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fir/ mI ffl. Product Approval
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Application Type Revision
Code Version 2017
Application Status Approved
Comments
Archived
Product Manufacturer
Address/Phone/Email
.4
Authorized Signature
Technical Representative
Address/Phone/Email
J
Custom Window Systems Inc.
1900 SW 44th Avenue
Ocala, FL 34474
(352)368-6922 Ext 291
jlathrop@cws.cc
Kevin Pine
kpine@cws.cc
Jay Lathrop
1900 SW 44th Ave
Ocala, FL 34474
(352) 368-6922 Ext 291
jlathrop@cws.cc
Quality Assurance Representative Arturo Monteverde
Address/Phone/Email 1900 SW 44th Ave
Ocala, FL 34474
(352) 368-6922 Ext 221
amonteverde@cws.cc
Category erior Doors
Subcategory Swinging Exterior Door Asse '
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 07/21/2020
Validated By Steven M. Urich, PE
Certificate of Independence
Referenced Standard and Year (of Standard)
Equivalence of Product Standards
Certified By
Sections from the Code
Product Approval Method
Date Submitted
Date Validated
Date Pending FBC Approval
Date Approved
9, Validation Checklist - Hardcopy Received
FL161 R6 COI EvalRe o F.ldf
Standard
ASTM E283
ASTM E330
ASTM E331
REVI I-","+�a FOR
COIF r,--WUANOE
ST. Lu � �UNTY
Method 1 Option D
09/26/2017 A
09/29/2017 XZ
%
10/03/2017
12/12/2017
Year
2004
2002
2009
4_— I Model, Number or Name I Description -J.- I
161.1 I Guardian Hinged Door Guardian.Hinged Door w/Glazed Insert.
f Use Installation Instructions
Approved for use In HVHZ: No FL161 R6 11 CWS-176F.Zdf
Approved for use outside HVHZ: Yes Verified By: Lucas A. Turner 58201
Impact Resistant: No Created by Independent Third Party: Yes
https://www.floridabuilding.org/pr/pr_app_dti.aspx?param=wGEVXQwtDgvyf4ngAXhl 045csMGIoEpopBYr%2ffAksnA%3d 112
12111/2019 Florida Building Code Online
Design Pressure: +40/-40 1 Evaluation Reports
Other. Not for use in HVHZ. Primarily used with Screen FL161 R6 AE EvalReport176F, ggj
Rooms. Created by Independent Third Party; Yes
161.2 Guardian Hiriged Door Guardian Hinged Door w/Solid Core.
Limits of Use Installation Instructions
Approved for use in HVHZ: No F061 R6 II CWS-242E pdf
Approved for use outside HVHZ: Yes Verified By: Lucas A. Turner 58201
Impact Resistant: No Created by Independent Third Party: Yes
Design Pressure: +40/-40 Evaluation Reports
Other: Not for use in HVHZ. Primarily used with Screen EL161 R6 AE EyalRenort242E pdt
Rooms. Created by Independent Third Party: Yes
auv'k Nnn
Contact Us :: 2601 Blair Stone Road Tallahassee Fl, 32399 Phone: 850-482-1824
The State of Florida Is an AA/EEO employer. CypydjgM1t 2002-2013 Slate of Floritla.:: Privary Statement :: AS Se slbllity 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
mall to this entity. Instead, contact the office by phone or by traditional mall. IF you have any questions, please contact 850.4B7.1395. *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 recui0. 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 dick here .
Product Approval Accepts:
Credit Card
Safe
https://www.floridabuilding.org/pr/pr_app_dti.aspx?param=wGEVXQwtDgvyf4ngAXhI O45csMGl oEpop8Yr%a2ffAksnA°/a3d 2/2
PRIME DOOR - NON -IMPACT
(SHOWN w/ALUM. SINGLE HUNG)
37 114°
OVERALL WIDTH
UNIT W IDTH
DOOR CORE
A
L°
IVERALL
EIGHT
80°
UNIT
HE
37 1 t2
B
IGHT 51/2„
79"
DOOR
CORE
I
I
I
I
TABLE OF CONTENTS
GENERAL NOTES & ELEVATIONS. ....... 1
CONFIGURATIONS .................................2
SECTION VIEWS.....................................3
BOM & EXTRUSIONS ..............................4
ANCHOR SCHEDULE & NOTES.............5
INSTALLATION DETAILS ........................6
46A
- GENERAL NOTES:
i. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED
WINDOW SYSTEMS
TO COMPLY WITH THE FLORIDA BUILDING CODE (FBC), CURRENT
EDITION.
