45
+45 / -45
+45 / -45
+45 / -45
+42.5 / -42.5
+40 / -40
29 1 /2
+45 / -45
+45 / -45
+45 / -45
+45 / -45
+45 / -45
+40.1 / -40.1
+39.1 / -39.1
+33.5 / -33.5
+30.9 / -30.
31 1 /2
+45 / -45
+45 / -45
+45 / -45
+45 / -45
+45 / -45
+40 / -40
-139 / -39
+33.1 / -33.1
+30.4 / -30.
35 1 /2
+45 / -45
+45 / -45
+45 / -45
+45 / -45
+45 / -45
+40 / -40
+39 / -39
+32.9 / -32.9
+30 / -30
39 1 /2
+45 / -45
+45 / -45
+45 / -45
+45 / -45
+45 / -45
+40 / -40
+39 / -39
+32.9 / -32.9
+30 / -30
41 1 /2
+45 / -45
+45 / -45
1 +45 / -45
+45 / -45
+45 / -45
+40 / -40
+39 / -39
+32.9 / -32.9
+30 / -30
43 112
+45 / -45
+45 / -45
+45 / -45
+45 / -45
+45 / -45
+40 / -40
+39 / -39
+32.9 / -32.9
+30 / -30
47 1 /2
+45 / -45
+45 / -45
+45 / -45
+45 / -45
+45 / -45
+40 / -40
+39 / -39
+32.9 / -32.9
+30 / -30
51 1 /2
+45 / -45
+45 / -45
+45 / -45
+45 / -45
+43.8 / -43.8
+40 / -40
+39 / -39
+32.9 / -32.9
+30 / -30
53 1 /2
+45 / -45
+45 / -45
+45 / -45
+44.7 / -44.7
+41.3 / -41.3
+40 / -40
+39 / -39
+32.9 / -32.9
+30 / -30
55 1 /2
+45 / -45
+45 / -45
+45 / -45
+42.4 / -42.4
+39 / -39
+38 / -38
+37.7 / -37.7
+32.9 / -32.9
+30 / -30
62
+45 / -45
+44.9 / -44.9
+40.4 / -40.4
+36.4 / -36.4
+33.1 / -33.1
+32.1 / -32.1
+31.8 / -31.8
+30.6 / -30.6
+30 / -30
XO OR OX DESIGN PRESSURES (GLASS TYPEA, B, C, OR D)
UNIT WIDTH (IN)
UNIT
HEIGHT (IN)
29.5
31.5
35.5
39.5
41.5
43.5 ,
51.5
54
-17.875-
+4S-/ =67:5-
-+45-/ -67: S
+45`/ =67.S-
+454--67:5-
+45-/--67-.5-
-+45-/-67-.5-
-+454--61.9-
-+45 /-54.6-
-+454-5M
29.5
+45/-67.5
+45/-67.5
+45 / -67.5
+45/-67.5
+45/-67.5
+45/-67.5
+45 / -58.2
+45 / -49.5
+45 / -45
31.5
+45/-67.5
+45/-67.5
+45/-67.5
+45/-67.5
+45/-67.5
+45 / -67.5
+45 / -58.2
+45 / -49.5
+45 / -45
35.5
+45/-67.5
445 / -67.5
+45/-67.5
+45/-67.5
+45/-67.5
+45 / -67.5
+45 / -58.2
+45 / -49.5
+45 / -45
39.5
+45/-67.5
+45/-67.5
+45/-67.5
+45/-67.5
+45/-67.5
+45/-67.5
+45 / -58.2
+45 / -49.5
+45 / -45
41.5
+45/-67.5
+45/-67.5
+45/-67.5
+45 / -67.5
+45/-67.5
+45 / -67.5
+45 / -58.2
+45 / -49.5
+45 / -45
43.5
+45 / -67.5
+45/-67.5
+45 / -67.5
+45/-67.5
+45/-67.5
+45 / -67.5
+45 / -58.2
+45 / -49.5
+45 / -45
49
/ -67.5
+45/-67.5
+45/-67.5
+45/-67.5
+45 / -67.5
+45/-67.5
+45 / -58.2
+45 / -49.5
+45 / -45
51.5
+45/-67.5
+45/-67.5
+45/-67.5
+45 / -67.5
+45/-67.5
+45 / -66.7
+45 / -58.2
+45 / -49.5
+45 / -45
53.5
+45 / -67.5
+45/-67.5
+45/-67.5
+45 / -67.5
+45 / -65.9
+45 / -63.6
+45 / -58.2
+45 / -49.5
+45 / -45
55.5
+45/-67.5
+45/-67.5
+45 / -67.5
+45 / -65.4
+45 / -629
+45 / -60.7
+45 / -56.9
+45 / -49.5
+45 / -45
59.5
+45/-67.5
+45/-67.5
+45 / -65.6
+45 / -60.1
+45 / -57.8
+45 / -55.7
+45 / -52.1
+45 / -49.1
+45 / -45
62
+45/-67.5
+45/-67.5
+45 / -62.5
+45 / -57.2
+45 / -55
+45 / -53
+45 / -49.5
+45 / -46.6
+45 / -45
WINDOW SYSTEMS
1900 SW 44TH AVE
OCALA, FLORIDA 34474
WWW.CWS.CC
8200 PVC
HORZ. SLIDER
NON -IMPACT
a z � ¢z�
ow0 <w0 ci
Kw
o zom?>0M3m
LL II--w3zl-3gx
z zxma¢wp0
O O�O�jda=F,o
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a
J� Ne 58201
V: -
'P t STATE OF 1.44
z-;�
8/28/2017
LUCAS A. TURNER, P.E.
