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Product Approval
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Product Approval Menu_>Product or Application Search>Application List>Application Detail r• _
FL# FL161-R5 �cs
_- /. ,' .. °`• Application Type ewslon
Code Version 2014 OCT 11 .e
Application Status Approved C
2017p /St'Comments Ce1J17Archived
'
F�
Product Manufacturer Custom Window Systems Inc.
Address/Phone/Email 1900 SW 44th Avenue
Ocala,FL 34474
(352)368-6922 Ext245
kpine@cws.cc
Authorized Signature Kevin Pine
kpine@cws.cc
Technical Representative Erin Koss
Address/Phone/Email 1900 SW 44th Ave.
Ocala,FL 34474
(352)368-6922 Ext291
ekoss@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 =DoorsSubcategory
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida
Professional Engineer
J 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
Validation Checklist-Hardcopy Received
Certificate of Independence FL161_RS COI-EValRep C. S_176E QG Laj dian DoorIPdf
_ Referenced Standard and Year(of Standard) Standard Year
T1. AAMA/101/I.S.2-97 1997
a ne co ASTM E1300-04 2004
Equivalence f P'rodud Standards
Certified By
Sections from the Code
T + 1
Product Approval Method Method 1 Option D
i
Date Submitted 04/28/2015
Date Validated 04/29/2015
Date Pending FBC Approval 05/06/2015
Date Approved 06/22/2015
Date Revised 09/26/2017
Summary of Products
FL# Model,Number or Name Description
161.1 Guardian Hinged Door Guardian Hinged Door w/Glazed Insert.
LI Its of Use Installation Instructions
Approved for use in HVHZ:No FL161 R5 II CWS-176 off
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 FL161 R5 AE EvalRep CWS-176E(Guardian Door.pdf
Rooms. Created by Independent Third Party:Yes
161.2 Guardian Hinged Door Guardian Hinged Door w/Solid Core.
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL16,1....._R.5...,._I.I.._CWS_242D_.(Guardian__Door._-_Solid Core.).,.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 FL161_R5 AE EvalRep CWS-242D jGuardian Door_Solid
Rooms.
Core)..pdf
Created by Independent Third Party:Yes
Bad] 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 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:
Ueda Card
Safe
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popp-
PRIME DOOR - NON-IMPACT GENERAL NOTES:
(SHOWN w/ALUM.SINGLE HUNG) 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFAC'
TO COMPLY WITH THE FLORIDA BUILDING CODE(FBC),CURF
EDITION.
i 2.GLAZING OPTIONS:(SEE SHEET 2)
I 37 1/4" 3.CONFIGURATIONS:OUTSW ING,LEFT OR RIGHT HINGED.
OVERALL WIDTH 4.DESIGN PRESSURE RATING:
I
� 36" -NEGATIVE DESIGN LOADS BASED ON,TES fED PRESSURE P
GLASS TABLES ASTM E-1300-04.
UNIT WIDTH -POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE,VN
INFILTRATION TEST PRESSURE AND GLASS TABLES
DOOR CORE ASTM E-1300-04.
` A 5.ANCHORAGE:THE 33 1/3%STRESS INCREASE HAS NOT BEEP
Illj IN THE DESIGN OF THIS PRODUCT.SEE SHEET 6 FOR ANCHC
DETAILS. W INDLOAD DURATION FACTOR Cd=1.6 WAS USED I
ANCHOR CALCULATIONS.
i 7 5/8" 6.NOT APPROVED FOR IMPACT RESISTANCE.IMPACT PROTEC'
HINGE(TYP.) SYSTEM IS REQUIRED IN WIND BORNE DEBRIS REGION.
7.ALL FRAMES SCREWED TOGETHER. SMALL JOINT SEAM SE
USED AT ALL FRAME JOINTS.
37 1/2"
B B 2z"
HINGE(TYP.)