'
OCA A, FLORIDAAVE.
OCALA, LORI34474
2. GLAZING OPTIONS: (SEE SHEET 2)
W W W.CWS.CC
3. CONFIGURATIONS: OUTSW ING, LEFT OR RIGHT HINGED.
1000 ALUM.
4. DESIGN PRESSURE RATING:
-NEGATIVE DESIGN LOADS BASED ON, TESTED PRESSURE AND
GUARDIAN DOOR
GLASS TABLES ASTM E-1300-04e01/09.
NON -IMPACT
-POSITIVE DESIGN LOADS BASED ON, TESTED PRESSURE, WATER
INFILTRATION TEST PRESSURE AND GLASS TABLES
¢
z 3 <z 30
ASTM E-1300-04e01/09.
5. ANCHORAGE: THE 33 113 % STRESS INCREASE HAS NOT BEEN USED
~
z
m w O W k o w
WJo z
IN THE DESIGN OF THIS PRODUCT. SEE SHEET 6 FOR ANCHOR
w
z O z m _ r-
¢ m 2f > O 0= 3 m
DETAILS. W INDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD
W
ANCHOR CALCULATIONS.
z
z x m<¢ w Q 0
O
Op
OFOV<=Fm
N
6. NOT APPROVED FOR IMPACT RESISTANCE. IMPACT PROTECTIVE
z o z z F o w
HINGE (TYP.)
SYSTEM IS REQUIRED IN WIND BORNE DEBRIS REGION.
z<
O z O m z O
7. ALL FRAMES SCREWED TOGETHER. SMALL JOINT SEAM SEALANT
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w O
F—w>-0 z
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11
USEDATALLFRAMEJOINTS.
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: VPS•��GENgF.•�Py4
Tumer
No 58201 ''A
2017-09-15
' *-
15:13+20:00
69-7• STATE OF "P3
MAX. UNIT SIZE
DESIG _E TING
IMPACT RATING
37-1 /4" x 81"
- 40 PSF
NONE
If;2�_
9/15/2017
LUCAS A. TURNER, P.E.
FL PE # 58201
1239 JABARA AVE.
NORTH PORT, FL 34288
PH. 941-380-1574
GENERAL NOTES AND
ELEVATIONS
ADE I 09/08/08
CW S-176
1:15 1 1 OF 6
WINDOW SYSTEMS
'
1900 SW 44TH AVE.
OCALA, FLORIDA 34474
WWW.CWS.CC
27 3/4"
MAX UNIT W IDTH
1000 ALUM.
231/2"
GUARDIAN DOOR
GLASS DLO
NON -IMPACT
azo
LL
Fw3 Z1-3�
Z
ZM2<w,00
26112"
❑
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O-
GLASS
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Z
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y
30 gxz
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//
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57"
n
Zia ¢o�w
2
MAX
UNIT
O
W � o D_ =
a ¢3wLLy
HEIGHT
/
a
r
,"'�'.�,"/
.+`,`O' PNOEtJ`v'rGqq����'�
Z"
No 58201 '.'A
•'F'
GLASS
' �' *
DLO
t9', STATE OF
z�
9/15/2017
LUCAS A. TURNER, P.E.
22"
FL PE # 58201
GLASS DLO
1239 JABARA AVE.
SH-3500 (SEE SEPARATE APPROVAL)
NORTH PORT, FL 34288
PH. 941-380-1574
ALL GLAZING DSB TEMPERED MIN.
SHEET DESCRIPTION:
DOOR
CONFIGURATIONS
DRAWN BY'
DATE:
ADE
09/08/08
-
DWG#'.
REV.:
CWS-176
F
scALe.
SHEET
1:10
2OF6
it Sol
(1193)
SECTION VIEW A -A
ITEMS NOT SHOWN FOR CLARITY:
9, 11, 17-19, 24-26, 31, 36
ALT. THRESHOLD(1126)
NTERIOR 8
[BDo
1 O 37
14
c
10 3
SECTION VIEW B-B
THRESHOLD
DESCRIPTION
MAX. POS. DP
11 6
I BUMPER THRESHOLD
NONE
STANDARD THRESHOLD
+40
1193
ISADDLE THRESHOLD
NONE
NOTE: INSTALLATION w/1126 OR 1193 THRESHOLDS ONLY ALLOWED
WHERE NO WATER INFILTRATION RESISTANCE IS NEEDED.
