astm e1300-04 aama/wdma/csa/101/i.s.2/a-440-05 2005 ... · florida building code online
TRANSCRIPT
Florida Building Code Online
https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquH1FzfePouW%2fXKHGu7eopKQ%2fuew2v7sGMhY3Dus4dQrQ%3d%3d[2/8/2018 11:37:24 AM]
BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats & Facts Publications FBC Staff BCIS Site Map Links Search
Product Approval USER: Public User
Product Approval Menu > Application Detail
FL #FL14851-R4Application TypeAffirmationCode Version2017Application StatusApproved
CommentsArchived
Product ManufacturerCustom Window Systems Inc.Address/Phone/Email1900 SW 44th Avenue
Ocala, FL 34474(352) 368-6922 Ext [email protected]
Authorized SignatureKevin Pine
Technical RepresentativeErin KossAddress/Phone/Email1900 SW 44th Ave.
Ocala, FL 34474(352) 368-6922 Ext [email protected]
Quality Assurance RepresentativeJay LathropAddress/Phone/Email1900 SW 44th Ave.
Ocala, FL 34474(352) 368-6922 Ext [email protected]
CategoryExterior DoorsSubcategorySwinging Exterior Door Assemblies
Compliance MethodEvaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer Evaluation Report - Hardcopy Received
Florida Engineer or Architect Name who developed theEvaluation Report
Lucas Turner
Florida LicensePE-58201Quality Assurance EntityKeystone Certifications, Inc.Quality Assurance Contract Expiration Date07/21/2020Validated BySteven M. Urich, PE
Validation Checklist - Hardcopy Received
Certificate of IndependenceFL14851_R4_COI_EvalRep CWS-640C (SD-8750, NI).pdf
Referenced Standard and Year (of Standard)StandardYear
AAMA/WDMA/CSA/101/I.S.2/A-440-052005ASTM E1300-042004
Florida Building Code Online
https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquH1FzfePouW%2fXKHGu7eopKQ%2fuew2v7sGMhY3Dus4dQrQ%3d%3d[2/8/2018 11:37:24 AM]
Equivalence of Product StandardsCertified By
Sections from the Code
I affirm that there are no changes in the new Florida Building
Code which affect my product(s) and my product(s) are incompliance with the new Florida Building Code.
Documentation from approved Evaluation or Validation EntityYesNoN/A
FL14851_R4_COC_6thEdFBC-FL14851.pdf
Product Approval MethodMethod 1 Option D
Date Submitted09/06/2017Date Validated09/06/2017Date Pending FBC ApprovalDate Approved09/10/2017
Summary of Products
FL #Model, Number or NameDescription
14851.1SD-8750, Non-ImpactSD-8750 French Door w/ SD-8710 Sidelights, Non-Impact.
Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +70/-70 Other: French Door w/ Sidelights, Max. French Door 6' x 8',Max. Single Door 3' x 8', Max. Sidelight 3' x 8', DP +/- 70 psf.Glass complies to ASTM E1300-04.
Installation Instructions FL14851_R4_II_CWS-640C (SD-8750, NI).pdf Verified By: Lucas Turner 58201 Created by Independent Third Party: YesEvaluation Reports FL14851_R4_AE_EvalRep CWS-640C (SD-8750, NI).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. 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 electronicmail 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 haveone. 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 personaladdress, 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:
2/5/2016
Lucas A. Turner, P.E.
FL PE #58201
Evaluation Report 640C
February 5, 2016
Product Description: Series SD-8700, FD-8750, SLT-8710 PVC Swinging Door, Non Impact,
3’x8’ nominal panel size max.
Manufacturer: Custom Window Systems, Inc. 1900 SW 44th Ave, Ocala, FL 34474
Statement of Compliance: This report evaluates the above-listed product per the requirements
of FAC Product Approval Rule Chapter 61G20-3.005 (4). This product complies with the
requirements of the 5th Edition (2014) Florida Building Code outside 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-640C, signed and sealed by Lucas A. Turner, P.E. 3) Test Reports NCTL-210-3761-3 from National Certified Testing Laboratories, Orlando,
FL signed and sealed by Gerard J. Ferrara, P.E.
a. Testing Performed: AAMA/WDMA/CSA 101/I.S.2/A440-05 4) Supplemental Calculations to support CWS-640C, signed and sealed by Lucas A. Turner,
P.E.
Installation: Units must be installed according to approval document CWS-640C.
Limitations of Use: This product:
• May be used in up to 79” x 97” XX sizes, 40” x 97” X sizes, and 36 3/16” x 97” Sidelite sizes, with glass types and max. glass daylight sizes as shown in CWS-640C
• Achieves design pressures as shown in CWS-640C • Is nonimpact and requires the use of shutters in windborne debris regions • May not be used in the High Velocity Hurricane Zone • Requires Quanex (Mikron) white rigid PVC framing as shown in CWS-640C • Anchors indicated in CWS-640C shall be pan or hex head type and shall have a head or
washer (integrated or separate) diameter of 0.420” min.
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.
URNER ENGINEERING &
CONSULTING, INC.
T 1239 Jabara Ave.
North Port, FL 34288
Ph. 941-380-1574
FBPE C.O.A. #29779
SWING DOOR & SIDELITE - NON-IMPACT
-- 79" MAX. FRENCH DOOR WIDTH37 5/8" MAX. · ·
PANEL WIDTH
26 5/8" -
GLASS DLO
97"
MAX.
UNIT
HEIGHT
95 3/16"
MAX.
PANEL
HEIGHT
84 3/16"
GLASS
DLO
8 1
C
X
SEE
NOTE 4
X
FRENCH DOOR
TABLE OF CONTENTS
GENERAL NOTES & ELEVATIONS
DP CHART & GLAZING DETAIL
SECTION VIEWS
ROM
EXTRUSIONS
ANCHOR SCHEDULE & NOTES
INSTALLATION DETAILS
1-3
4
5-7
8
9
10-11
12-13
r
A
12
,C1 -FLUSH BOLTON
INACTIVE PANEL
TYPE
40" MAX. SINGLE --
DOOR WIDTH
37 5/8" MAX.
PANEL WIDTH
SINGLE
26 5/8"
GLASS DLO
FRENCH
97"
MAX.
UNIT
HEIGHT
SIDELITE
95 3/16"
MAX.
PANEL
HEIGHT
84 3/16"
GLASS
DLO
B
37-5/8" x 95-3/16"
X
36 3/16" MAX.
SIDELITE WIDTH
33 5/8" MAX.
PANEL WIDTH
22 5/8"
GLASS DLO
A --3 681/2
1--f20"
i__1_
B
SEE
NOTE 4
1 81/2"Ili
SINGLE DOOR
MAX. PANEL SIZE
33-5/8" x 94-5/8"
D
E
-1
D --1 c13
SIDELITE
E
„ NOTE:
H INGE SPACINGS ARE 8-1/2"
FROM ENDS AND 20" MAX. O.C.
FOR 81" TO 97" UNIT HEIGHT.
D
13
83 5/8"
GLASS
DLO
94 5/8"
MAX.
PANEL
HEIGHT
97"
MAX.