81" 6
OVERALL 1
HEIGHT
i
i
80"
UNIT
HEIGHT 512
I
i
i Lucas
z9„ Turner
DOOR 2015-0
CORE 20:51-
i
A A �
`s
TABLE OF CONTENTS
GENERAL NOTES&ELEVATIONS........1
CONFIGURATIONS.................................2
SECTION VIEWS.....................................3 MAX. UNIT SIZE DESIGN PRESSURE RATING IMPACT RATING
ANCHOR SCHEDULE&NOTES.............5 37-1/4" x 81�� +/— 40 PS[•�� NONE
INSTALLATIONDETAILS...............:. 6 _i
k/I V'gY57I"
1900 SW 44TH AVE.
OCALA,F LORIDA 34474
www.cws.cc
3/4" •
MAX UNIT WIDTH
23 1/2' �' 1000 ALUM.
GLASS DLO GUARDIAN DOOR
NON-IMPACT
N �
YI
2 1 2" w I f- ¢T
GLASS
DLOO
0 pU)
N i iZ
l Cr Lu
/
MAX / ':, �awo
a
UNIT Lu w > Fr
HEIGHT F
a a v
a� a Q w
�I �I¢ O
w o(U m+<id
I !z
26" ,,���n n urrgr�
DLO J`�•5 Pr10RE{_. TGG��
� GENS�•
No 58201 •:�7�
STATE OF '•w
COp1OPG\��`
'rrs�OyNA�
4/27/2015
22" LUCAS A.TURNER,P.E.
GLASS DLO FL PE#58201
1239 JABARA AVE.
SH-3500(SEE SEPARATE APPROVAL) NORTH PORT,FL 34288
ALL GLAZING DSB TEMPERED MIN. PH.941-380-1574
SHEET DESCRIPTION:
DOOR
CONFIGURATIONS
DENDATE:
09/08/08
DREV.:
ESI SHEET
1:10 20F6
i 1 -
pp-
I
?. .. 15 12
-- -
INTERIOR 8
\ 13
I
I 8
3435 @❑El I I m❑�
I
El a
i
37 O Q
li —
j c
3 14 28
29 10
SECTION VIEW B-B
16i I
- ----- --- --- ------ - ---- -- - ----- -
n
23
6 (1193) THRESHOLD DESCRIPTION MAX.POS.
ALT.THRESHOLD(1186) •ALT.THRESHOLD(1126) ,
SECTION VIEW A-A 1126 BUMPER THRESHOLD NONE
1186 STANDARD THRESHOLD +40
SADDLE THRESHOLD NONE
ITEMS NOT SHOWN FOR CLARITY: NOTE:INSTALLATION w/1126 OR 1193 THRESHOLDS ONLY
9,11,17-19,24-26,31,36 WHERE NO WATER INFILTRATION RESISTANCE IS N
%RT# DESCRIPTION PARTS LIST VENDOR MATERIAL —25/8" (36 ����®
RJR
-1377 HEAD,ZBAR,OUTSWING KEYMARK ALUM
VdIN094d SYSTEW,'S
-1374 JAMB,ZBAR,OUTSWING KEYMARK ALUM 2^
-1186 THRESHOLD KEYMARK ALUM OCA A,FLORIDAAVE.
