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FL# FE 6735-R2
Application Type Revisi
Code Version
Application Status Approved
Comments
Archived
Product Manufacturer Custom Window Systems Inc.
Address/Phone/Email 1900 SW 44th Avenue
Ocala,FL 34474
(352)368-6922 Ext 291
jlathrop@cws.cc
Authorized Signature Kevin Pine
kpine@cws.cc
Technical Representative Jay Lathrop
Address/Phone/Email 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 Ext 221
amonteverde@cws.cc
LQ
Category =WindSubcategory lider
_,—)
rr 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,PE
i Validation Checklist-Hardcopy Received
Certificate of Independence &16735 R2CGI evaIReopr�s 67C pdf
Referenced Standard and Year(of Standard) Standard Year
AAMA/W DMA/CSA/101/I.S.2/A440-08 2008
ASTM E1886-05 2005
ASTM E1996-09 2009
Equivalence of Product Standards
Certified By
Sections from the Code
Product Approval Method Method 1 Option D
Date Submitted 09/28/2017
Date Validated 09/29/2017
Date Pending FBC Approval 10/03/2017
Date Approved 12/12/2017
Summary of Products
Model,Number or Name Description
16735. HS-8200 PVC Horizontal Slider HS-8200 PVC Horizontal Slider,Impact,74"x 63",XO or OX.
-Limits of Use Installation Instructions
Approved for use in HVHZ:No &16735 R2 II QWS-867C.od
Approved for use outside HVHZ:Yes Verified By:Lucas A.Turner 58201
Impact Resistant:Yes Created by independent Third Party:Yes
Design Pressure:+50/-50 Evaluation Reports
Other:Large Missile'D",WZ3,DP+/-50 psf.Glass complies FL16735 R2 AE EvalReport867C.odl
with ASTM E1300-04. Created by Independent Third Party:Yes
16735.2 HS-8200 PVC Horizontal Slider HS-8200 PVC Horizontal Slider,Impact,111"x 63",XOX.
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL16735 R2 11 CWS-868C.pd
Approved for use outside HVHZ:Yes Verified By:Lucas A.Turner 58201
Impact Resistant:Yes Created by Independent Third Party:Yes
Design Pressure:+50/-50 Evaluation Reports
Other:Large Missile"D",WZ3,DP=/-50 psf.Glass complies FL16735 R2 AE Evallkeporl:868C.odf
with ASTM E1300-04. Created by Independent Third Party:Yes
Contact Us:.2601BlairStone Road,Tallahassee FL 32399 Phone:850-487-1824
The State of Florida is an AA1EEO employer.Copyright 2007-2013 State offlorkla.::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-rec6,ds 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 emailladdress 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 dick here.
Product Approval Accepts:
MW NNW ERE
Credit,Card
Sate
HORIZONTAL SLIDER - LARGE MISSILE IMPACT GENERAL NOTES:
1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED WINDOW$YSTEMS
TO COMPLY WITH THE FLORIDA BUILDING CODE(FBC),CURRENT I
I 1900 SW 44TH AVE.
EDITION AND IS RATED FOR WIND ZONE 3 MISSILE LEVEL 0 IMPACT 1 OCALA,FLORIDA 34474
USE AS DEFINED IN ASTM E 1996 PER THE FBC. wwW.CWS.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
74"MAX.UNIT WIDTH 2.GLAZING OPTIONS:(SEE SHEET 2) HORZ. SLIDER
33"GLASS DLO 3.-CONFIGURATIONV"OX',"XO". IMPACT.,,
A 4.DESIGN PRESSURE RATING:
-NEGATIVE DESIGN LOADS BASED ON,TESTED PRESSURE AND
-POSITIVE DESIGN LOADS BASED ON,TESTED.PRESSURE,WATER Uj zOz w—i;!=
INFILTRATION TEST PRESSURE AND GLASS TABLES 0 fr cc
MAX. S.ANCHORAGE:THE 33 1/3%STRESS INCREASE HAS NOT BEEN USED a 0 0)�-.a-P w a.