UNIT
HEIGHT
DESIGN PRESSURE RATING
SEE COMPARATIVE ANALYSIS
CHART, SHEET 4
GENERAL NOTES:
1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED
TO COMPLY WITH FLORIDA BUILDING CODE (FBC), CURRENTEDITION.
2. GLAZING OPTIONS: (SEE SHEET 4)
3. CONFIGURATIONS: SINGLE OUTSWING, SINGLE OUTSWINGw/SIDELITE(S), FRENCH DOOR(S), FRENCH DOOR(S)w/SIDELITE(S), SIDELITE NOT ATTACHED.
4. LOCK OPTIONS:
UP TO 6'8":
A. DOUBLE BORE w/TWO (2) INTERIOR FLUSH BOLTS.HANDLE SET @ 36"
B. MORTISE LOCK w/ TWO (2) INTERIOR FLUSH BOLTS.HANDLE SET @ 34"
C. MULTIPOINT (4 PT.)HANDLE SET @ 34" Lucas A. Turner
ABOVE 6'8": 2016-02-05A. MULTIPOINT (5 PT.) 10:46-05:00
HANDLE SET @ 34"
5. DESIGN PRESSURE RATING (SEE SHEET 4):-NEGATIVE DESIGN LOADS BASED ON, TESTED PRESSURE ANDGLASS TABLES ASTM E-1300-04.
-POSITIVE DESIGN LOADS BASED ON, TESTED PRESSURE, WATERINFILTRATION TEST PRESSURE AND GLASS TABLES
ASTM E-1300-04.
6. ANCHORAGE: THE 331/3% STRESS INCREASE HAS NOT BEEN USED
IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 12-13 FOR ANCHOR
DETAILS. WINDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD
ANCHOR CALCULATIONS.
7. NOT APPROVED FOR IMPACT RESISTANCE. IMPACT PROTECTIVE
SYSTEM IS REQUIRED IN WIND BORNE DEBRIS REGION.
8. ALL FRAMES ARE PROCESSED AND SCREWED TOGETHER. PANELS
ARE PROCESSED AND ASSEMBLED VIA TIE ROD.
9. SERIES / MODEL DESIGNATION SD-8700, FD-8750, SLT-8710.
10. THE DESIGNATION X AND O STAND FOR THE FOLLOWING:
X = OPERABLE SASH, 0 = FIXED SASH
11. SECTION CALLOUTS APPLY TO ALL CONFIGURATIONS IN A SIMILAR
LOCATION.
12. INTERIOR FLUSH BOLTS ON ACTIVE PANEL TO BE ENGAGED PRIOR TO
SEVERE WEATHER.
13. QUALIFIED ALTERNATIVE LOCKSET/DEADBOLT HARDWARE IS
GRADE 2 BY PAMEX AND DELANY.
14. MAX. PANEL WIDTHS APPLY TO ALL CONFIGURATIONS, MULLED ORNON-MULLED UNITS.
IMPACT RATING
NONE
C=f=.ESWINDOW SYSTEIMS
1900 SW 44TH AVE.
OCALA, FLORIDA 34474WWW.CWS.CC
8700/10/50 PVCSWING DOOR
NON-IMPACT
Z
LU
0
@CO
LU
D
0
05
LU
0Z
00
(D
-
%0
Z
LU
CO
LU
<C
1:35
LO
SS0
LU1-<C
0000".444''
Z>5·525 E N 4·91,No 58201 6 5I -
:*E*-
-.
5 -0 5 .OC:
S 13 % STAl E OF i 4, CCO: .4,2
*::< OR, !%9*4;AD:C 9» 2
'4'.,IN"ll.0
fz-2/5/2016
SHEET DESCRIPTION:
GENERAL NOTES AND
ELEVATIONS
0
IL
63<C
D
<C
LUCAS A. TURNER, P.E.FL PE # 58201
1239 JABARA AVE.
NORTH PORT, FL 34288PH. 941-380-1574
DRAWN BY:
DWG #:
ADE
CWS-640
SCALE:
DATE:
09/08/11
0
0[0IL
0T--=
0
@<C
2D
CO
REV.:
C
SHEET
1 OF 13
Z0
1-a-
CC
0
LU
0Z
CDZ
0
CD
>UJ
36 3/16" MAX.
SIDELITE WIDTH
33 5/8"
PANEL WIDTH
97"
MAX.
UNIT
HEIGHT
97"
MAX.
UNIT
HEIGHT
94 5/8"
SIDELITE
HE GHT
83 5/8"
SIDELITE
GLASS
DLO
36 3/16" MAX.
SIDELITE WIDTH
94 5/8"
SIDELITE
HE GHT
33 5/8" MAX.
PANEL WIDTH
A
83 5/8"
SIDELITE
GLASS
DLO
0
- 22 5/8" -
GLASS DLO
- 22 5/8" -
GLASS DLO
0
X
X
151 3/8" MAX. UNIT WIDTH. 79" --.
MAX. FRENCH DOOR WIDTH
- 375/8" MAX. -]PANEL WIDTH
SEE
NOTE 4
SHTl
1
IT
11
X
FLUSH
BOLT
ONINACTIVE
PANEL
- 26 5/8" -
GLASS DLO
FRENCH DOOR w/SIDELITES
115 3/16" MAX. UNIT WIDTH
79"
MAX. FRENCH DOOR WIDTH
SEE
NOTE 4
SHT 1
FRENCH DOOR w/SIDLITE
X
FLUSH
BOLT
ONINACTIVE
PANEL
- 26 5/8" -
GLASS DLO
1
37 5/8" MAX.
DOOR WIDTH
A
84 3/16"
DOOR
GLASS
DLO
--1
0
A
95 3/16"
PANEL
HEIGHT
A
84 3/16"
DOOR
GLASS
DLO
1
95 3/16"
PANEL
HEIGHT
36 3/16" MAX.
SIDELITE WIDTH
33 5/8" MAX.
PANEL WIDTH
1 /97"
MAX.
UNIT
HEIGHT
94 5/8"
SIDELITE
HE GHT
83 5/8"
SIDELITE
GLASS
DLO
0
-763/16" MAX. UNITWIDTH-
SEE
NOTE 4
SHTl
- 225/8" --
GLASS DLO
X
265/8" -
GLASS DLO
SINGLE DOOR w/SIDELITE
--40" MAX. SINGLE
DOOR WIDTH
37 5/8" MAX.