_ .. g � OCALA, LORI 34474-
-1193 SADDLE THRESHOLD KEYMARK ALUM WWW.CWS.CC
:1126 BUMPER THRESHOLD KEYMARK ALUM
1001 DOOR CORE KEYMARK ALUM
1002 CORNER KEY KEYMARK ALUM j 1000 ALUM.
3008 HINGES IDEAL SS 1/8" 8 OUTER FRAME GUARDIAN DOOR
3376 POP RIVET HUB SS 6 1/16" 4 1/4" ASSEMBLY NON-IMPACT
3280 DEADBOLT-3127-A-0 DELANEY SS
3280 LOCKSET-3127-A-Q DELANEY SS 11
3302 WSTP,.330 x.187 FIN,BLACK SOFT TOUCH ULTRAFAB n o
3310 WSTP,.350 x.187 BULB VINYL ULTRAFAB N n c7 Fw
3224 WSTP.,THRESHOLD VINYL TEAM PLASTICS I v; o
3087 GASKET,DOOR KNOB PRATT IND. FOAM ! 1/16" CD a
3204 GASKET,DEADBOLT HO PRODUCTS FOAM
3584 FOAM CORE ELITE DOOR CORE-H-1001 W � ¢ m
z
3214 BUGSWEEP
3539 8 x 3/4,QUAD PAN TEK FASTEC STEEL CORNER KEY-S 1002 PANEL FRAME . m O
3329 FOAM BLOCK,DOOR KNOB IMPERIAL FOAM ASSEMBLY o p
3350 FOAM BLOCK,FILLER METALS USA o i o
INI IN CC 0 z L>L
3369 CYLINDER,DOOR PLUNGER YALE SS w I W O Cl:
3370 CYLINDER,DEAD BOLT YALE SS a a "
3531 8 x 3/8 PHIL FLAT SMS FASTEC SS ¢ ¢ w Ir
3214 BUGSWEEP TEAM PLASTICS PLASTIC U
1300 ADJUSTABLE SWEEP KEYMARK ALUM f 23/8"--{ �23/8 w
2 5/8" a a o¢ o
3367 DOOR STRIKE YALE SS T —L Lu 1 o U m ¢j O
3368 DEADBOLTSTRIKE YALE SS 3J/4 �F- 1/16 1/16" �— I z
3612 8 x 1-1/4 QUAD PAN W/1/4"LEAD FASTEC STEEL I 1/16"
3776 BACKER PLATE ALCOA ALUM 1 13/16" 1 1 11/16" 3 1 3/1� 6" ���``PNOREIy'T����'
E.N S' Q •�
'EMS NOT USED: ADJUSTABLE SWEEP S-1300
�-22,27,30 OUTSWING HEAD S-1377 OUTSWING JAMB S-1374 No 58201
crz
SINGLE HUNG B.O.M.NOT SHOWN,SEE SEPARATE APPROVAL. * STATE OF :JJ
215/16" . c'6". P �•
3 3/8" 3 7/16" '' *SfpNALE %"�``
5 r _
1 1/2" 7/8" u 13/16"
1 1/16" L— rlllsI I 4/27/2015
�_ tt LUCAS A.TURNER,P.E.
SADDLE THRESHOLD S-1193 FL PE#58201
ANDARD THRESHOLD S-1186 BUMPER THRESHOLDS 1126 1239 JABARA AVE.
NORTH PORT,FL 34288
PH.941-380-1574
SHEET DESCRIPTION:
BOM AND EXTRUSIONS
THRESHOLD DESCRIPTION MAX.POS.DP
1126 BUMPER THRESHOLD NONE DRAWN BY: DATE:(
1186 STANDARD THRESHOLD +40 ADE 09/08/08
1193 SADDLE THRESHOLD NONE DwG
CWS-176 E
AL .SC E
.. .-.,.,
ALL ALUMINUM EXTRUSIONS ARE 6063 T"o UNLESS OT'rtL-RWISENOTEDtI NOTE:INSTALLATION w/1126 OR 1193 THRESHOLDS ONLY ALLOWED WHERE NO WATER INFILTRATION RESISTANCE IS NEEDED. 1.2 4 OF 6
j
i --
i
s 12 3/4" MAX O.C.(TYP.) 7
6" MAX.(TYP.) SEE-NOTE 2
—— — — ---— 6" MAX.(TYP-.)---
i
�— INSTALLATION
ANCHOR(TYP.)
J--
i 17
MAX.O.C.
(TYP.)
INSTALL TWO#8 ANCHORS THRU
STRIKE PLATE AND DEADBOLT STRIKE
PLATE INTO SUBSTRATE(TYP.)
_ INSTALL ONE#8 ANCHOR THRU
EACH HINGE INTO SUBSTRATE(TYP.)
ANCHOR LAYOUT
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 BEAI
SHIMS SHALL BECONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER.WOOD SHIMS ARE NOT ALLOWED.
i
3.ANCHOR TYPE,SIZE,SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS,SEE TABLE 1,SHEET 6.
I
=—---- - 4.-ALL INSTALLATION ANCHORS MUST'BE.MADE OF OR PROTECTED WITH A CORROSION RESISTANT MATERIAL OR COATINGI-DISSIMILAR-METALS OR MATERIALS_IN CONTACT_WITH-PRESSURE T_RE
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 LEE
THE MINIMUM SPECIFIED IN TABLE 1,SHEET 6.
