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Product Review Affidavit
Building Permit# Owners Name I j--? -� -5-t-5ek7 2eii,Ly Applicant: -RIC
Product Opening Design Product Rated Manufacturer Model Number Product Approval Glass Method of Attachment
Pressures Design Pressure Number Type
Windows �'U
Mullions
Fixed Glass
Block Glass
Skylights
Sliding Glass Doors
Swing Typo Doors
French Doors
Garage Doors
Hurricane Protection
Roof Ventilation
Roofing Material
Revised 07/22/2014
I have reviewed the above components or cladding and I have approved their use in this structure. These products provide adequate resistance to the
wind loads and forces specified by current code provisions.
Name: Signature: seal
Design Prof: Cert.No. Date:
Florida Building Code Online % Page 1 of 2
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Product Approval Menu>Product or Application Search>Application List>Application Detail
FL# FL16735-R1
Application Type Revision
Code Version 2014
Application Status Approved
Comments
Archived
Product Manufacturer Custom Window?Systems Inc.
Address/Phone/Email 1900 SW 44th Avenue
Ocala,FL 34474;
(352)368-6922;
ekoss@cws.cc
Authorized Signature Koss Erin
ekoss@cws.cc
i
Technical Representative Erin Koss
Address/Phone/Email 1900 SW 44th Ave. i
Ocala,FL 34474:; i
(352)368-6922; Ext291
ekoss@cws.cc
Quality Assurance Representative Jay Lathrop
Address/Phone/Email 1900 SW 44th Ave.
Ocala,FL 34474
(352)368-6922a ExC291
jlathrop@cws.cc'
Category Windows
Subcategory Horizontal Slider.
r
' r
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
I `
Evaluation Report!-Hardcopy Received
Florida Engineer or Architect Name who developed Lucas A.Turner
the 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,JPE
Validation Checklist-Hardcopy Received
i
Certificate of Independence FL16735 R1 COI EvalReo CWS-8676(HS-8200 74x63 WZ3 IMP)odf
Referenced Standard and Year(of Standard) Standard Year
AAMA/WDMA/CS,A/SOI/I.S.2/A440-08 2008
ASTM E1300-04 2004
ASTM E1886-05 2005
ASTM E1996-09 2009
Equivalence of Product Standards
Certified By
https://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDqu8obl%2flZm... 2/25/2016
vionaa Builamg uoae unlme ! Page 1 of 2
s
Sections from the Code
Product Approval Method Method 1 Option D
Date Submitted 04/14/2015
Date Validated 04/16/2015
Date Pending FBC Approval 04/19/2015
Date Approved 06/22/2015
Summary of Products
i
FL# Model,Number or Name Description
16735.1 HS-8200 PVC Horizontal Slider HS-8200 PVC Horizontal Slider,Impact,74"x 63",XO or
OX. 1
• Limits of Use Installation Instructions
Approved for use in HVHZ:No FL16735 R1 II CWS-867B(HS-8200.74x63.WZ3.
Approved for use outside HVHZ:Yes IMP):odf
Impact Resistant:Yes Verified By: Lucas A.Turner 58201
Design Pressure:+50/-50 Created by Independent Third Party:Yes
Other:Large Missile"D",WZ3,DP+/-50 psf.Glass Evaluation Reports
complies with ASTM E1300-04. FL16735 R1 AE EvalReo CWS-8678(HS-8200.74x63.
WZ3.IMP)odf
Created by Independent Third Party:Yes
16735.2 HS-8200 PVC Horizontal Slider HS-8200 PUC Horizontal Slider,Impact,111"x 63",XOX.
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL16735 R1 II CWS-8688(HS-8200. 111x63.WZ3.
