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Product Approval Menu>Product or AorlicaRon_Search>AAoPlication List>Application Detail �
FL# FL161-116
Application Type Revision
Code Version 2017
Application Status Approved
Comments
Archived
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 ]ay Lathrop
Address/Phone/Email 1900 SW 44th Ave
Ocala,FL 34474
(352)368-6922 Ext291
jlathrop@cws.cc
Quality Assurance Representative Arturo Monteverde
Address/Phone/Email 1900 SW 44th Ave
Ocala,FL 34474
(352)368-6922 Ext221
amonteverde@cws.cc
Category Exterior Doors
Subcategory Swinging Exterior Door Assemblies
i
Compliance Method Evaluation Report from a�Florida Registered Architect or a Licensed Florida
Professional Engineer
Evaluation Report-Hardcopy Received
i
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
bV Validation Checklist-Hardcopy Received
Certificate of Independence
Referenced Standard and Year(of Standard) Standard Year
ASTM E283 2004
ASTM E330 2002
ASTM E331 I 2009
i
Equivalence of Product Standards Certified By Fj'saile ®py Sections from the Code
hops://www.floridabuilding.org/pr/car app_dtl.aspx?param=wGEVXQtD wgvyf4ngAXh11045csMGloEpo... 1/10/2018
Florida.Building Code Online Page e 2 of 2
Product Approval Method Method 1 Option D
I
Date Submitted 09/26/2017
Date Validated 09/29/2017
Date Pending FBC Approval 10/03/2017
Date Approved 12/12/2017
Summary of Products
6
FL# Model,Number or Name Description
161.1 Guardian Hinged Door Guardian Hinged Door w/Glazed Insert.
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL161 R6 II ICWS-176F.Ddf
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 Rooms. FL161 R6 AC, EvalReportl76. .Ddf
Created by Independent Third Party:Yes
;i
161.2 Guardian Hinged Door Guardian Hinged Door w/Solidi Core.
Limits of Use Installation instructions
Approved for use in HVHZ:No = _
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 Rooms.
Created by Independent Third Party:Yes
d 1 i J
Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:$50-487-1824
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 theyhave one.The emaits 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 area licensee under Chapter 455;F.S.,please click here.
Product Approval Accepts:
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https://www.floridabuilding.org/pr/pr_app dtl.aspx?param=wGEVXQwtDgvyf4nWIh1'I045csMGIoEpo... 1/10/2018
PRIME DOOR - NON-IMPACT GENERAL NOTES ����®�•
(SHOWN w/ALUM.SINGLE HUNG) 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED WINDOW SYSTEMS
TO COMPLY WITH THE FLORIDA BUILDING CODE(FBC),CURRENT
EDITION. 1900 SW 44TH AVE.
OCALA,FLORIDA 34474
2,GLAZING OPTIONS:(SEE SHEET2) WWW.CWS.CC
3L14" 3.CONFIGURATIONS:OUTSWING,LEFT OR RIGHT HINGED.
OVERALL WIDTH 4.DESIGN PRESSURE RATING: 1000 ALUM'
-NEGATIVE DESIGN LOADS BASED ON,TESTED PRESSURE AND GUARDIAN DOOR
36. GLASS TABLES ASTM E-1300-04e0l/09.
UNIT:WIDTH -POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE,WATER NON-IMPACT
- - - }�—-- - - - INFIL-TRATION-TES-T-PRESSURE-AND-GL-ASS-TABLES-- ---- --- —- -- ---
I DOOR CORE ASTM E-1300-04e01/09. < Z ¢Z
A 5.ANCHORAGE:THE 33 113%STRESS INCREASE HAS NOT BEEN USED z o J Co <w o LU
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IN THE DESIGN OF THIS PRODUCT.SEE SHEET FOR ANCHOR w z O z x z�_
DETAILS. WINDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD o ¢n r O rY m_
ANCHOR CALCULATIONS. LL I--w z
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7 5/8"_ 6.NOT APPROVED FOR IMPACT RESISTANCE.IMPACT PROTECTIVE _O O_m y Z N
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HEIGHT i P�fUR>41��T�p++�
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UNIT Turner No 58201 �L
HEIGHT 2017-09-15 .*%
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9/15/2017
LUCAS A.TURNER,P.E.