DOOR WIDTH
A
84 3/16"
DOOR
GLASS
DLO
1
95 3/16"
PANEL
HEIGHT
(05=2=.ESWINDOW SYSTEIMS
1900 SW 44TH AVE.
OCALA, FLORIDA 34474WWW.CWS.CC
8700/10/50 PVCSWING DOOR
NON-IMPACT
Z
LU
2/5/2016
DWG #:
ADE
SCALE:
1:35
@CO
LU
D
0
05
LU
0Z
00
0
(D
-
%0
Z
LU
CO <C
LU1-<C
pNO RE W >, 4,-2- ......... , (/A*-*c E N 4..: 92%
: 6%2.4 : No 58201 fs 5
-
*E-
= --0: :C:S TA 1 E O F / 4/ c
502
.%,«,9.8.\ 3.:19/"4 e/ONAL *'-Z"'
"/'ll"I" '10%'
LUCAS A. TURNER, P.E.FL PE # 58201
1239 JABARA AVE.
NORTH PORT, FL 34288PH. 941-380-1574
SHEET DESCRIPTION:
GENERAL NOTES AND
ELEVATIONS
DRAWN BY:
CWS-640
DATE:
REV.:
LO
SS0
0
IL
63<C
D
LU
<C
09/08/11
0
0[0IL
0T--=
0
@<C
2D
CO
C
SHEET
2 OF 13
Z0
1-a-
CC
0
LU
0Z
CDZ
0
CD
>UJ
40" MAX. SINGLE -
DOOR WIDTH
37 5/8" MAX.
PANEL WIDTH
26 5/8"
GLASS DLO
81"
MAX.
UNIT
HEIGHT
a
79 3/16"
PANEL
HEIGHT
68 /16"
GLASS
DLO
36 3/16" MAX.
SIDELITE WIDTH
33 5/8" MAX.
PANEL WIDTH
81"
MAX.
UNIT
HEIGHT
78 5/8"
SIDELITE
HE GHT
67 5/8"
SIDELITE
GLASS
DLO
I I
1i
'FLUSH
BOLT
7
0
X
SEE
NOTE 4
SHTl
SINGLE DOOR
- 225/8" -GLASS DLO
.
81/2"
-f21 5/16"
_1
Illi81/2"
NOTE:
HINGE SPACINGS
ARE 8-1/2" FROM
ENDS AND 21-5/16"
MAX. O.C. UP TO
81" UNIT HEIGHT.
151 3/8" MAX UNIT WIDTI I
79" MAX. FRENCH DOOR WIDTH
- 37 5/8" MAX. -
PANEL WIDTH
X Qi
SEE
NOTE 4
SHT 1
i1 ii
1-_
Q X
FRENCH DOOR w/SIDELITES
FLUSH
BOLT
- 26 5/8" -
GLASS DLO
0
37 5/8" MAX.
PANEL WIDTH
26 5/8"
GLASS DLO
f A81"
MAX.
UNIT
HEIGHT
79 3/16"
PANEL
HEIGHT
68 3/16"
DOOR
GLASS
DLO
A
I--
68 3/16" |GLASS
DLO
1 1
A
79 3/16"
DOOR
PANEL
HEIGHT
79" MAX. FRENCH DOOR WIDTH
IM
FLUSH
BOLT
X e® X-4 .4
SEE
NOTE 4
SHTl
11
FRENCH DOOR
36 3/16" MAX.
SIDELITE WIDTH
33 5/8" MAX.
PANEL WIDTH
f A81"
MAX.
UNIT
HEIGHT
78 5/8"
SIDELITE
HE GHT
67 5/8"
SIDELITE
GLASS
DLO
- 22 5/8" -
GLASS DLO
0
36 3/16" MAX.
SIDELITE WIDTH
33 5/8" MAX.
PANEL WIDTH
22 5/8"
GLASS DLO
f .81"
MAX.
UNIT
HEIGHT
78 5/8"
PANEL
HE GHT
112 3/8" MAX. UNIT WIDTH
$
- 37 5/8" MAX. -
PANEL WIDTH
X
67 5/8"
GLASS
DLO
li
FLUSH
BOLT
- 26 5/8" --
GLASS DLO
SIDELITE
SINGLE DOOR w/SIDELITES
0
0
40" MAX. SINGLE
DOOR WIDTH
68 3/16"
DOOR
GLASS
DLO
79 3/16"
DOOR
PANEL
HEIGHT
(05=2=.ESWINDOW SYSTEIMS
1900 SW 44TH AVE.
OCALA, FLORIDA 34474WWW.CWS.CC
8700/10/50 PVCSWING DOOR
NON-IMPACT
Z
LU
0
(D
-
%0
@CO
LU
D
0
05
LU
0Z
00
Z
LU
CO
LU
<C
<C
0000".444'00' p>40 RE kv, » „,
2 43> ...fs i K %11 fireer:4:. '64/2." No 58201 '*. 13 5--*
5 -0 5 :a::
•. STAl E OF :**«8:1]*
#.4,/,11.4
2/5/2016
LUCAS A. TURNER, P.E.FL PE # 58201
1239 JABARA AVE.
NORTH PORT, FL 34288PH. 941-380-1574
SHEET DESCRIPTION:
0
IL
63<C
D
0[0IL
0T--=
0
@<C
2D
0
CO
GENERAL NOTES AND
ELEVATIONS
DRAWN BY:
DWG #:
ADE
CWS-640
SCALE:
1:35
DATE:
REV.:
LO
SS0
LU1-<C
09/08/11
C
SHEET
3 OF 13
Z0
1-a-
CC
0
LU
0Z
CDZ
0
CD
>UJ
HEIGHT
78
84
90
97
18
+70.0 / -140.0
+70.0 / -140.0
+70.0 / -137.1
+70.0 / -126.2
SIDEL
24
+70.0 / -126.2
+70.0 / -115.7
+70.0 / -106.8
+70.0 / -98.0
ITE
30
+70.0 / -101.9
+70.0 / -96.6
+70.0 / -88.8
+70.0 / -81.3
36 3/16
+70.0 / -70.0
+70.0 / -70.0
+70.0 / -70.0
+70.0 / -70.0
29 1/2
+70.0 / -116.0
+70.0 / -106.0
+70.0 / -97.6
+70.0 / -89.3
WIDTH
XSINGLE
31 1/2
+70.0 / -110.2
+70.0 / -100.6
+70.0 / -92.5
+70.0 / -84.5
DOOR
37 1/2
+70.0 / -79.8
+70.0 / -79.8
+70.0 / -79.8
+70.0 / -73.5
40
+70.0 / -70.0
+70.0 / -70.0
+70.0 / -70.0
+70.0 / -70.0
59 1/2
+70.0 / -113.7
+70.0 / -103.9
+70.0 / -95.6
+70.0 / -87.4
)0< FRENCH
63 1/2
+70.0 / -108.3
+70.0 / -98.8
+70.0 / -90.8
+70.0 / -82.9
DOOR
71 1/2
+70.0 / -85.5
+70.0 / -85.5
+70.0 / -82.8
+70.0 / -75.5
WHEN DOO RS ARE ASSEMBLED WITH SIDELITES, THE LESSER OF THE SIDELITE PRESSURE OR DOOR PRESSURE FROM THE -ABLES ABOVE SHALL APPLY.