Approved for use outside HVHZ:Yes IMP).bdf
Impact Resistant:Yes Verified By:Lucas A.Turner 58201
Design Pressure:+50/-50 Created by Independent Third Party:Yes
Other:Large Missile"D",WZ3,DP=/-50 psf.Glass Evaluation Reports
complies with ASTM E3300-04. FL16735 RI AE EvalReo'CWS-8686(HS-8200 111x63
WZ3,IMP)odf
Created by Independent Third Party:Yes
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The State of Florida is an A VEEO employer.Copyright 2007-2Q33 Stale of Florida.::Private Statement::Accessibility Sc?tement::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.,lf 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 Departrnent with an email address which can;be made available bo the public To determine if you are a licensee under
Chapter 455,F.S.,please dick here
Product Approval Accepts:
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https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqu8obl%2fIZm... 2/25/2016
GENERAL NOTES:
HORIZONTAL SLIDER - LARGE MISSILE IMPACT 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED WINDOW SYSTEMS
TO COMPLY WITH THE FLORIDA BUILDING CODE(FBC),CURRENT 1800 SW 44TH AVE,
EDITION AND IS RATED FOR WIND ZONE 3 MISSILE LEVEL D IMPACT 1900 S E.
USE AS DEFINED IN ASTM E 1996 PER THE FBC. W ALA,FLORIDAFL RI34474
CC
THIS PRODUCT MAY NOT BE USED IN THE HIGH VELOCITY HURRICANE
751/4"MAX.OVERALL FLANGE WIDTH ZONE(HVHZ)OR IN ASTM E 1996 WIND ZONE 4 AREAS.
8200 PVC
2.GLAZING OPTIONS;(SEE SHEET 2)
74"MAX.UNIT WIDTH HORZ.SLIDER
33"GLASS DLO 3.CONFIGURATIONS:"OX","XO". IMPACT
A 4.DESIGN PRESSURE RATING:
-NEGATIVE DESIGN LOADS BASED ON,TESTED PRESSURE AND n v
GLASSTABLESASTM E-1300-04.
-POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE,WATER a a
INFILTRATION TEST PRESSURE AND GLASS TABLES o 0 O
I ASTM E.1300.04. Y w
I
64 1/4"
4" 5.ANCHORAGE;THE 33 1/3%STRESS INCREASE HAS NOT BEEN USED w ¢ m
IN THE DESIGN OF THIS PRODUCT,SEE SHEET 5 FOR ANCHOR v)
HEIGHT I B DETAILS. WINDLOAD DURATION FACTOR Cd-1.6 WAS USED FOR WOOD z
- - ------ -- — -- - -- - - - -- -- ---- ---I---- - --------------------- ANCHOR CALCULATIONS:-- ...- ------..-— ---- -- - ----- - �--9
13
- -
_ PRODUCT APPROVED FOR IMPACT RESISTANCE SHUTTERS ARE NO N Z W
63" I -I REQUIRED. THE IMPACT ROTARY LOCKS ARE INTENDED TO BE LEFT w o ODC
MAX. UNLATCHED DURING NORMAL OPERATION OF THIS PRODUCT,BUT a o a
UNIT I C C MUST BE ENGAGED PRIOR TO EXPOSURE TO HURRICANE WINDS AND w W ¢
HEIGHT O X 599/16" F- z
MAX FLYING DEBRIS, C z w
I i I I
HEIGHT 7.ALL FRAMES AND VENTS FULLY WELDED.SMALL JOINT SEAM SEALANT o
I I USED AT FIXED MEETING RAIL AND HEAD/SILL, m ¢ O
z
56 13/16" I 8 8.SERIES/MODEL DESIGNATION HS-8200. ,11J«ninpq
OLDGLAI 5 9.THE DESIGNATION X AND 0 STAND FOR THE FOLLOWING: ���,,5 PNDRE. TG���i
5 X=OPERABLE SASH,O=FIXED SASH .•JOV.•��O E NSF•
I j I I D 10.SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR No 58201 •;-P
I a I 5 LOCATION.
I
D 11.EXTERNAL WEEP SLOT=114"x V LOCATED 4"FROM BOTH ENDS. O; STAT@ OF •:��`
D A A ����,�•al O p 1 P���`��
5 33"GLASS DLO Lucas A.Turner
365/16"MAX.SASHWIDTH 2015-04-11
15:16-04:00 4/11/2015
LUCAS A.TURNER,P.E.