FL PE#58201
1239 JABARA AVE.
NORTH PORT,FL 34288
PH.941-380-1574
' H ` A SHEET DESCRIPTION:
GENERAL NOTES AND
TABLE OF CONTENTS ELEVATIONS
DRAWN BY: DATE:
GENERAL NOTES&ELEVATIONS,.......1 ADE 09/08/08
CONFIGURATIONS.................................2
SECTION VIEWS.....................................3 MAX. UNIT SIZE DESIGN PRESSURE RATING IMPACT RATING DWG z: REV.:
BOM&EXTRUSIONS..............................4 II I, r CWS-176 F
ANCHOR SCHEDULE&NOTES.............5 37-1/•4 x 81 +/-QO PSF NONE �-
INSTALLATION DETAILS........................6 scALE: SHEET
1:15 1 OF 6
`RJiP1®fSY'J SYSTEMS
1900 SW 44TH AVE.
OCALA,FLOR10A 34474
-- 7 3 d" -- W`NW.CWS.CC
MAX UNIT WIDTH
1000 ALUM.
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GLASS D GUARDIAN DOOR
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;az LUCAS A.TURNER,P.E.
GLASS DLO FL PE#68201
1239 JABARA AVE,
SH-3600(SEE SEPARATE APPROVAL) NORTH PORT,FL 34288
ALL GLAZING DSB TEMPERED MIN. PH.941-380-1574
SHEET DESCRIPTION:
DOOR
CONFIGURATIONS
DRAINN BY: DATE:
ADE 09/08i08
D r REV.:
C VVS-176 F
SCALE: - SHEET
1:10 2 OF 6
WINDOW SYSTEMS
-15 12` 0 1900 SW 44TH AVE.
OCALA,FLORIDA 34474
n
INTERIOR
www.cws.cc
=--"C) 1000 ALUM.
C34 35 p pD ElGUARDIAN DOOR
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9/16/2017
16 Q LUCAS A.TURNER,P.E.
/ FL PE#58201
(5� 1239 JABARA AVE.
J NORTH PORT,FL 34288
PH.941-380-1574
SHEET DESCRIPTION:
23
SECTION VIEWS
—�(1193) ALT.THRESHOLD(1186) ALT.THRESHOLD(1126) THRESHOLD DESCRIPTION I MAX.POS.DP DRAWN BY: DATE:
SECTION VIEW A-A 1126 BUMPER THRESHOLD NONE
1186 STANDARD THRESHOLD +40 ADE 09/08I08
RE .;
1193 SADDLE THRESHOLD NONE D' G6:
CWS-176 F
ITEMS NOT SHOWN FOR CLARITY: NOTE:INSTALLATION N/1126 OR 1193 THRESHOLDS ONLY ALLOWED act- SHE�--"
9,11,17-19,24-26.31,36 WHERE NO WATER INFILTRATION RESISTANCE IS NEEDED. 1:2 3 OFE6
PARTS LIST
PITEM PART#DESCRIPTION VENDOR MATERIAL 2
1 5-1377 HEAD,Z BAR,OUTSWING KEYMARK ALUM
3 S•1374 JAMB,Z BAR,OUTSWING KEYMARK ALUM _ WINDOW SYSTEMS `u
5 S• 188 THR SHOLD KEYMAR AL M 2 1900 SW 44TH AVE.
6 S•1193 SADDLE THRESHOLD KEY ARK A UM O Q OCALA,FLORIDA 34474
7 S•1126 BUMPERTHRESHOLD KEYMARK ALUMW WWCWS.CC
8 -001 DOOR CORE EYMAR ALUM �-
9 S•1002 CORNER KEY KEYMARK ALUM 1000 ALUM.
10 P-3008 HINGES IDEAL 58 - 1/8" OUTER FRAME ����p��� DOOR
P-3376 POP RIVET HUB SS ASSEMBLY
12 P•3280 D ADBO T•3 27-A•Q DE LANE SS 61116" 41/4" NON-IMPACT
13--P--3280-LOCKSET=3127=A-Q- DELANEY— SS _-
14 P-3302 WSTP,.330 x.187 FIN,BLACK SOFT TOUCH ULTRAFAB
15 P-3310 WSTP,.350 x.187 BULB VINYL ULTRAFAB < o w o 0
16 P-3224 WSTP„THRESHOLD VINYL TEAM PLASTICS w o ¢ u'j
17 P-3087 GASKET,DOOR KNOB PRATT IND. FOAM 1/16" p a }oo a 3:m
18 P-3204 GASKET,DEADBOLT HO PRODUCTS FOAM z P w s�z I- _
19 P-3584 FOAM CORE ELITE DOOR CORE-H-1001 0 0-
0 l¢ a
23--P-3214'BUGSWEEP- =- -
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24 P-3539 8 x 3/4.Q AD PAN TEK FASTEC STEEL PANEL FRAME z U v v a U