71
72
./1
J-l
.
r
1" OVERALL
79
+70.0 / -70.0
+70.0 / -70.0
+70.0 / -70.0
+70.0 / -70.0
3/16" TEMPERED
5/8" AIRSPACE
- 3/16" TEMPERED
r., SIKA - SIKAFLEX 552 or
HENKEL - PURFECT GLAZE "H"3/4" GLASS BITE
C=f=.ESWINDOW SYSTEIMS
1900 SW 44TH AVE.
OCALA, FLORIDA 34474WWW.CWS.CC
8700/10/50 PVCSWING DOOR
NON-IMPACT
Z
LU
@CO
LU
D
0
05
LU
0Z
00
(D
-
%0
0
Z
LU
CO
CWS-640
0
IL
63<C
D
LU
<C CO
.%, AAD RE l.9 44,e..-'4/,:pt
: -/ : No 58201 ..95-
*E-
--0: :T:. 42
50% ..<04
0,5 #3
LO
SS0
<C
0[0IL
0T--=
0
@<C
2D
LU1-<C
STAl E OF
':<.0 R Or#* +17 ....... .*trje ,
1-1-2/5/2016
LUCAS A. TURNER, P.E.FL PE # 58201
1239 JABARA AVE.
NORTH PORT, FL 34288PH. 941-380-1574
SHEET DESCRIPTION:
COMPARATIVE ANALYSIS
AND GLAZING DETAIL
DRAWN BY:
DWG #:
ADE
SCALE:
1:1
DATE:
REV.:
09/08/11
0
C
SHEET
4 OF 13
Z0
1-a-
CC
0
LU
0Z
CDZ
0
CD
>UJ
*
70
14
69
*
Ttl
@-
55
.
©
L
f
r=)
11
/Iii
:2
lu
"
11
/
p
*
1-j) irlj][1
INTERIOR
«
*
14>159
111]
*
0 r«56 35 50 51
SECTION VIEW A-A
64
»
68 * *38 45 46
--a=.
Ak__/6'
..F-Lr· 1-,1
#1
** *41*
/
It
ALTERNATE 1
FIFK 1*13»=,- 1-"C=n*-411,39
r--1
3 C
\
7
7
.
-
-1
INTERIOR
SECTION VIEW B-B
MORTISE LOCK w/ FLUSH BOLT *
\1=
ITEMS NOT SHOWN FOR CLARITY:
10-12,13,15-17,22,43,48,54,57-58
ITEMS NOT USED IN VERSION SHOWN:
2-3,8-9,15-16,25-28,30-34,36-40,43,52-53,60,62,65-66,72,76
l
'iA
.lil
A
61 68 7
0 ©
21
ALTERNATE 2
1__1
3-n
1'
1/L.Jir
K
35
2324 * (E)
\
7
MULTIPOINT LOCK
C=f=.ESWINDOW SYSTEIMS
1900 SW 44TH AVE.
OCALA, FLORIDA 34474WWW.CWS.CC
8700/10/50 PVCSWING DOOR
NON-IMPACT
Z
LU
0
Z
LU
CO
LU
<C
<C
LU1-<C
CO
.%, AAD RE l.9 44,e..-'4/,:pt
: -/ : No 58201 ..95-
*E-
= -0: E<S *,•. STAl E OF .*09546:*
94,/ONAL St,"
7%2/5/2016
LUCAS A. TURNER, P.E.FL PE # 58201
1239 JABARA AVE.
NORTH PORT, FL 34288PH. 941-380-1574
SHEET DESCRIPTION:
SECTION VIEWS
SINGLE DOOR
DRAWN BY:
DWG #:
ADE
CWS-640
SCALE:
1:2
(D
-
%0
@CO
LU
D
0
05
LU
0Z
00
DATE:
REV.:
0
IL
63<C
D
LO
SS0
09/08/11
0[0IL
0T--=
0
@<C
2D
0
C
SHEET
5 OF 13
0Z
Z0
1-a-
CC
0
LU
CDZ
0
CD
>UJ
==
7
te=
61 35
23' .
19
NOTE: VERTICAL SECTION SIMILAR
TO SINGLE DOOR, SEE SHEET 5
*
INTERIOR
35 65 41 66 (*) 14
1 './\
F---1
) c N tw ) - ff /1,2 1 91 i
© * 20 13* (E) *
SECTION VIEW C-C
ITEMS NOT SHOWN FOR CLARITY:
10-13,15-17,22,26-28, 36-39,43,54,57
ITEMS NOT USED IN VERSION SHOWN:
8-9,15-16,25,40,42,45-46,48,52-53,58,60,74,76
d-4 11 4-9.
1
35 61 ftIr=1 <1
* 18 * 23 24 44 67
C=f=.ESWINDOW SYSTEIMS
1900 SW 44TH AVE.
OCALA, FLORIDA 34474WWW.CWS.CC
8700/10/50 PVCSWING DOOR
NON-IMPACT
Z
LU
0
Z
LU
CO
LU
<C
<C
LU1-<C
CO
.FS>.52***-Zz*4'-.94 +
S --#E No 58201 % p%-
*.-= -0: :C:
24/C'/0.. :40'2
0.:<e #2STAl E OF
A
..1.OR, 9:' * +e .02%
,SS--2/5/2016
LUCAS A. TURNER, P.E.FL PE # 58201
1239 JABARA AVE.
NORTH PORT, FL 34288PH. 941-380-1574
SHEET DESCRIPTION:
SECTION VIEWS
FRENCH DOOR
DRAWN BY:
DWG #:
ADE
CWS-640
SCALE:
1:2.5
@CO
LU
D
0
05
LU
0Z
00
(D
-
%0
DATE:
REV.:
0
IL
63<C
D
LO
SS0
09/08/11
0
0[0IL
0T--=
0
@<C
2D
C
SHEET
6 OF 13
Z0
1-a-
CC
0
LU
0Z
CDZ
0
CD
>UJ
11
11
p
*
*
11\1
.1
INTERIOR
:Z
15 1 4 r,U08 1
SECTION VIEW D-D
«
t
'*7r_»
A/ls
1/1 Y
ITEMS NOT SHOWN FOR CLARITY:
10-11,16,22,28,43,57
iii
1
€
53 62 INTERIOR
\----- »l ...
/7 F
* (38) (32)
SECTION VIEW E-E
- SEALANT APPLIED TO
ADJOINING FACES* 8@ BY INSTALLER
.1©
el 44' :3**=C-'3LS
*SEALANT APPLIED TO - -
ADJOINING FACES
BYINSTALLER
ITEMS NOT USED IN VERSION SHOWN:
1-3,6-15,17-18,20-21,23-24,26-27,30-39,41,44-46,48-52,54-56,58-61,63-71,74-76
.li
#10 HEX WASHER HEAD TEK
JOINING DOOR FRAME TO SIDELITE.
6" FROM TOP AND BOTTOM
17" MAX. O.C
#10-24 x 1 -3/4" TYP E F
THRU HINGE INTO SIDELITE AT EACH HINGE.
SEE SHEETS 1&3 FOR HINGE SPACING.
1'
\
7
tt
7.3 21
GJL/4C
C=f=.ESWINDOW SYSTEIMS
1900 SW 44TH AVE.
OCALA, FLORIDA 34474WWW.CWS.CC
8700/10/50 PVCSWING DOOR
NON-IMPACT
Z
LU
LUCAS A. TURNER, P.E.FL PE # 58201
1239 JABARA AVE.
NORTH PORT, FL 34288PH. 941-380-1574
SHEET DESCRIPTION:
SECTION VIEWS
ATTACHED SIDELITE
DRAWN BY:
DWG #:
@CO
LU
D
0
05
LU
0Z
00
0
(D
-
%0
Z
LU
CO
0000".444'
*Pr t:.", C E /Vi"..4t> t,No 58201 6 5I -
:*E*-
-.