WINDOW SYSTEMS 6
1900 SW 44TH AVE.
OCALA, FLORIDA 34474
W W W.CWS.CC
1000 ALUM.
GUARDIAN DOOR
NON -IMPACT
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Z W zz C_ (X—?r
OW rW3ZF0�32
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No 5ffi01
STATE OF
i
9/15/2017
LUCAS A. TURNER, P.E.
FL PE # 58201
1239 JABARA AVE.
NORTH PORT, FL 34288
PH. 941-380-1574
SECTION VIEWS
ADE I 09/08/08
CWS-176 F
u9+ SHEET
1:2 30F6
x.
x
LINE ITEMS NOT USED:
2, 4, 20-22, 27, 30
NOTE: SINGLE HUNG B.O.M. NOT SHOWN, SEE SEPARATE APPROVAL_
NOTE: ALL ALUMINUM EXTRUSIONS ARE 6063-T6 UNLESS OTHERWISE NOTED.
a
CORNER KEY - S-1002
-- 2 3/8"
� I
1 13116'
J� 1
OUTSWING HEAD S-1377
4
DOOR CORE - H-1001
2 3/8"
—1-
1 11/16"
3
OUTSWING JAMB S-1374
3 18"
7/8" L fi4<7
1/16'
BUMPER THRESHOLD S-1126
C
i"
OUTER FRAME
ASSEMBLY
PANELFRAME
ASSEMBLY
2 5/8"--{
1/16"
1 3/16
33
ADJUSTABLE SWEEP S-1300
3 7116"
13/16" 6
SADDLE THRESHOLD S-1193
THRESHOLD
DESCRIPTION
MAX. POS. DP
BUMPER I HRE5HOLD
I NONE
STANDARD THRESHOLD
1 +40
1193
ISADDLE THRESHOLD
I NONE
NOTE: INSTALLATION w/1126 OR 1193 THRESHOLDS ONLY ALLOWED
WHERE NO WATER INFILTRATION RESISTANCE IS NEEDED.
1900 SW 44TH AVE.
OCALA, FLORIDA 34474
www.cws.cc
1000 ALUM.
GUARDIAN DOOR
NON -IMPACT
a z 3 az3
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z WJo
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No 58201 :A
90 STATE OF :&+�
'...:OR IOP:
9/15/2017
LUCAS A. TURNER, P.E.
FL PE # 58201
1239 JABARA AVE.
NORTH PORT, FL 34288
PH. 941-380-1574
FEET DESCRIPTION:
BOM AND EXTRUSIONS
2AWN BY. DATE:
AIDE 09/08/08
NG#: REV.:
CWS-176 F
'ALE: SHEET
1:2 4 OF 6
3/4"
12 O.C.C. (TYP
'h'�°j'F j
l�Ll{OW
MAX.MAX
6" MA(TYP.)
SEE NOTE 2
WINDOW SYSTEMS L�IJ✓�
SYSTEMS
6" MAX (TYP)
.
OCA A, FLORIDAAVE.
OCALA, LORI34474
W W W.CWS.CC
INSTALLATION
ANCHOR (TYP.)
�
1000 ALUM.
GUARDIAN DOOR
NON -IMPACT
17"
<
Z 3 a Z 3
MAX. O.C.
(TYP-)0,0
Q w o o
INSTALL TWO #8 ANCHORS THRU
w
z O 2 ¢ — H
0 00 3
STRIKE PLATE AND DEADBOLT STRIKE
F 3 z 3
PLATE INTO SUBSTRATE (TYP.)
Z
Z x m a¢
INSTALL ONE#8 ANCHOR THRU
0
U
Or O Lj aa=,w
U'F- i-WD-
EACH HINGE INTO SUBSTRATE (TYP.)
N Z� V—
aav
r
wOxLL0Z
-_
w
Ooizwowow
d
Z2d KON�~D
Of
_~W w wm
�
a
I- a c
ANCHOR LAYOUT VP,-��GENgF
2Z' f No 582D1
OA_'. STATE OF
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 114". USE SHIMS WHERE SPACE GREATER THAN 1/16" IS PRESENT. LOAD BEARING
z�
SHIMS SHALL RECONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. WOOD SHIMS ARE NOT ALLOWED.