FL PE#58201
1239 JABARA AVE.
NORTH PORT,FL 34288
PH.941-380-1574
SHEET DESCRIPTION:
GENERAL NOTES AND
ELEVATIONS
TABLE OF CONTENTS
DRAW BY: DAT
GENERAL NOTES&ELEVATIONS...........1 ADE 10/10/13
SECTION VIEWS&GLAZING DETAILS....2 MAX. UNIT SIZE DESIGN PRESSURE RATING IMPACT RATING Oq: RE .:
ANCHOR SCHEDULE&NOTES................4 74"x 63" +/-50 PSF LARGE MISSILE IMPACT cws 867 B
INSTALLATION DETAILS...........................5 scA SHEET
1;15 1 OF
aaom
LL�U�U1111
WINDOW SYSTEMS
121/2"MAX.O.C.(TYP.) 1900 SW 44TH AVE.
3"(TYP.) OCALA,FLORIDA 34474
3"(TYP.)6"MAX.(TYP.) SEE NOTE 2 4"MAX.(TYP.) B"MAX.O.C.(TYP.) S
6"MAX.(TYP.) � ( a^MAX.(TYP.) EE NOTE 2 W W W.CWS.CCFr
INSTALLATION
------ 8200 PVC
I I I
ANCHOR(TYP.) _ , I , HORZ.SLIDER
I I I I I I I INSTALLATION
S"
ANCHOR(TYP.) IMPACT
MAX.O.C.
I (TYP.)
17, = �
(TYP.).C. 1 I I I I v I ao
Y W
w ¢ m
L) z
LL O
/�� I I I a o lA
0 Z W
-- -- -- w —
.i'- -- -- -- -- -- V' U
I o ¢ W
ANCHOR LAYOUT-(FLANGE)
ANCHOR LAYOUT-(FIN) v o
m ¢ z
%%%%PNpREtb�T ,
,•
•'•.
�C61VSF�G.�PZ��
.J: No 58201
NOTES: _ - O T OF 4U
1:INSTALL ONE ANCHOR AT EACHINSI'ALLATION LOCATION.SILL ANCHOR SPACING SAME AS HEAD. '4�S'S��R���,���`
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 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 S. 4/11/2015
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.
Ftk
PERAA
BE PROTECTED TO PREVENT REACTION. 12399 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 MINIMUM NORTH PORT,FL 34288
SPECIFIED IN TABLE 1,SHEET 5.
PH.941-380-1574
SHEET DESCRIPTION:
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. ANCHOR SCHEDULE AND
INSTALLATIONS TO SOLID CONCRETE OR GROUT-FILLED CMU MAY INCLUDE BUT DO NOT REQURE 1X WOOD BUCKS BETWEEN THE PRODUCT AND SUBSTRATE.
INSTALLATIONS TO HOLLOW CMU REQUIRE THE USE OF 1X BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. NOTES
7.A MINIMUM CENTER-TO-CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS:3"FOR MASONRY,1" DRAWN BY: DATE:
FOR WOOD AND METAL. ADE 10/10/13
S.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. DWG a: AUT.-
SUBSTRATES
.:SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET,SHEET 5, CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. CWS-867 B
9.SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: sc . SHEET
FMA/AAMA 100(FIN WINDOWS),FMA/AAMA 200(FLANGE WINDOWS), FMA/WDMA 250(BOX WINDOWS),FMA/AAMAANDMA 300(EXTERIOR DOORS) 1.20 4 OF 5
MIN.EMBEDMENT // j7/7((V�r® •I/(/�{
TYPICAL HEAD ANCHORAGE SEE TABLE 1 SUBSTRATEV(JRJlil7(( Irl//`j/Ij
BY OTHERS WINDOW SYSTEMS
MIN.EDGE DIST. 1/4"MAX.SHIMtSEALANT
ABLE 1 MIN.EDGE DIST. — SUBSTRATE 1900 SW 44TH AVE.
SEE TABLE 1 SEE TABLE 1 SBY EE TABLE 1 1900OCAS FLORIDA E.
SEE TABLE
BY OTHERS 114"MAX.SHIM W W W.CWS.CC
34474
SEE TABLE 1
MIN.EMBEDMENT DGE DIST.