5 -0 5 .OC:
•. STAl E OF :*0#'**15*fi OR, o.Ai:tf'4 27 . ........ .1 I
'448Ni:/71-2/5/2016
LO
SS0
0
IL
63<C
D
LU
<C
<C
ADE
DATE:
09/08/11
0[0IL
0T--=
0
@<C
2D
LU1-<C
CO
CWS-640
SCALE:
1:2
REV.:
0
C
SHEET
7 OF 13
0Z
Z0
1-a-
CC
0
LU
CDZ
0
CD
>UJ
ITEM
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
32
32
32
33
34
35
36
37
38
39
40
41
42
43
44
45
46
47
48
49
50
PART #
H-1833
H-1857
H-1858
H-1860
H-1861
H-1878
H-1880
H-1881
H-1900
P-3039
P-3503
P-3511
P-3587
P-3767
P-4146
P -4278
P-4522
P-47748
P-4790
P-4794
P-4802
P-4807
P-4808/P4809
P -4814
P-4863
P-4864
P-4866A
P-4871
P-4885
P-4886
P-4851
P-4884
P-4901
P-4902
P-4903
P-4905
P-4913
P-4917
P-4918
P-4922
P-4925
P-4926
P-4927
P-4930
P-4933
P-4934
P-4936
P-4937
P-4969
P-4997
P-5127
P-5130
DESCRIPTION
MAIN FRAME, HEAD
ASTRAGAL, INACTIVE, FD, PVC
ASTRAGAL, ACTIVE, FD, PVC
PARTS LIST
REINFORCEMENT, VERT.
REINFORCEMENT, HORIZ.
MAIN FRAME, SILL
MAINFRAME, JAMB
MAINFRAME, SIDELITE @ DOOR
MAINFRAME, SIDELITE @ JAMB, HEAD, SILL
SETTTING BLOCK, 1/8 X 1 X 2
SIAKFLEX 552 or PURFECT GLAZE "H"
SCREW #8 X 1 /2" PH TRUSS SS @ ASTRAGAL CAP
SCREW #8 x 5/8" SQ. PAN TEK @ TIEROD BRKT
SCREW #8 X 1 ", PH FLAT TEK @ ASTRAGAL, INSERT, LOCK
SCREW, #10 X 1 " HEX HEAD, TEK @ SIDELITE
SCREW #8 X 3/4 PHIL, FLAT SS TEK @ SIDELITE SHIM
FUZZY PAD, .200" x 1.250" W/ADHESIVE
#10 x 1 1/4", PH FLAT, SMS - HINGE @ PANEL
WSTP, BULB/LEAFS, PANEL
FLUSH BOLT, ASSM, TOP/BTM
SCREW #8 x 5/8" SQ. FLAT TEK @ INSERT ATTACH
ALL THREADED ROD (TIE ROD)
HINGE, GUIDE
HINGE, SET
WSTP,.50X750 FOLDED BULB SEAL, @ SIDELITE
LOCK STRIKE PLATE
RHINO STRIKE PLATE
GUIDE, TIE ROD
TIE ROD BRACKET
SHOOT BOLT, TOP
SHOOT BOLT, BOTTOM
LOCKBAR, INACTIVE, 8 FT
LOCKBAR, MULTI-POINT, 5PT, 8 FT
LOCKBAR, MULTI-POINT, 4PT, 6'8 FT
LOCKBAR, INACTIVE, 6'8 FT
HANDLE SET, ACTIVE
HANDLE SET, INACTIVE
WSTP,.50X50 FOLDED BULB SEAL, @ DOOR
CAP, ASTRAGAL, OUTSIDE
GUIDE, FLUSH BOLT, INACTIVE PNL
COVER, INTERIOR, FLUSH BOLT
CAP, ASTRAGAL, INSIDE
SHIM, SIDELITE, DOOR SHIPPING BLOCK
GUIDE, FLUSH BOLT
SCREW, #10 X 1 -1 /4" HEX HEAD TEK @ SIDELITE ATTACH
NUT, 3/8"-16 FLANGED W/ SERRATED LIP, SS, @ PANEL
SCREW, #12-24 X 1/2", PH FLAT, MS, @ HINGE
DOOR KNOB, ACTIVE PANEL *
DEADBOLL ACTIVE PANEL *
SCREW, #10 X 2" REINF. ATTACH.
STRIKE, DEADBOLT
SCREW, #12 X 2", PH PAN, SMS, ANCHOR
GASKET, DOOR SILL, FRONT
* ALTERNATE APPROVED LOCKSETS:
PAMEX GRADE 2 LOCKSET AND DEADBOLT
MATERIAL
ALUM
ALUM
ALUM
ALUM
ALUM
ALUM
ALUM
ALUM
ALUM
NYLON
ZINC
NYLON
NYLON
NYLON
NYLON
NYLON
FOAM
VENDOR
KEYMARK
KEYMARK
KEYMARK
KEYMARK
KEYMARK
KEYMARK
KEYMARK
KEYMARK
KEYMARK
FRANKLOW E
SIKA - HENKEL
FASTENAL
FASTENAL
FASTENAL
FASTENAL
FASTENAL
ULTRAFAB
FASTENAL
AMESBURY
SULLIVAN
FASTENAL
McMASTER
HOPPE
HOPPE
AMESBURY
PADDOCK
PADDOCK
M&M
SULLIVAN
PADDOCK
PADDOCK
PADDOCK
PADDOCK
PADDOCK
PADDOCK
PADDOCK
PADDOCK
SCHELGEL
M&M
M&M
M&M
M&M
M&M
M&M
FASTENAL
McMASTER
FASTENAL
DELANY
DELANY
FASTENAL
PADDOCK
FASTENAL
HO PRODUCTS
ITEM
51
52
53
54
55
56
57
58
59
60
61
62
63
64
65
66
67
68
69
70
71
72
73
74
75
76
77
PART #
P-5131
P-5134
P-5151
P-5157
P-5158
P-5172
P-5174
P-5186
S-1783
S-1784
S-1806
S-1816
S-1817
S-1840
S-1849
S-1859
S-1864
S-1865
S-1915
S-1916
S-6083
S-6083
S-6084
H-1888
GLASS
H-1862
P-4887
PARTS LIST
DESCRIPTION
GASKET, DOOR SILL, BACK
SCREW, #10 X 1 -3/4" FLAT SQUARE TYPE F @ HINGE
GASKET, SIDELITE
SCREW #10-24 x 1/2", Fl Undercut PH, 18-8SS @ KEEPER
BOTTOM SEAL
WSTP, .370 X.187, TRI FIN, BLACK
SCREW #8 X 3/4" HEXWASHER HEAD, @ FRAME
SCREW #8-32 x 1-1/4" PH,FL MS, SS @ PLUNGER
THRESHOLD, HIGH RISE
INSERT, REINFORCEMENT
COVER, JAMB, ANCHOR
COVER, JAMBS, HEAD,SILL, SIDELITE
DRIP CAP
COVER, HEAD, ANCHOR
INSERT, INACTIVE PNL, LOCK HARDWARE
COVER, ASTRAGAL, FD
INSERT, FRONT, BTIVI ATTACH SILL
INSERT, BACK, BTIVI ATTACH SILL
BASE, SWEEP
DRIP COVER, SWEEP
PANEL, TOP/B™ RAIL, SIDES - DOOR
PANEL, TOP/B™ RAIL, SIDES - SIDELITE
GLAZING BEAD (1")