FLANGE B B IN THE DESIGN OF THIS PRODUCT.SEE SHEET 5 FOR ANCHOR 0 Z 3 Z I_:D U)
HEIGHT DETAILS. WINDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD 1 9
xwoxoR CALCULATIONS. ��:82wgmog
63" 6.PRODUCT APPROVED FOR IMPACT-RESISTANCE. SHUTTERS ARE NOT w 0 a 7i
REQUIRED, THE IMPACT ROTARY LOCKS ARE INTENDED TO BE 2 Z U)LU 0_j U)l'-
MAX UNLATCHED DURING NORMAL OPERATION OF THIS PRODUCT,BUT EL ——'L wo��
UNIT C C 59 9/16^ MUST BE ENGAGED PRIOR TO EXPOSURE TO HURRICANE WINDS AND 0 NO IL x W 0
MAX. FLYING DEBRIS, a. t- IL Of CL
SASH
HEIGHT 7.ALL FRAMES AND VENTS FULLY WELDED.SMALL JOINT SEAM SEALANT 0"itillit"',
USED AT FIXED MEETING RAIL AND HEADISILL. o' N..........
58 liI/i 8.SERIES/MODEL DESIGNATION HS-8200. ":i
9.THE DESIGNATION X AND 0 STAND FOR THE FOLLOWING:
X=OPERABLE SASH,0=FIXED SASH tit.
10.SECTION CALLOUTS;APPLY TO ALL ELEVATIONS IN A SIMILAR '�O% ....Af,t
11.sxnERwm'WEEP SLOT 114'x 1"LOCATED 4"FROM BOTH ENDS,
33.GLASS DLO Lucas
is 5/16.MAX.SASH WIDTH Turner
2017-08-30 8/29/2017�
LUCAS A.TURNER,P.E.
FL PE#58201
i 1239 JABARA AVE.
I NORTH PORT,FL 34288
PHI941-380-1574
GENERAL NOTES AND
ELEVATIONS
TABLE OF CONTENTS 3V'
ADE 10/10/13
SECTION VIEWS&GLAZING DETAILS 2 MAX. UNIT S�DESIGN PRESSURE RATIN��:7 IMPACTRATING lowd
ANCHOR SCHEDULE&NOTES................4 74"X 63" 50 PSF LARGE MISSILE IMPACd
INSTALLATION DETAILS ......__5 SHEET
r ti (N.41JJ(y STEMS /
INTERIOR 44j �A7� (48) (4� tNFFtDdaV+lSYYEh§S
1900 SW 44TH AVE.
OCALA,FLORIDA 34474
f7 www.CW&CC
r i
8200 PVC
1..._:..: HQRZ.SLIDER
IMPACT--
z Q a a p Q d z az3
o z wuo <wgw
Q w 202 R�zF-^
f9 Qu)'y .OW3:o3
(41) 4)(31 �� ��% C� SECTION VIEW C-C Z z x �a w p O OF o
'4
ALTERNATE JAMB ROTARY LOCKS O U x h
SECTION B-8 v v F F-h Z)a
0
MAY BE SUBSTITUTED FOR JAMB IMPACT HOOKS o 2�=)?Z I..,Z)co
..........
- --- NOTE:FIXED LITE AT HEAD Z¢ O z 0 c6 2 p 0 O
AND SILL IS SIMILAR. NOTE:ROTARY LOCKS ARE TO BE ENGAGED ONLY > 4 s O O
fy C� DURING HURRICANE CONDITIONS. a �M �7�20 ui
-3; w 00O�ri�fn owul2
(- 35 =hIL �=`Lu
J9 0-
F a
j}....._...._........__..._._. 171 g
y 1p111Nagy
(a i,......._.__.._.._......._..__..
. ) �v;' No 58201
C4 ---HEAD IMPACT HOOK(TYP.)
42 MIDSPAN OF SASH 1
(ITEMS 35 8 36) 718"OVERALL :¢=
""lD: STATE OF
--� —118"ANNEALED or TEMPERED "r�prA'•.;�C QP.'�t?e
INTERIOR I J �- —7n6°AIRSPACE
_.5116"LAMI .
1i
1t8"ANNEALED
FIN FRAME ONLY:
JAMB IMPACT HOOKS -3` DUPONT FVB INTERLAYER y
{431 OR ROTARY LOCKS I f""
LOCATED AT THIRD POINTS 1!8"ANNEALED
Ii
j 812412417 _
(
( 3/ PURFECT GLAZE"H"
�
3SIKAFLEX 552 .
LUCAS A.TURNER,P.E.P.E
FL PE#58201
41 1239 JABARA AVE.