PERIMETER SEALANT SEE TABLE 1 BLE 1
8200 PVC
IN INSTALLER SEEALLATIONANCHOR HORZ.SLIDER
INSIDE AND OUT TABLE 1
SEALANT BEHIND MIN.EMBEDMENT
FLANGE BY INSTALLER 1/4"MAX.SHIM SEE TABLE 1 IMPACT
n a
PERIMETER SEALANT N F
EALANT BY INSTALLER o o O
INSIDE AND OUT
UT INSTALLATION ANCHOR y
INSTALLATION ANCHOR IND SEE TABLE 1 w w m
SEE TABLE 1 FLANGE BY INSTALLERSEALANT BEHIND N
FIN BY INSTALLER c1 Z
HORIZONTAL SECTION rC1 HORIZONTAL SECTION LL
5 TYPICALJAMBANCHORAGE TYPICAL FIN ANCHORAGE o 0
HEAD AND SILL SIMILAR FOR FIN INSTALLATION $ w Z W
Er
W F=
a o
o � �
114"MAX.SHIM o w
SEALANT BEHIND c7 p
FLANGE BY INSTALLER O
m ¢ Z
N310ETA LLER NT S E TABLED %%%gt ORES
JVP .��CENSF•.�,r��.
SUBSTRATE BY OTHERS No 54201
SE TABLE 1MIN.EDGE DIST.
_,.._. .._ ._ SEETABLE-1(A ION 9 STT OF •Al�
5 TYPICAL SILL ANCHORAGE__...._,_.,._ �i�0 °4O "
s,ONNA1;�
TABLE 1:APPROVED INSTALLATION FASTENERS
a 4/11/2015
FRAME TYPE SUBSTRATE TYPE ANCHOR TYPE.- .. MIN.EMBEDMENT. MIN.EDGE DIST. ,LUCAS A.TURNER,P.E.
FL PE#'58201
FLANGE 3/16"ITW TAPCON 1.1/2" 1.1/8" PERIMETER SEALANT 1239 JABARA AVE.
NGE HOLLOW OR GROUT-FILLED CMU(117 PCF MIN.) CON 1" 2" BY INSTALLER NORTH PORT,FL 34288
-FLANGE CONCRETE(2.85 KSI MIN.) 3116"ELCO ULTRACO 1" 1" INSIDE AND OUT D HORIZONTAL SECTION PH.841-360-1574
FLANGE GROUT-FILLED CMU(ASTM C-90) 3/16"ELCO ULTRACON 1-1/4" 2-1/2" BOX FRAME INSTALLATION SHEET DESCRIPTION:
FLA 2X MIN.SOUTHERN PINE(G=0.55) 3/16"ITW TAPCON 1 3/8„ 7!8" HEAD AND SILL SIMILAR FOR BOX INSTALLATION
OR ELCO ULTRACON INSTALLATION DETAILS
FLANGE 2X MIN.S = 55 #1 1318" 7/8" FLANGE REMOVAL NOTE:PARTIALLY OR FULLY REMOVING THE FLANGE, D WN BY: DATE:
FLANGE 16 GAUGE(0.060")MIN.STEEL STUD #10.16 HILT]KWIK-FLEXOR 17W FULL THREAD UP TO AND INCLUDING A BOX-FRAME APPLICATION IS ACCEPTABLE PROVIDED:
(33 KSI YIELD MIN) TEKS SELF-DRILLING SCREW THRU 0.060" 7/16 ADE 10/10/13
1!8"ALUM.(6063-T5 MIN.)OR #10GRADE SSELF-TAPPING/ FULL THREAD MIN.1/4"FILLET OF CONSTRUCTION-GRADE ADHESIVE CAULK IS APPLIED a: .
FLANGE 7/18" INSIDE AND OUT,FULL PERIMETER,BY INSTALLER. CWS-867 B
1!B"STEEL(33 KSI MIN.) DRILLING SCREW THRU 0.125" PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS
FIN 12X MIN.SOUTHERN PINE(G=0.55) 1#8 WOOD SCREW 1.1/2" 1/2" SHOWN FOR FLANGE WINDOWS. SC SHEET
1:2 50F5