REINFORCEMENT, VERT, SINGLE DOOR
SEE SHEET 4
REINFORCEMENT, VERT
MORTISE LOCK
HEAD
MATERIAL
FOAM
FOAM
RUBBER
SS
ALUM
ALUM
ALUM
ALUM
ALUM
ALUM
ALUM
ALUM
ALUM
ALUM
ALUM
PVC
PVC
PVC
ALUM
ALUM
VENDOR
HO PRODUCTS
FASTENAL
HO PRODUCTS
FASTENAL
TEAM
ULTRAFAB
FASTENAL
FASTENAL
KEYMARK
KEYMARK
KEYMARK
KEYMARK
KEYMARK
KEYMARK
KEYMARK
KEYMARK
KEYMARK
KEYMARK
KEYMARK
KEYMARK
MIKRON
MIKRON
MIKRON
KEYMARK
KEYMARK
PADDOCK
SILL
ALL FRAMES ARE MECHANICALLY FASTENED
C=f=.ESWINDOW SYSTEIMS
1900 SW 44TH AVE.
OCALA, FLORIDA 34474WWW.CWS.CC
8700/10/50 PVCSWING DOOR
NON-IMPACT
Z
LU
0
Z
LU
CO
LU
<C
<C
LU1-<C
CO
..4„1-11'!Ir/,4,/40,0 ANL RE Ap 7, '*L
*» E N 22*A20• :,» :: -, : No 58201 '• 9 5.: -
5*E3*E -- 10 : :T:653'*. : 4250% ..<04
.:*.fSTAl E OF
'*'<.0 R 'l '0,.'!1
Stz-2/5/2016
LUCAS A. TURNER, P.E.FL PE # 58201
1239 JABARA AVE.
NORTH PORT, FL 34288PH. 941-380-1574
SHEET DESCRIPTION:
DRAWN BY:
DWG #:
ADE
CWS-640
SCALE:
1:1
BOM
(D
-
%0
@CO
LU
D
0
05
LU
0Z
00
DATE:
REV.:
LO
SS0
0
IL
63<C
D
09/08/11
0
0[0IL
0T--=
0
@<C
2D
C
SHEET
8 OF 13
Z0
1-a-
CC
0
LU
0Z
CDZ
0
CD
>UJ
1
17/16"
49/16"
tr-«
0-lsDOOR HEAD-1833
49/16"
- 1/16"
fn
11-ilr==:=1*21=» - - 1/16"
19/16"
21/2"
DOOR SILL-1878
49/16"
-12) rl' € 1[rl--®-5-13·
1 f -- 1/16"DOOR JAMB-1880
21/16"--Ul)
Jril
49/16"
SIDELITE-1881
2"
51/2"
-*-- 13/4" -
B F
7-1
I-.
.rl-
- 5/16"
PVC DOOR PANEL - 6083
-- 11/2" --
215/16"
/- 1/16"Lj
REINFORCEMENT - 1861
-- 11/2" 1i--® . 2in=
- -1/16" l5--
49/16" -
--1- 1/16"
MLLSIDELITE-1900
NOTE: ALL EXTRUSIONS ARE 6063-T6 ALUMINUM
21 5/16"
j
-1/16"
REINFORCEMENT-1860
- 3. -
ASTRAGAL COVER-1859
71
72
45,16"
45,16"
L_j1 1
23/4"
f13/16"
L
27/16"
THRESHOLD-1783
- 1/16"
REINFORCEMENT - 1857
lu
25/8"
1 S<©111-1/16"
FRAME COVER - 1806
- 1/16"
1- 23/8"-
- 1 14 1/16" 2 »*3/4"
r
SIDELITE COVER - 1816
- 1/16"
REINFORCEMENT - 1858
- 11/2" -
l . @215/16"
-1 - 1/16"L-j
REINFORCEMENT - 1862
A#-- 13/4" -4
1 1
-- 1/16" 11/8" 11
_L__4 *L-- 1/8"
INSERT, INACTIVE PNL -1849
115/16"
3/4' - 1--=-ns-2, 4 £5-1----
- 1/16"
BASE SWEEP - 1915
- 1 9/16"-113/16" 6 1 CJ--*
§C 1/16"
INSERT, BACK - 1865
9/16"
t
11/16"I - 1/16"
INSERT, FRONT - 1864
5/8" -*1-1 L_111 U
L-1/16"
HEAD COVER - 1840
5/8" -
_L_ *---46
7-FILLER - 1784
5/8" -
11/16" -
_L___rL- -
PVC GLAZING BEAD - 6084
-11/8"-
A5/8" 63- 1/16"
DRIP CAP - 1817
3/4'
13/16" L 1/1 6"DRIP COVER - 1916
*
C=f=.ESWINDOW SYSTEIMS
1900 SW 44TH AVE.
OCALA, FLORIDA 34474WWW.CWS.CC
8700/10/50 PVCSWING DOOR
NON-IMPACT
Z
LU
0
Z
LU
CO
LU
<C
<C
LU1-<C
CO
0, ANORE W 7- 4,
if: No 58201 < 13%-*E :*E
*--.
5 -0 5 .OC:
513 : STAl E OF i 49 C50% ..40'2
1%6'*:< OR, r.'* #0'.: e
'448Ni:/ZIZ_
2/5/2016
LUCAS A. TURNER, P.E.FL PE # 58201
1239 JABARA AVE.
NORTH PORT, FL 34288PH. 941-380-1574
SHEET DESCRIPTION:
DRAWN BY:
DWG #:
EXTRUSIONS
ADE
CWS-640
SCALE:
1:2
(D
-
%0
@CO
LU
D
0
05
LU
0Z
00
DATE:
REV.:
LO
SS0
0
IL
63<C
D
09/08/11
0
0[0IL
0T--=
0
@<C
2D
C
SHEET
9 OF 13
0Z
Z0
1-a-
CC
0
LU
CDZ
0
CD
>UJ
* CIRCLED ANCHOR LOCATIONS REQ'D ONLY IN WOOD AND METAL INSTALLATIONS. DO NOT INSTALL THESE ANCHORS INTO MASONRY.
4" (TYP.)
4" (TYP.)
6" MAX (TYP.)
17"
MAX. O.C.
(TYP.)
-
X
1 1
DOOR
NOTES:
1. INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION. SILL ANCHOR SPACING SAME AS HEAD.
4" (TYP.)
4" (TYP.)
6" MAX (TYP.)
17"
MAX. O.C.
(TYP.)
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 12.
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 THEMINIMUM SPECIFIED IN TABLE 1, SHEET 12.