FL PE k 58201
1239 JABARA AVE.
NORTH PORT, FL 34288
PH. 941-380-1574
COMPARATIVE ANALYSIS
NOTES: AA 07/01/08
DWG i• FEV
1. IF SIZE INTENDED IS NOT SHOWN, USE NEXT LARGER SIZE CWS-340 E
2. All XOX UNITS MUST USE EITHER GLASS TYPE B OR TYPE D ONLY. SCALE SHEET
1:1 3 OF 8
INTERIOR
(200M
WINMW SYSTEMS
35 6 3 2 30 6 7 43 9 10 26 ,/�
1900 SW 44TH AVE.
T T'
OCALA, FLORIDA 34474
1
www.CWS.cC
8200 PVC
HORZ. SLIDER
NON -IMPACT
<
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I-
w
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SECTION VIEW B-B
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8/28/2017
LUCAS A. TURNER, P.E.
FL PE M 58201
a
1239 JABARA AVE.
o
o--
NORTH PORT, FL 34288
PH. 941-380-1574
55
ALTERNATE FIN FRAME SECTION VIEW
SHEET DESCRIPTION.
SECTION VIEWS
SECTION VIEW A -A
OX
DA,"WN BY: -lonTE:
AAJ I 07/01/08
DWG q•RE.'
ITEMS NOT SHOWN FOR CLARITY:
CWS-340 E
20. 25. 27, 34, 39. 40. 41, 48. 51. 52
SCALE SHEET
1:2 40F8
INTERIOR
ERIOR
SECTION VIEW D-D
ITEMS NOT SHOWN FOR CLARITY:
20, 25. 27, 34, 39, 40, 41, 48, 51, 52
FINTERIOR
0
SECTION VIEW F-F
ALTERNATE FIN FRAME
1900 SW 44TH AVE.
OCALA, FLORIDA 34474
www.cws.cc
8200 PVC
HORZ. SLIDER
NON -IMPACT
a
z $ ¢z�
❑w0 ¢W0W
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No 58201 ,".0,
STATE OF ; tt!
zszr—1
8/28/2017
LUCAS A. TURNER, P.E.
FL PE N 58201
1239 JABARA AVE.
NORTH PORT, FL 34288
PH. 941-380.1574
SHEET DESCRIPTION.
SECTION VIEWS
XOX
AAJ I 07/01/08
VGd J'
CWS-340 E
'A" SHEET
1:2 5OF8
x
43
44
45
46
x.
or
3 1/B°--{
I 1
2
fti—J, 3
211/16' 4
1/16'
Lr—
PVC FRAME FLANGE
H-6031
3
H-6026
�2 3/1fi°
7
5/6'
.1� 1I16'
PVC SASH MTG. RAIL
H-6027
11
1 5I/6'
L 1/16'
PVC SASH TOP/BTM RAIL
H-6004
1 15/16- 1
i--F9
5I16- �q
L
PVC SASH SIDE RAIL
H-6028
5
2E�b_
1116„
FIXED MTG RAIL
H-1836
7/16'
1 im.,
1 j16.