CORNER KEY-S•1002 4 F-,W Q 0 a
26 P-3329 FOAM BLOCK,DOORKNOB IMPERIALFOAM ASSEMBLY
26 P-3350 FOAM BLOCK,FILLER METALS USA } t:z s
28 P-3369 CYLINDER,DOOR PLUNGER YALE SS w 00 w w U)00 w`_nn Lu
29 P-3370 CYLINDER,DEAD BOLT YALE SS D= z-
31 P-3631 8 x 3/8 PHIL FLAT SMS FASTEC SS a 0
32 P-3214 BUGSWEEP TEAM PLASTICS PLASTIC ICE _- a '2
33 S-1300 ADJUSTABLE SWEEP KEYMARK ALUV 2 3/8"— 2 3!8" 2 5/8" °
34 P-3367 DOOR STRIKE YALE SS �` r—' —I ��%%'vAORE", "',
35 P-3368 DEADSOLT STRIKE YALE SS 3/4" -1 1116" 3/4" .`p y P•"•••.. Tc'4'�
+ 1/16° 1116" p:•�cE tas••.1?,.,
36 P-3612 8 x 1-1/4 QUAD PAN W/1/4"LEAD FASTEC STEEL 1 :JO; ` fi '•��.
1 13/16" 1 11116' 1 3/16" No 58201
37 P 3776 BACKER PLATE I ALCOA ALUM _� 3 33
LINE ITEMS NOT USED; 1 r;
ADJUSTABLE SWEEP S-1300 v
2,4, cr
20-22,27,30 OUTSWING HEAD S-1377 OUTSWING JAMB S-1374 0'•, Fr%+TE of 4u
NOTE:SINGLE HUNG B.O.M.NOT SHOWN,SEE SEPARATE APPROVAL.
2 15i16"
--3 7/18"--
r 3 3r8"
1 112" 1l16 7/8"
' `J 9/15/2017
L 1/16" LUCAS A.TURNER,P.E.
STANDARD THRESHOLD S-1186 BUMPER THRESHOLD S-1126 SADDLE THRESHOLD S-1193 FL PE#58201
'I 239 JABARA AVE:
NORTH PORT,FL 34288
PH.941-380-1574
SHEET DESCRIPTION:
BOM AND EXTRUSIONS
THRESHOLD DESCRIPTION MAX.POS.DP DRAWN BY: D" E:
1126 BUMPERTHRESHOLD NONE
1186 STANDARD THRESHOLD +40 ADE 09/08l08
1193 SADDLE THRESHOLD NONE DW #: REV,;
CWS-176 I F
NOTE:ALL ALUMINUM EXTRUSIONS ARE 6063-T6 UNLESS OTHERWISE NOTED. NOTE:INSTALLATION w/1126 OR 1193 THRESHOLDS ONLY ALLOWED SCALE:— SHEET
WHERE NO WATER INFILTRATION RESISTANCE IS NEEDED. 1:2 4 OF 6
12 3/4" MAX D.C.(TYP.)
6" MAX.(TYP.)— WINDOW SYSTEMSSEE NOTE 2
6" MAX,(TYP.) _ I �- 1900 SW 44TH AVE.
OCALA,FLORIDA 34474
W1MN.CWS.CC
INSTALLATION
ANCHOR(TYP,)
1000 ALUM.
GUARDIAN DOOR
- - - �- --
- - - - --
MAX.D.C. ¢ Z
-9 INSTALL TWO#8 ANCHORS THRU w z O z a -
STRIKE PLATE AND DEADBOLT STRIKE z�w z 7 z y
' PLATE INTO SUBSTRATE(TYP.) zo zo x o 1¢w
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ti-.Ji l No 58201 %tea
STATE OF
�$�F 0R1C�'�c,J�
NOTES:
1.INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION, SILL ANCHOR SPACING SAME AS HEAD.
2.SHIM AS RED 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 ��..
SHIMS SHALL BECONSTRUCTED 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. 9/15/2017
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. SNEETDESCR PTIO�ON:
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, DRa N Y; 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 ADE 09/08/08
STRUCTURE.SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET,SHEET 6. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. —7i^i5 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: C1NS-176 F
scAl --
FMA/AAMA 100(FIN WINDOWS),FMA/AAMA 200(FLANGE WINDOWS), FMANVDMA 250(BOX WINDOWS),FMA/AAMAIWOMA 300(EX,TERIOR DOORS) SHEET
1:20 5 OF 6
TYPICAL HEAD ANCHORAGE `
WINDOW SYSTEMS
MIN.EMBEDMENT
MIN,EDGE DIST. —� - OCA A,FLORIDAAVE,
SEE TABLE 1 SEE TABLE 1 OCALA, LORI 34474
WW4%l.CWS.CC
SUBSTRATE BY OTHERSINTERIOR 114" MAX.SHIM
SEE TABLE 1
PERIMETER SEALANT-- HINGE/STRIKEPLATE
SEE T HINGE/STRIKEPLATE 1000 ALUM.