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 - 1X BUCKS AREOPTIONAL.
7. A MINIMUM CENTER-TO-CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS: 4" FOR MASONRY, 2-3/16" FOR HINGES (ALL SUBSTRATES), 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 TABLEl, SHEET 12. 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), FMA/WDMA 250(BOX WINDOWS), FMA/AAMA/WDMA 300(EXTERIOR DOORS)
X
DOOR
-It
11
j
T)'
9 -1 -- 2" (TYP.) *WOOD/METAL11;11 1 Ill I I
X
DOOR
C=f=.ESWINDOW SYSTEIMS
1900 SW 44TH AVE.
OCALA, FLORIDA 34474WWW.CWS.CC
8700/10/50 PVCSWING DOOR
NON-IMPACT
Z
LU
0
@CO
LU
D
0
05
LU
0Z
00
(D
-
%0
Z
LU
CO
0
IL
63<C
D
LO
SS0
LU
<C
<C
0
0[0IL
0T--=
0
@<C
2D
LU1-<C
CO
0000".444'
P"50 E N *?«29: I. :4':S : 1 40 58201 2 -p 1
:*E*.-
-.
5 -0 5 .OC:
S 13 : STAl E OF i 4, CCO: ..40'2
"4 O N AL *f.0-
7-1-2/5/2016
LUCAS A. TURNER, P.E.FL PE # 58201
1239 JABARA AVE.
NORTH PORT, FL 34288PH. 941-380-1574
SHEET DESCRIPTION:
ANCHOR SCHEDULE AND
NOTES
DRAWN BY:
DWG #:
ADE
CWS-640
SCALE:
1:20
DATE:
REV.:
09/08/11
C
SHEET
10 OF 13
Z0
1-a-
CC
0
LU
0Z
CDZ
0
CD
>UJ
17"
MAX. O.C.
(TYP.)
0
* CIRCLED ANCHOR LOCATIONS REQ'D ONLY IN WOOD AND METAL INSTALLATIONS. DO NOT INSTALL THESE ANCHORS INTO MASONRY.
ANCHOR @ MIDSPAN (TYP.)
6" MAX. (TYP.) . -
6" MAX. (TYP.)
A
SIDELITE
ANCHOR @ MIDSPAN (TYP.) -
6" MAX. (TYP.) - -
6" MAX. (TYP.)
0
1 1
17"
MAX. O.C.
(TYP.)
-
---
- --4" (TYP.)
-- 4" (TYP.)
1 11
SIDELITE
"
A
ANCHOR @ MIDSPAN (TYP.) -
- 4" (TYP.) 6" MAX. (TYP.) . -
- 4" (TYP.) 6" MAX. (TYP.) -
-- 2" (TYP.) *WOOD/METAL
3 - 4" MAX (Typ.)IA 1,1,1 I
,
A
9/'
X
DOOR
X
'U'
11X I ,W
0
2" (TYP.) *WOOD/METAL
fl
u'l'' 'SIDELITE
--- SEE NOTE 2
-- INSTALLATION
ANCHOR (TYP.)
DOOR
17"
MAX. O.C.
(TYP.)
11
SIDELITE
0
ANCHOR @ MIDSPAN (TYP.) -
6" MAX. (TYP.) .1 -
6" MAX. (TYP.) -- ,
17" MAX
O.C. (TYP)
1
0
SIDELITE
--1 -4" (TYP.)
, , .Q, 4" (TYF9 L
ANCHOR @ MIDSPAN (TYP.) -
6" MAX. (TYP.)
6" MAX. (TYP.)4,/
17"
MAX. O.C.
(TYP.)
1
0
X
DOOR
SIDELITE
f
9/' '17
,(i, ---- 2" (TYP.) *WOOD/METAL1 W
iT
.
DOOR
- - 4" (TYP.)
- 4" (TYP.) 9, I /1,/ 1/1,1 1
- 4
9/'
X
DOOR
X
9/'
V
11
"VI"
1
lilli3
SIDELITE
DOOR
X
0
-
8l,
Tj'
- SEE NOTE 2
- INSTALLATION
ANCHOR(TYP.)
- 2" (TYP.) *WOOD/METAL
- 4" MAX (TYP.)
(05=2=.ESWINDOW SYSTEIMS
1900 SW 44TH AVE.
OCALA, FLORIDA 34474WWW.CWS.CC
8700/10/50 PVCSWING DOOR
NON-IMPACT
Z
LU
0
Z
LU
CO
LU
<C
<C
LU1-<C
CO
NORE n,
:f''/*E No 58201 : 95--*
5 -0 5 :a::618: STAI E OF /4,0'Am ..49 2
=fi»
2/5/2016
LUCAS A. TURNER, P.E.FL PE # 58201
1239 JABARA AVE.
NORTH PORT, FL 34288PH. 941-380-1574
SHEET DESCRIPTION:
ANCHOR SCHEDULE AND
NOTES
DRAWN BY:
DWG #:
ADE
CWS-640
SCALE:
1:33.33
@CO
LU
D
0
05
LU
0Z
00
(D
-
%0
DATE:
REV.:
LO
SS0
0
IL
63<C
D
09/08/11
0[0IL
0T--=
0
@<C
2D
0
C
SHEET
11 OF 13
0Z
Z0
1-a-
CC
0
LU
CDZ
0
CD
>UJ
SUBSTRATE BY OTHERS-
SEE TABLE 1
PERIMETER SEALANT
BYINSTALLER
INSIDE AND OUT
TYPICAL HEAD ANCHORAGE
. .1
lilliS
ilr
CONTINOUS DBL 1/4" BEADS OF SEALANT
AROUND PERIMETER AT ALL INDICATED
POINTS BETWEEN FRAME AND SUBSTRATE
BY INSTALLER.
PERIMETER SEALANT
BYINSTALLER
INSIDE AND OUT
SUBSTRATE BY OTHERS-
SEE TABLE 1
SUBSTRATE TYPE
CONCRETE (2.85 KSI MIN.)
GROUT-FILLED CMU (ASTM C-90)
2XMIN. SOUTHERN PINE (G=0.55)
2XMIN. SOUTHERN PINE (G=0.55)
16 GAUGE (0.060") MIN.
STEEL STUD (33 KSI YIELD MIN)
1/8" ALUM. (6063-T5 MIN.) OR
1/8" STEEL (33 KSI MIN.)
lili \ In Mil
(-(-) VERTICAL SECTION15,7 TYPICAL SILL ANCHORAGE
MIN. EDGE DIST.
SEE TABLE 1
MIN. EMBEDMENT
SEE TABLE 1
- 1/4" MAX SHIM
INTERIOR
INSTALLATION ANCHOR
SEE TABLE 1
MIN. EMBEDMENT
SEE TABLE 1
TABLE 1: APPROVED INSTALLATION FASTENERS
HINGE ANCHORS INTO CONCRETE (2.85 KSI MIN.)
HINGE ANCHORS INTO GROUT-FILLED CMU
(ASTM C-90)HINGE ANCHORS INTO 2XMIN. SOUTHERN
PINE (G=0.55)HINGE ANCHORS INTO 16 GAUGE (0.060") MIN.