"(341 r NORTH PORT,FL 34288
I:
PH.941-380-1574
f � I 1fi`-` SHEET
(25} I I i 7- 112*GLASS BITEpESCRIPTION:
p IL? SECTION VIEWS AND
—"— ————— GLAZING DETAIL
;DCC2AYJFJN•BY:-- OATE:'—�-- '
SECTION A-A HEAD IMPACT HOOK AND i",. ' ADE 10/10/13
JAMB IMPACT HOOKIROTARY LOCK LOCATIONS
1:20owcdi
SECTION 0-D
ALTERNATE FIN FRAME GLASS TYPE A CWS-867 C --
1:1 �'scnL�; SHEET
1:2 2 OF 5
'
�
L
WINDOWSYSTEMS
12 1J2"MAX.O.C.(TYP.)— 1900 SW 44TH AVE.
3-(TYP.) OCALA,FLORIDA 34474
6"MAX.(TYP.) a�--ry 4'MAX.(TYP.) 8"MAX.O.C.(TYP.)
6"MAX.(TYP.) 1 i""' SEE NOTE 2 3'(TYP 4"MAX.(TYP.)
I € ---SEENOTE2 WWW.CWS.CC
-- -- -- --
!
8200,PVC
r INSTALLATION r
ANCHOR(TYP.) I I I I I"IORZ"SLIDER
INSTALLATION
ANCHOR(TYP.).. .- --- IMPACT
8" ...-...... -- '
I MAX.O.C.
I (TY'')
17" I I �) WHO Cwow
MAXAO.C, w ZOZ w
i i t l i i i t
(TYP.) a O X O X 1 _zII-
O OF OLj 4=�a
O U U)i- n-1-(n M
ou'6z�om
I I I ¢ I—z 1y2-000-Z
q z
w R.Xu}iOwu)w
-------
z-
a
-- — — -- — — --- -- O wr0 (Lt
I
(L F- a
ANCHOR LAYOUT-(FLANGE) ANCHOR LAYOUT-(FIN) 014611491",#
No 58201 ;S1
y . STATE OF :mak+{
NOTES: 00fit It
i
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 1116"IS PRESENT. LOAD BEARING SHIMS SHALL BE f
CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER.WOOD SHIMS ARE NOT ALLOWED. /-
8129/2017
3.ANCHOR TYPE,SIZE,SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS,SEE TABLE 1,SHEET S.
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.
FL PE#58201
BE PROTECTED TO PREVENT REACTION. ( 1239 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
941-380-1574
SPECIFIED IN TABLE 1,SHEET 5. PH. _
jps ETDESCRIPTION:� �W
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 REQUIRE 1X WOOD BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. I NOTES
INSTALLATIONS TO HOLLOW CMU REQUIRE THE USE OF 1X BUCKS BETWEEN THE PRODUCT AND SUBSTRATE.
7.A MINIMUM CENTER-TO-CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS:,3"FOR MASONRY,1"FOR WOOD AND METAL. IbkxwN sv: DATE:
ADE 10110!13
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. DwG H REV.:-
SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET,SHEET 5. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. CWS-867 C
9.SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: ESHEET
BCALT
FMAIAAMA 100(FIN WINDOWS),FMAIAAMA 200(FLANGE WINDOWS), FMANVDMA 250(BOX WINDOWS),FMA(AAMA/WDMA 300(EXTERIOR DOORS) 1:20 40175
MIN.EMBEDMENT
TYPICAL HEAD ANCHORAGE SEE TABLE 1 SUBSTRATE
BY OTHERS WINDOW SYSTEMS
-MIN.EDGE DIST. 1/4"MAX.SHIM-- SEE TABLE I MIN.EDGE DIST. SUBSTRATE
SEE TABLE I 13Y OTHERS 1900 SW 44TH AVE.
SEE TABLE I SEE TABLE I OCALA,FLORIDA 34474
SUBSTRATE BY OTHERS 114"MAX SHIM wwW.CWS'Cc
SEE TABLE 1MIN.EDGE DIST.
