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Regulation
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FL# FL16736-RS
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
ekass@cws.cc
Authorized Signature Koss Erin
ekoss@cws.oc
Technical Representative Erin Koss
Address/Phone/Email 1900 SW 44th Ave.
Ocala,FL 34474
(352)368-6922 Ext 291
ekoss@cws.cc
Quality Assurance Representative ]ay Lathrop
Address/Phone/Email 1900 SW 44th Ave.
Ocala,FL 34474
(352)368-6922 Ext 291
jiathrop@cws.cc
Category Windows
Subcategory Horizontal Slider
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
EZ 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
W Validation Checklist-Hardcopy Received
Certificate of Independence11F <I CCI EviEI,CVkS71;,,,�� F,Z00<7) I ;,n%F
Referenced Standard and Year(of Standard) , Year
AAMA/WDMA/CSA/101/I.S.2/A440-08 2008
ASTM E1300-04 2004
ASTM E1886-05 2005
ASTM E1996-09 2009
PA/TAS 201/202/203 1994
Equivalence of Product Standards
Certified By
http://www.tloridabuilding.org/pr/pr app_dtl.aSpx?param=wGEVXQWtDqu8obl`/`2fZm6... 6/24/2415
Florida Building Code Online Page 2 of 2
Sections from the Code
Product Approval Method Method 1 Option D
Date Submitted 04/15/2015
Date Validated 04/21/2015
Date Pending FBC Approval 04/25/2015
Date Approved 06/22/2015
Summary of Products
FL* Model,Plumber or Flame Description
16736.1 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:Yes Fi..16736 R11 II C9S_$Zj5_(HS-8200,7443,IMP).odf
Approved for use outside WHIZ:Yes Verified By:Lucas A.Turner 58201
Impact Resistant:Yes Created by Independent Third Party:Yes
Design Pressure:+60/-60 Evaluation Reports
Other:Large Missile,74"x 631,DP+/-60 psf.Outer lite in FL1.67,'r,6 R1 AE DuPont PVB NOA 13-0129 27.Ddf
I.G.must be safety glazed when used above 30 ft.In HVHZ. FL16736 RI AE EvaiRep CWS-871B(HS-6200 74x63
Glass complies to ASTM E1300-04. IMP).Udf
FLI6736 RI AE Ouanex fMlkron)NOA 121017 07 pdf
Created by Independent Third Party:Yes
16736.2 HS-820fl PVC Horizontal Slider HS-8200 PVC Horizontal Slider,IMPACI",121"x 63",XOX.
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL16736 91 II CWS-8698{HS-8200 111x63 IMP)pdf
Approved for use outside HVHZ*Yes Verified By: Lucas A.Turner 58201
Impact Resistant:Yes Created by Independent Third Party:Yes
Design Pressure:+601-60 revaluation Reports
Other:Large Missile,til"x 63",DP+/-60 psf.Outer lite FL16736 III AE DuPont:PVBlyOA 13-0129 27 p I�f
In I.G.must be safety glazed when used above 30 ft.In FI 1,-fiZ3¢ R1 AE DuPont S P NOA 11-0624 Eve
HVHZ.Glass complies to ASTM E1300-04. FL16736 R1 AE EvplRev CWS-669B(HS-8200,111x63.
IMP).Ddf
FL1.67i6 RI AE Quanex(Mikron)NOA 12-1017 02.pdr
Created by Independent Third Party:Yes
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ran act ns:;1940 NQrth Ftnnma Street,'raiiansz F 729x1 gjgs,(1e,�Q 0-487-1874
The State of Florida is an AA(EEO employer.canvriaht 2007-2,013 State of Florlda ::Privacy m=nt;;�e8ssiaitity Statem t;;gg[gtpd 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 offlce by phone or by traditional mail.If you have eny questions,please contact 854.487.1395.-Pursuant to
section 455.27S(I),Florida St3tutes,effective October 1,2012,licensees licensed under Chapter 455,F.S-must provide the Department with an erne!]address if
they have one.The emaiis provided may be used for offidal 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 ikensee under
Chapter 455,F.S.,please click jigm,,.
Product Approval Accepts-
912
$LCdrlt'til Iritt:l
I
http://www.floridabuilding.org/pr/pr_app_dtl.aspx?paraln=wGEV3�QwtDqu$abl%2fiZm6... 6/24/2015
1239 Jabara Ave.
URNER North Port FL 34288
ENGINEERING& Ph.941-380-1574
TCONSULTING,INC. FBPE C.O.A.429779
Evaluation Report 871B
April 18,2015
Product Description: Series 8200 PVC Horizontal Slider Window,Large Missile Impact(HVHZ),XO
or OX 74"x63"unit size with design pressures of+/-60 psf(Fin or Flange window)
Manufacturer: Custom Window Systems,Inc. 1900 SW 44h Ave,Ocala,FL 34474
Statement of Compliance: This report evaluates the above-listed product per the requirements of FAC
Product Approval Rule Chapter 61 G20-3.005(4). This product complies with the requirements of the 5'b
Edition(2014)Florida Building Code including the High Velocity Hurricane Zone. 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-871B,signed and scaled by Lucas A.Turner,P.E.