6.ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO
7.A MINIMUM CENTER-TO-CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS:3"FOR MASONTRY,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 T
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(FL"AN'GE WINDOWS) _, FMA/WDMA 250(BOX WINDOWS),FiVIA/AANiA/WDMA300(EXFERIOR DOORS)
RJ
/ TYPICAL HEAD ANCHORAGE �(WINDOW
S
WINDOWfiJ YaTE R
01N.EMBEDMENT --- ' -- MIN.EDGE DIST. — - 1900 SW 44TH AVE.
3EE TABLE 1 SEE TABLE 1 j OCALA,FLORIDA 34474
WWW.CWS.CC
SUBSTRATE BY OTHERS INTERIOR 1/4" MAX.SHIM i
3EE TABLE 1
'ERIMETER SEALANT HINGE/STRIKEPLATE HINGE/STRIKEPLATE 1000 ALUM.
3Y INSTALLER MIN.EDGE DIST. MIN.EMBEDMENT i MIN:EDGE DISTANCE GUARDIAN DOOR
SEE TABLE 1 SEE TABLE 1 SEE TABLE 1
NSTALLATION ANCHOR NON-IMPACT
3EE TABLE 1
SEALANT BEHIND MIN.EMBEDMENT r'
=LANGE BY INSTALLER 1/4" MAX.SHIM HINGE/STRIKE PLATE SCREW SEE TABLE 1 N Fw
SEETABLEI Ion
Y LL W
INSTALLATION ANCHOR SUBSTRATE-BY OTHERS W I-I¢ co
INTERIOR SEE TABLE 1 SEE TABLE 1
SEALANT BEHIND ERIMETER SEALANT I m
FLANGE BY INSTALLER
w
I¢i wl0 O o
NSTALLATION ANCHOR � B HORIZONTAL SECTION a z 3EE TABLE 1 SEAL OR SET IN % 6 TYPICAL JAMB ANCHORAGE ow o >
0 U
CONCRETE OR MASONRY i o 0 o U
¢ o
'ERIMETER SEALANT �f
3Y INSTALLER < T \� '
MIN.EMBEDMENT w;o U co ¢ O
c o i'
SUBSTRATE BY OTHERS 4 SEE TABLE 1 ,♦i�umrrrrrr
3EE TABLE 1 + `♦♦♦♦♦P3ypREbtr
AIN.EDGE DIST. - -" No 58201 G
)EE TABLE 1
A J VERTICAL SECTION
6 TYPICAL SILL ANCHORAGE :9 STATE OF :4u=
� F �
C�
0 N A.%%%%SS1
X� r
4/27/2015
LUCAS A.TURNER,P.E.
FL PE#58201
1239 JABARA AVE.
NORTH PORT,FL 34288
PH.941-380-1574
TABLE 1:APPROVED INSTALLATION FASTENERS SHEET DESCRIPTION:
ATE TYPE ANCHOR TYPE MIN.EMBEDMENT MIN.EDGE DIST.
INSTALLATION DETAILS
ETE(2.0 KSI MIN.) 3/16"ITW TAPCON 1" 1-1/8"
TE(2.85 KSI MIN.) 3/16"ELCO ULTRACON 1" 1" DRAWN BY: (DATE:
SOUTHERN PINE(G=0.55) #10 WOOD SCREW 1-3/8" 1/ " ADE I 09/08/08
tU 6063-T5 MIN.)OR #10 GRADE 5 SELF-TAPPING/ . FULL THREAD_ 2" DWG#: REV.:
IN.) DRILLING SCREW THRU 0.045" 1/2 NOTE:GLAZED WINDOW FRAME ATTACHMENT SHALL FOLLOW ALUMINUM CWS-176 i E
ND STRIKE PLATE ANCHORS #8 WOOD SCREW 1-3/8" 7/g" ANCHORAGE AS SHOWN IN TABLE 1. SCALE: SHEET
SOUTHERN PINE(G=0.55) 1:2 6 OF 6 j