MIN.EMBEDMENT o
SEE TABLE I
PERIMETER SEALANT SEE TABLE 1 820 PVC
BY INSTALLER INSTALLATION ANCHOR 0
.INSIDE AND OUT c: SEE TABLE 1 MIN. HO. RZ.SLIDER
EMBEDMENT
SEALANT BEHIND SEE TABLE 1 IMPACT
FLANGE BY INSTALLER 114"MAX,SHIM 2
A Z <
0 < i-,L"O .60
PERIMETER SEALANT
Z W-10 <�Zaw 6
PERIMETER SEALANT BY INSTALLER w ZOz
INSIDE AND OUT U) 0 w
BYINSTALLER �:
INSIDE AND OUT INSTALLATION ANCHOR Z' Z' uj 0 0
SEALANT BEHIND SEE TABLE 1 0 0 1-O'j< of
INSTALLATION ANCHOR 0 0 Z 0- 5.
HORIZONTAL SECTION HORFLANGE BY INSTALLER SEALANT BEHIND 0 z —2 (n
SEE TABLE i FIN BY INSTALLER z 00=1 --:)U—
I ZOO)2ZO o
< It—m- 0 U-z
TYPICAL JAMB ANCHORAGE TYPICAL FIN ANCHORAGE Q 0
HEAD AND SILL SIMILAR FOR FIN INSTALLATION To-�
Lu awcow
to W rx Zia. R_jq�_
O:E(0
0 ui P 0 0-7:w>.
O� =: O� -3�uj 10
1/4"MAX.SHIM CL I.- iL w
SEALANT BEHIND
FLANGE BY INSTALLER %00�DREW P�At
101. ..........
10
MIN.EMBEDMENT
PERIMETER SEALANT
BY INSTALLER SEE TABLE I No 58201 "P
INSIDE AND OUT
STATE OF
SUBSTRATE BY OTHERS
7<, ID
SEE TABLE I MIN.EDGE DIST, ......
SEE TABLE I
A'\ VERTICALSECTION
TYPICAL SILL ANCHORAGE
8/29/2017
TABLE 1:APPROVED INSTALLATION FASTENERS L_..__..__..........._
..................
LUCAS A.TURNER,P.E.
FRAME TYPE SUBSTRATE TYPE ANCHOR TYPE MIN.EMBEDMENT MIN.EDGE DIST. FL PE#58201
FLANGE CONCRETE(2.0 KSI MIN.) 3116"ITW TAPCON 1-1/2" 1-118" PERIMETER SEALANT 1239 JABARA AVE.
FLANGE HOLLOW OR GROUT-FILLED CMU(117 PCF MIN.) 3/116"ITW TAPCON 1.1 2' BY INSTALLER NORTH PORT,FL 34288
FLANGE CONCRETE(2.85 KSI MIN.) 3116'ELCO ULTRACON 1. INSIDE AND OUT HORIZONTAL SECTION PH.941-380-1574
FLANGE 2-1/2" 5 BOX FRAME INSTALLATION 'SWE_ET DESCRIPTION:
FLANGE 2X MIN.SOUTHERN PINS(G=0.55) 3116"ITW TAPCON 1-3/8" 7/8" HEAD AND SILL SIMILAR FOR BOX INSTALLATION INSTALLATION DETAILS
OR ELCO ULTRACON
FLANGE 2X MIN.SOUTHERN PINE(G=0.55) #10 WOOD SCREW "--7/8"- ---FL-A'tIGE-REMOVA"GT-E:-PAR-TIALL*GR-FUL6Y-REMOWNG-T-HE—FLANGE, bg
16 GAUGE(0.060")MIN.STEEL STUD 910-16HILTIKWIK-FLEXOR ITW FULL THREAD UP TO AND INCLUDING A BOX-FRAME APPLICATION IS ACCEPTABLE PROVIDED: I
FLANGE 7/16" 1 AIDE 10/10113
(33 KSI YIELD MIN) TEKS SELF-DRILLING SCREW THRU 0.060" il:i6wh _
118"ALUM. .
,( T5 MIN.)OR 910 GRADE 5 SELF-TAPPING I FULL -MIN.1/4"FILLET OF CONSTRUCTION-GRADE ADHESIVE CAULK IS APPLIED : ,
FLANGE 7116" INSIDE AND OUT,FULL PERIMETER,BY INSTALLER. CWS-B67
1118"STEEL(33 KSI MIN.) DRILLING SCREW THRU 0.126' -PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS C
FIN 2X MIN.SOUTHERN PINE(G=0.55) 1#8 WOOD SCREW 1-1/2" 1/2" SHOWN FOR FLANGE WINDOWS. scaLc SHEET
5 OF 5