3) Test Reports NCTL-210-3887-1,AA,-2,and-2A,by National Certified Testing Laboratories,
Orlando,FL,signed and sealed by Gerard J.Ferrara,with testing performed: TAS 201,202,203
`94,ASTM E 1886 '02/04/05,ASTM E 1996'04/06/09,and AAM_ A/WDMA/CSA
101/l.S.2/A440 '08
4) Supplemental Calculations to support CWS-87 I B,signed and scaled by Lucas A.Turner,P.E.
Installation: Units must be installed according to approval document CWS-871B.
Limitations of Use: This product:
May be used up to the sizes and daylight openings indicated in CWS-871B
Achieves design pressures of+/-60 psf
Is Large Missile impact resistant and does not require the use of shutters
May be used in the High Velocity Hurricane Zone
Requires Dupont Butacite PVB Interlayer per Miami-Dade N.O.A. 13-0129.271 t
Requires Quanex(Mikron)white rigid PVC framing per Miami-Dade N.O.A. 12-1017.02
1 have evaluated the interlayer and framing materials in these Dupont and Quanex NOAs and find
that they comply with the requirements of the 5'h Ed.(2014)Florida Building Code for use in this
product
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.
04001080%,
OREW
No 58201
1;
OF STATE
.1 '%. 4/18/2015
e
N Lucas A.Turner,P.E.
FL PE 958201
Lucas A.Turner
2015-04-18 22:21-04:00
PARTS LIST CORNER CON6TRUCTION—j
ITEM PART It DESCRIPTION VENDOR iAATERtAL 37/8 ....
1 H-1497 Reint-Sash Meet.Rail Keymark Alum —03 WI �
2 1+1699 Rein.S.B.R./S.S.R, Keymark Alum //��
3 H-1836 Meat.Rall,Fxd. Keymark Alum 5 I 1900 SW 44TH AVE.
OCALA,FLORIDA 34474
4 H-8052 Sash TopBot.Rail Mikrcm PVC 2171116" 1;16" awiv, L7 1116^ 21/8" 1116" WWW.CWS,CC
5 H-6048 Main Fr.,SH,w/Fin.,PVC Mikron PVC11 4 -
6 H-6650 Sash Meet.Rail,PVC Mikron PVC t� CORNER WELD
_— 1^ (ALLSIDES) M PVC
7 11-6051 Sash Side Bali,PVC Mlkron PVC 0"�®�z�L'®�R
6 11-6049 Nlaln Fr.,SH,v0pig.,PVC Mikron PVC PVC FRAME FLANGE-6049 FIXED RAIL-1836 RZ.SLIDER
9 P 3029 Screen Pull Tab Summit PVC FRAME FIN-6046
10 P-3033 Screen Spring,SS Hurley —216 1 161tE' 13116" 1 T-
11 P-3113 Screw Support,PVC Team Plastic Rubber 9.TO
12 P•3216 Screen Frame Altmetal RollForm ...� a a a w F-
13
13 P•3228 Screen Spline,,155 Dia.,Elk, Dapa 1 Lill'
1516' o o a
15?8^ C� 15'16" i Y W ..
14 P-4754 Screen Frame Coater Key Allmetal Nylon 1/1g- 7716,• 1116" FIXED MEETING RAIL <
15 P•3342 Seam Sealer,SM-5504 Schnee Silicone SCREWED TOGETHER WITH
16 P-3352 Sat.Blk.,85 Dur.,118-x 518-x 2"Lg. FrankLowe Rubber PVC SASH MTG,RAIL-6050 PVC SASH SIDE RAIL-6051 PVC SASH TOP/BTM RAIL-6052 PVC FIXED RAIL COVER-6o63 OUTERFBRAME Z
17 P-8429 Wstp.,0.270 x.187 back FinSeai,Gr Ultrafab a Q,
18 P-3539 #8 x 3{4"Square TEK 2 Zinc Faslane( Steel � •, W
19 P-4730 #0 x 112"Truss PH TEK 2 enc Fasteral Steel 0 3116^ 2 w
a
20 P-3752 Cap Plug,1(2"Hole M&M Nylon fL... t0 1W116^ Ills^
-3783 or O L 4— a z I 821 P-5250 Spring lock,Impact,PVC Interlock SASH MTG,RAIL-1497 SASH REINF,-1698
22 P-4779 Reber,Tandem M&M Nylon L 1 chi j D
23 P-4051 108 x 1 114 Ph FHTEK,Wht. Fastenal Steel I -,.r 314, y
24 P-4069 Kemper,Impact,PVC Interlock 718^, 3n6„�; 9�gess9reaassh'"
25 P-4479 Weep Cover wt Flap M&M Nylon �— ,,oe p@10REy1y TGmmm�m
26 P-4638 98 x 2112 Ph Truss SMS Ajax Steel PLAN VIEW-1999 HEAD INTACT HOOK-1999 � �-1/ts —lits `��Gp ..
,.y ....