'
9/15/2017
3. ANCHOR TYPE, SIZE, SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS, SEE TABLE 1, SHEET 6.
LUCAS A. TURNER, P.E.
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
FL PE # 58201
WOOD MUST BE PROTECTED TO PREVENT REACTION.
1239 JABARA AVE.
NORTH PORT, FL 34288
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
PH. 941-380-1574
THE MINIMUM SPECIFIED IN TABLE 1, SHEET 6.
SHEET DESCRIPTION:
6. ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO.
ANCHOR SCHEDULE AND
NOTES
7. A MINIMUM CENTER -TO -CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS: 3" FOR MASONTRY, 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
AIDE
09/08/08
STRUCTURE. SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLE1, SHEET 6. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED.
DWG 0:
REV.:
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), FMAIAAMA 200(FLANGE WINDOWS), FMAANDMA 250(BOX WINDOWS), FMA/AAMA/WDMA 300(EXTERIOR DOORS)
CWS-176
F
SCALE:
1:20
SHEET
50F6
MIN. EMBEDMENT —
SEE TABLE 1
SUBSTRATE BY OTHER:
SEE TABLE 1
PERIMETER SEALANT—
BYINSTALLER
INSTALLATION ANCHOR
SEE TABLE 1
SEALANTBEHIND -
FLANGE BY INSTALLER
INSTALLATION ANCHOR
SEE TABLE 1
PERIMETER SEALANT—
BYINSTALLER
SUBSTRATE BY OTHERS
SEE TABLE 1
MIN. EDGE DIST.
SEE TABLE 1
TYPICAL HEAD ANCHORAGE
MIN. EDGE DIST.
SEE TABLE 1
,� I
,I 114" MAX. SHIM
INTERIOR
SEAL OR SET IN
CONCRETE OR MASONRY
e p I I a MIN. EMBEDMENT
IIJ p SEE TABLE 1
3
/ n 1 VERTICAL SECTION
6 TYPICAL SILL ANCHORAGE
\ TABLE I: APPROVED INSTALLATION FASTENERS
SUBSTRATE TYPE
ANCHOR TYPE
MIN. EMBEDMENT
MIN. EDGE DIST.
CONCRETE (2.0 KSI MIN.)
3/16" ITW TAPCON
1"
1-1/8"
CONCRETE (2.85 KSI MIN.)
3116" ELCO ULTRACON
i"
1"
2XMI . SOUTHERN PINE (G=0.55)
#10 WOOD SCREW
1-3/8"
112"
.045" ALUM. (6063-T5 MIN.) OR
0.045
#10 GRADE 5 SELF -TAPPING /
DRILLING SCREW
FULLTHREAD
THRU 0.045"
1)2"
HINGE AND STRIKE PLATE ANCHORS
2X MIN. SOUTHERN PINE (G=0.55)
#8 WOOD SCREW
1-3/8"
7/8"
MIN. EDGE DIST.
SEE TABLET
INTERIOR 114" MAX. SHIM -
HINGE/STRIKEPLATE
MIN. EMBEDMENT
SEE TABLE 1 fE5
HINGEISTRIKE PLATE SCREW
SEE TABLE 1
INSTALLATION AN
SEE TABLET
SEALANT BEHIND
FLANGE BY INSW
SEE TABLE 1
EMBEDMEN
SEE TABLE 1
SUBSTRATE BY OTHERS
SEE TABLE 1
ZERIMETER SEALANT
/ o ,HORIZONTAL SECTION
6 TYPICAL JAMB ANCHORAGE
NOTE: GLAZED WINDOW FRAME ATTACHMENT SHALL FOLLOW ALUMINUM
ANCHORAGE AS SHOWN IN TABLE 1.
WINDOW SYSTEMS L
1900 SW 44TH AVE.
OCALA, FLORIDA 34474
W W W.CWS.CC
1000 ALUM.
GUARDIAN DOOR
NON -IMPACT
Z 3 <Z3
owo owow
Z W J ❑
❑ Zco3Z}O¢3m
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0-0(
a
No 5ffi01
STATE OF
�z
9/15/2017
LUCAS A. TURNER, P.E.
FL PE # 58201
1239 JABARA AVE.
NORTH PORT, FL 34288
PH. 941-380-1574
INSTALLATION DETAILS
ADE
09/08/08
;Gil:
REV.:
CWS-176
F
ALE'
SHEET
12
6OF6