STEEL STUD (33 KSI YIELD MIN)
HINGE ANCHORS 1/8" ALUM. (6063-T5 MIN.) OR
1/8" STEEL (33 KSI MIN.)
ANCHOR TYPE
1/4" E LCO ULTRACON
1/4" E LCO ULTRACON
1/4" ELCO ULTRACON
#12 WOOD SCREW
#12-14 HILTI KWIK-FLEXOR ITW
TEKS SELF-DRILLING SCREW
#12 GRADE 5 SELF-TAPPING /
DRILLING SCREW
3/16" ELCO ULTRACON
3/16" ELCO ULTRACON
#10 WOOD SCREW
#10-16 HILTI KWIK-FLEXOR ITW
TEKS SELF-DRILLING SCREW
#10 GRADE 5 SELF-TAPPING /
DRILLING SCREW
MIN. EDGE DIST.
SEE TABLE 1
MIN. EMBEDMENT
1"
1 -3/4"
1 -3/8"
1 -3/8"
FULL THREAD
THRU 0.060"
FULL THREAD
THRU 0.125"
1- 3/4"
1- 1/4"
1 -3/8"
FULL THREAD
THRU 0.060"
FULL THREAD
THRU 0.125"
2-1/2"
2-1/2"
2-1/2"
2-1/2"
7/8"
7/8"
7/8"
MIN. EDGE DIST.
1/2"
1/2"
1/2"
1/2"
INTERIOR -. 1/4" MAX. SHIM
· · MIN. EMBEDMENT
SEE TABLE 1
5MN;NDOPUESRWW+C,4 BAETAASL *57624-EADNTPOINTS BETWEEN FRAME AND SUBSTRATE \, BY INSTALLER. *t'\ ,=1«
MIN. EDGE DIST.
SEE TABLE 1
1INSTALLATION ANCHOR
SEE TABLE 1
HINGE ANCHOR
SEE TABLE 1
HINGE MIN. EDGE DIST.
PERIMETER SEALANT BY INSTALLER -INSIDE AND OUT I INGE MIN. EMBEDMENT
SEE TABLE 1SUBSTRATE BY OTI I[RS
SEE TABLE 1/»'\ HORIZONTAL SECTION41* TYPICAL JAMB / HINGE ANCHORAGE
213/16"
ANCHORS THRU
HINGE (TYP.)
21 5/16" MAX.
SEE NOTE
NOTE:
HINGE SPACINGS ARE:
8-1/2" FROM ENDS
21-5/16" MAX. O.C. FOR UP TO 81" UNIT HEIGHT.
20" MAX. O.C. FOR OVER 81" UNIT HEIGHT.
-- 81/2" (TYP.)
1-
-«11-1-r
3
3
3
3
HINGE LAYOUT
1:30
C=f=.ESWINDOW SYSTEIMS
1900 SW 44TH AVE.
OCALA, FLORIDA 34474WWW.CWS.CC
8700/10/50 PVCSWING DOOR
NON-IMPACT
Z
LU
0
Z
LU
CO
LU
<C
<C
LU1-<C
CO
.FS>.52***-Zz*4'-.94 +
S --#E No 58201 % p%*.-
= -0: E<S *,•. STAl E OF .*09
94,/0 NAL St,"
12-2/5/2016
LUCAS A. TURNER, P.E.FL PE # 58201
1239 JABARA AVE.
NORTH PORT, FL 34288PH. 941-380-1574
SHEET DESCRIPTION:
INSTALLATION DETAILS
DOOR
DRAWN BY:
DWG #:
ADE
CWS-640
SCALE:
1:2
@CO
LU
D
0
05
LU
0Z
00
(D
-
%0
DATE:
REV.:
0
IL
63<C
D
LO
SS0
09/08/11
0
0[0IL
0T--=
0
@<C
2D
C
SHEET
12 OF 13
Z0
1-a-
CC
0
LU
0Z
CDZ
0
CD
>UJ
SUBSTRATE BY OTHERS-
SEETABLEl,SHT 12
PERIMETER SEALANT
BYINSTALLER
INSIDE AND OUT
TYPICAL HEAD ANCHORAGE INTERIORI--
MIN. EDGE DIST.
SEE TABLE 1, SHT 12CONTINOUS DBL 1/4" BEADS OF SEALANT --AROUND PERIMETER AT ALL INDICATED
POINTS BETWEEN FRAME AND SUBSTRATE
'1 111f»l ETABLE=124 BY INSTALLER.
7' r INSTALLATION ANCHOR
LF L 1/4" MAX. SHIM SEETABLEl,SHT 12 Ski/1,7INTERIOR
INSTALLATION ANCHOR
SEE TABLE 1, SHT 12 <CONTINOUS DBL 1/4" BEADS OF SEALANT
AROUND PERIMETER AT ALL INDICATED
POINTS BETWEEN FRAME AND SUBSTRATE
BY INSTALLER.
PERIMETER SEALANT
BY INSTALLER
INSIDE AND OUT
SUBSTRATE BY OTHERS-
SEE TABLE 1, SHT 12
f 1 « ty
i Ji11 ) [t> € , TIL *
illllllllll.I
/«»t VERTICAL SECTION99,,/ TYPICAL SILL ANCHORAGE
MIN. EMBEDMENT
SEE TABLE 1, SHT 12
MIN. EDGE DIST.
SEE TABLE 1, SHT 12
PERIMETER SEALANT BY INSTALLER
INSIDE AND OUT
SUBSTRATE BY OTI I[RS
SEETABLEl,SHT 12
1/4" MAX. SHIM
• • MIN. EMBEDMENT
SEE TABLE 1, SHT 12
C///// r53//MIN. EDGE DIST.
SEE TABLE 1, SHT 12
91 l i-ll'/«-6-h HORIZONTAL SECTION13«j TYPICAL JAMB / HINGE ANCHORAGE
C=f=.ESWINDOW SYSTEIMS
1900 SW 44TH AVE.
OCALA, FLORIDA 34474WWW.CWS.CC
8700/10/50 PVCSWING DOOR
NON-IMPACT
Z
LU
0/ ph "'C; E N 3":*615"6,e..3\%
No 58201 '• S SI -
:*E*.-
-.
5 -0 5 .OC':
S 13 % STAl E OF i 4, CCO. .4,2
VkCLOR»-0*.9:94:efc).4.X» 2
1-12/5/2016
LUCAS A. TURNER, P.E.FL PE # 58201
1239 JABARA AVE.
NORTH PORT, FL 34288PH. 941-380-1574
INSTALLATION DETAILS
SIDELITE
DRAWN BY:
0
(D
-
%0
@CO
LU
D
0
05
LU
0Z
00
Z
LU
CO
LO
SS0
0
IL
63<C
D
LU
<C
<C
0
0[0IL
0T--=
0
@<C
2D
LU1-<C
CO
SHEET DESCRIPTION:
DWG #:
ADE
CWS-640
SCALE:
1:2
DATE:
REV.:
09/08/11
C
SHEET
13 OF 13
0Z
Z0
1-a-
CC
0
LU
CDZ
0
CD
>UJ