BY INSTALLER �� MIN pBLEDIST. MIN.EMBEDMENT MIN.EDGE DISTANCE GUARDIAN DOOR
INSTALLATION ANCHOR— _ SEE TABLE 1 SEE TABLE 1
SGC-TABLE`-1.--- - — - — NON-IMPACT
SEALANT BEHIND
FLANGE BY INSTALLER 4/4" MAX.SHIM MIN.EMBEDMENT z O
HINGE/STRIKE PLATE SCREW — SEE TABLE 1 a uj o w go-zo
¢
SEE TABLE 1 zpz _ mG w§}OSLL r- z�
Z z T�E a=W p 0
0 0r-o a
-INTERIOR _ INSTALLATION ANCHOR } 1 SUBSTRATE BY OTHERS a
SEE TABLE 1- SEE TABLE-t o U ---
SEALANT BEHIND --� PERIMETER SEALANT ¢ F LL LL
FLANGE BY INSTALLER BY INSTALLER >- O N F r O-
H O >y zs
u F O
INSTALLATION ANCHOR
6 TYOPICAOLnJAMB ANCHORAGE a ° O
SEE TABLE 1 SEAL OR SET IN p w 0 0-_rf
>_
CONCRETE OR MASONRY � d By a
PERIMETER SEALANT e
BY INSTALLER
c p a MIN.EMBEDMENT `n PP1cRF4y Tc
SUBSTRATE BY OTHERS a o SEE TABLE 1 JL r'�� ss'•.��•�
SEE TABLE 1
MIN.EDGE DIST. 1- � :p STATE OF
F
SEE TABLE 1 `VERTICAL SECTION '04 rSC O R 1 L C,G,��`
6 TYPICAL SILL ANCHORAGE h�,,/0NA; ,V
9/15/2017
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 DESCR FPTION:
SUBSTRATE TYPE ANCHOR TYPE MIN.EMBEDMENT MIN.EDGE DIST.
CONCRETE(2.0 KSI MIN.) 3/16"ITN TAPCON 1" 1-1/8 INSTALLATION DETAILS
CONCRETE(2.85 KSI MIN.) 3/16"ELCO ULTRACON 1" V, DRAWN BY: DATE:
2XMIN.SOUTHERN PINE(G=0,55) #10 WOOD SCREW 13/8'. 1/2" AIDE 09/08/08
0.045"ALUM.(6063-75 MIN.)OR #10 GRADE 5 SELF-TAPPING/ FULL THREAD
0.045"STEEL(33 KSI MIN,) DRILLING SCREW THRU 0.045" 1/2 DWG—#. REV.:
HINGE AND STRIKE PLATE ANCHORS NOTE:GLAZED WINDOW FRAME ATTACHMENT SI-IALL FOLLOW ALUMINUM CWS-176 F
2XMIN.SOUTHERN PINE(G=-o #8 WOOD SCREW 1-3/8" 7/8" ANCHORAGE AS SHOWN IN TABLE 1. SCALE: SHEET
1:2 6OF6
URNER
1239 Jabara Ave.
North Port,FL 34288
ENGINEERING & Ph. 941-380-1574
TCONSULTING, INC. FBPE C.O.A. #29779
Evaluation Report 176F
September 25,2017
Product Description: Series 1000 Aluminum Guardian Swing Door,Non Impact,37'/4"x 81"size
max.,with SH-3500 Single Hung window insert
Manufacturer: Custom Window Systems,Inc. I900 SW 4,P 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 6 h Edition(2017)Florida Building Code outside the High Velocity Hurricane Zone in
accordance with FBC Sections 1709.5.2 and 2403. 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-176F, signed and sealed by Lucas A.1 Turner,P.El
3) Test Reports NCTL-210-3251-1,from National Certified Testing Laboratories,Orlando,FL,
with testing performed: ANSI/AAMA/NWWDA 101/I.S.2-97, including testing equivalent
to ASTM E 283-04 and ASTM E 331-00(09). Testing equivalent to ASii4 E 330-02 was
performed with 10-second loads held of 1.5x the design pressures stated below,therefore
meets the requirements of FBC Sect. 1709.5.2. Product framing is shown by calculation to
meet L/175 criteria for rigid glass supports in accordance with FBC Sect.2403.
4) Supplemental Calculations to support CWS-176F,signed and;sealed by Lucas A.Turner,
P.E.
Installation: Units must be installed according to approval document CWS-176F_
Limitations of Use: This product:
• May be used in up to 37 %4"x 81"overall sizes,with 35"x79',max. door core sizes. Max.
DLO for SH-3500 window insert are 22"wide x 26"high in the sash lite and 23 %"wide x
26'/2"high in the fined lite. Requires 1/8"tempered glass minimum.
• Achieves design pressures of+/-40 psf
• Is nonimpact and requires the use of shutters in windborne debris regions
• May not be used in the High Velocity Hurricane Zone
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.
,`;t4turrrrrrrrr
Lucas Turner
2017-09-25 =* = 9/25/2017
16:25+20:00 = = Lucas A. Turner, P.E.
sr�rt � - FL PE#58201
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