1/2"�
.-Z
�
r 1 1/0'-1
5/16"_-ILlll
3/4"
1/16"
7r
T
ROLLER TRACK
HORZ SCRN ADAPTOR
VERT SCRN ADAPTOR
REINF. SBR/SSR
S-1776
S-6013
8-6014
S-1498
x 16 1-lberglass
9f16•_. _
r
55 Dia., Blk.
Dapa
Hurley
1
1/4"
1314
S
Fla.Spring
1 5116"
7/8"
Fin., PVC
Mikron PVC
I vt6'
L_
VC
Team Plastic Rubber
J—
PVC FIXED RAIL COVER
PVC GLAZEBEAD
S-6063
S-6064
CORNER CONSTRUCTION
WINDOW SYSTEMSf
1900 SW 44TH AVE.
OCALA, FLORIDA 34474
WWW.CWS.CC
8.Zoo PVC
CORNER WELD
(ALL SIDES)
76
HORZ. SLIDER
NON -IMPACT
a
Z 3 ¢ZO
ow0 mwoa
ZoZYOX3:E
o
lL
Z
1-w Zf-}:2y
Z=2<cr 1100
FIXED MEETING RAIL
SCREWED TOGETHER WITH
O
O
O 1- O U d
O M Z rn a
ZO
OUTERFRAME
Z
6 U � ' F U �
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1/6'
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REINF. SASH MTG. RAIL
S-1497
112"
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T_ 55
SCREW SUPPORT
P-3113
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8/28/2017
LUCAS A. TURNER, P.E.
FL PE N 58201
1239 JABARA AVE.
NORTH PORT, FL 34288
PH. 941-380-1574
BOM AND EXTRUSIONS
AAJ i 07/01/08
Dwcx RE•/.:
CWS-340 E
LINE ITEMS NOT USED: , 37, 53 NOTE: ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED. SCALE SHEET
16, 19.20, 28, 32-331.2
6OF8
It
6*MAX.TYP. (TYPJ
@ SASH
6' MA. (TYP.)
6' MAX (TYP.)
16" MAX. O.C.
(TYP.)
9" MAX. O.C. X
(TYP.)
ANCHOR O MIDSPAN—
(TYP.)
3' (TYP.)
11 J116' MAX. O.C. (TYP.)
@ FIXED
—SEE NOTE 2
9
ANCHOR LAYOUT - (FLANGE)
4' MAX. (TYP.) --I
�8' MAX. O.C. (TYP.)
4' MAX. (TYP.)
8' MAX. D.C.
(TYP)
ANCHOR LAYOUT - (FIN)
9
X
INSTALLATION
ANCHOR (TYP.)
15" MAX. O.C. (TYP.)
6" MAX. MR)
6" 6" MAX. (TYPJ� I i I j'-3" (TYP.)
10" MAX O.C. J �� O II X
(TYP.)
ANCHOR LAYOUT - (FLANGE)
4- MAX. (TYP.) 8' MAX. O.C.
NOTE 2 4" MAX MP.) �
-INSTALLATION
ANCHOR (TYP.) 8' MAX. O.C.
(TYP)
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ANCHOR LAYOUT - (FIN)
INSTALLATION
ANCHOR (TYP)
1900 SW 44TH AVE.
OCALA, FLORIDA 34474
WWW.CWS.CC
8200 PVC
HORZ. SLIDER
NON -IMPACT
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STATE OF
NOTES:
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1. INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION. SILL ANCHOR SPACING SAME AS HEAD.
2. SHIM AS REO AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX. ALLOWABLE SHIM STACK TO BE 1/4". USE SHIMS WHERE SPACE GREATER THAN Ill 6" 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 8.
8/28/2017
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
LUCAS A. TURNER, P.E.
BE PROTECTED TO PREVENT REACTION.
FL PE # 58201
1239 JABARA AVE.
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
NORTH PORT, FL 34288
MINIMUM
SPECIFIED IN TABLE 1, SHEET 8.
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 - 1 X BUCKS ARE
SHEET DESCRIPTION:
OPTIONAL.
ANCHOR SCHEDULE AND
NOTES
7. A MINIMUM CENTER -TO -CENTER SPACING SHALL BE MAINTAINED 13ETWEEN ALL FASTENERS: 3"FOR MASONRY, 1" FOR WOOD AND METAL.
DRAWN or 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.
AAJ 07/01/08
SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET. SHEET 8. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED.
uwuzl Ev.
9. SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE
CWS-340 E
DOCUMENTS:
FMA/AAMA 100(FIN WINDOWS), FMA/AAMA 200(FLANGE WINDOWS), FMAM/DMA 250(BOX WINDOWS), FMA/AAMAANDMA 300(EXTERIOR DOORS)
sGA:
SHEET
1:40 7 OF 8
SUBSTRATE BY OTHERS
SEE TABLE 1
PERIMETER SEALANT -
BYINSTALLER
INSIDE AND OUT
SEALANT BEHIND -
FLANGE BY INSTALLER
INSTALLATION
SEE TABLE 1
SEALANT BEHIND
FLANGE BY INSTALLER
PERIMETER SEALANT -
BYINSTALLER
INSIDE AND OUT
SUBSTRATE BY OTHERS
SEE TABLE 1
TYPICAL HEAD ANCHORAGE
I MIN. EDGE DIST.
SEE TABLE i
/ MIN. EMBEDMEI
SEE TABLE 1
114" MAX. SHIM
114" MAX SHIM
j MIN. ED
SEE TABLE
i
-1 MIN. EDGE DIST.
SEE TABLE 1
q VERTICAL SECTION
8 TYPICAL SILL ANCHORAGE
MIN. EMBEDMENT
SEE TABLE I SUBSTRATE
BY OTHERS
114" MAX. SHIM SEE TABLE 1
MIN. EDGE DIST.
_ SEETABLEI
INSTALLATION ANCHOR
SEE TABLE 1
PERIMETER SEALANT
BYINSTALLER
INSIDE AND OUT
-- SEALANT BEHIND
FLANGE BY INSTALLER
HORIZONTAL SECTION
TYPICAL JAMB ANCHORAGE
TABLE 1: APPROVED INSTALLATION FASTENERS '
FRAME TYPE
SUBSTRATE TYPE
ANCHOR TYPE
MIN. EMBEDMENT
MIN. EDGE DIST.
FLANGE
CONCRETE (2.0 KSI MIN.)
3116" ITW TAPCON
1.1/2"
1.1/8"
FLANG
GROUT -FILLED CMU (117 PCF MW.)
3/16" ITW TAPCON
1"
2"
FLANGE
CONCRETE (2. I M .
FLANGE
GROUT -FILLED CMU (ASTM C-90)
3116" ELCO ULTRACON
1.1/4"
2-1/2"
FLANGE
- 651 ,,
/1611 APGO ULT�G JO
FLANGE
PX MIN. SOUTHERN PINE (G=0.55)
#10 WOOD SCREW
1-3/8"
7/5"
FLANGE
16 GAUGE (0.060") MIN. STEEL STUD
(33 KSI YIELD MIN)
#10.16HILTIKWIK-FLEX ORITW
TEKS SELF -DRILLING SCREW
FULLTHREAD
THRU 0.060"
7/16"
FLANGE
1/8" ALUM. (6063-T5 MIN.) OR
1/8" STEEL (33 KSI MIN.)
#10 GRADE 5 SELF -TAPPING /
DRILLING SCREW
FULL THREAD
THAU 0.125"
7/16"
FIN
2XMIN. SOUTHERN PINE (C=0.55)
1#8 WOOD SCREW
1-1/2"
7/16"
MIN. EDGE DIST.
SUBSTRATE
. . .
-v
SEE TABLE 1
BY OTHERS
1900 SW 44TH AVE.
1!4" MAX. SHIMSEE
TABLE 1
OCALA, FLORIDA 34474
www.cws.cc
8200 PVC
HORZ. SLIDER
EMBEDMENT
NON -IMPACT
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No 56201
f
STATE OF
•<OR1CP
8/28/2017
LUCAS A. TURNER, P.E.
FL PE # 58201
PERIMETER SEALANT
1239 JABARA AVE.
BY INSTALLER
NORTH PORT. FL 34288
INSIDE AND OUT
PH. 941-360-1574
HORIZONTAL
`8 BOX FRAME INSTALLATION
SHEET OESCRIPTiON.
HEAD AND SILL SIMILAR FOR BOX INSTALLATION
INSTALLATION DETAILS
FLANGE REMOVAL NOTE: PARTIALLY OR FULLY REMOVING THE. FLANGE,
UP TO AND INCLUDING A BOX -FRAME APPLICATION IS ACCEPTABLE PROVIDED:
DRAW" By'IDA1E:
AN 07/01/08
MIN. 114"FILLET OF CONSTRUCTION -GRADE ADHESIVE CAULK IS APPLIED
OWG 91 lHt:v.:
INSIDE AND OUT, FULL PERIMETER. BY INSTALLER.
CWS-340 E
PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS
SHOWN FOR FLANGE WINDOWS.
:GALE SHEET
1:2 I 8OF8