S.B.RIS.S.R.-1498
27 P 4958 Fotary Lock Sullivan T�nc ROLLER TRACK-1776 a No 5&201 A
28 P•4952 Keeper,Rotary Lock Sullivan Zr-c 0 3118" !k
29 P-4959 Wstp.,0.420 x.187 back FiuSeal, Ultraiab O 114 �7/8"�{ ®ro:
30 P-48M Barret Fastener Fastenal Steel } 41 �1— I 1 ���; STATE OF a kte
31 S-1112 Reinforcement,Head Keymark Alum 6 —� 718" 1 =� o pti a .• w`
Y �SrB•,f.... r6 im ........
32 S-1498 Rainf.S.S.R./S.S.R, Keymark Alum ... PVCGUIZEBEAD-6054 _...1116' m
34 S•1778 Roller Track Keymark Alum L 1/16' GLAZESEAD-1112 y
35 S-1999 Frame Hook,Head,Impact Keymark Alum PIAN VIEW-2000 PANEL IMPACT CATCH-2000
36 S•2000 Parw_!Catch,Head,Impact Keymark Alum 112^ l` ® 3 8", t, t 511 4/11(2Q15
37S-6005 Anti Lift Mikron PVC Sr18" LUCAS A.TURNER,P.E.
38 5-6013 18cm.Adapt.,wf Nib,PVC Mlkron PVC g I 3�-^ —1 t 1 ills, 1716 FL PE#58201
PVC SCREEN CATCH•6013 PVC ANTI-1-1171'-600S 1239 JABARA AVE.
39 B-6014 Scm.Adapt.,PVC Mikron PVC F SCREW SUPPORT-3113 NORTH PORT,FL 34288
40 S-6063 Fixed Rall Cover Mikron PVC PH.941-380-1574
41 S-6084 Glazing Bead Mlkron PVC 1 Us'�
5f16^ 1611E DESCRrPT10 ;
42 GLASS SEE SHEET CARDINAL GLASS
43 Purfect Glaze'H^,SikaFlex 552Henkel/Sika Silicons r Ing' J BOM AND EXTRUSIONS
PVC SCREEN SUPPORT-6014 'titv�wN e: DA're
j AIDE 10/112/13
LINE ITEMS NOT USED: CWS-871 B
33 NOTE ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED. tUCE' SHEET
---- - ..... 1:2 30175
WTN �Ys
12 W"MAX.0,0,(TYP,I 1900 SW 44TH AVE.
s.•--3°(TYP.) 4"MAX.{TYP.}— —TMi-6 ARAX O.c.4�P.) OCAUt FLORIDA 34474
a'MAX. SEENOTE2 I —SEENOTEP 4VWW.CWS.CC
j '(^"-3„(TYP.} 4"MAX.LTYP.}--. i I
6'MAX.(LYP.I—^ —
8m PVC
N ANCHOR
(TION "SLIDER
I � 1 ALdCHOR jTYP.) I I i INSTALLATION I
I •}I I I I PSJCHOR MR) iIMPACT
g•
��.
MAX O.C.
MID,)
i_
MAX,
/1.�,/
E
f-3
j
I I a cc l
�
ANCHOR LAYOUT-(FIN)
ANCHOR LAY011T•(FLANGE) _
€
NA
m <c Cs L
I 2
I
w
s� Ne 582!39 'g`�"T)
1b3 TATE t1F r
NOTES:
Rt �;• �
+r 4v O �9.•�4`�
S_INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION.SILL ANCHOR SPACING SAME AS HEAD. ++YjSp�N � aeo°
2.SHIM AS REQ AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIM$.MAX.ALLOWABLE SHIM STACK TO BE 1/4", USE SHIMS WHERE SPACE GREATER THAN 1116`IS PRESENT, LOAD BEARING SHIMS SHALL BE
{ CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER.WOOD SHIMS ARE NOT ALLOWED,
3.ANCHOR TYPE,SIZE,SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS,SEE TABLE 1,SHEET S. ^......411112015
4.ALL INSTALLATION ANCHORS MUST BE MADE OF OR PROTECTED WITH A CORROSION RESISTANT MATERIAL OR COATING.DISSIMILAR METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST � LUCAS A.TURNER5=1 P.E.
FL 9
BE PROTECTED TO PREVENT REACTION 1239 JABARA A AVE.A
5 INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURERS INSTALLATION INSTRUCTIONS,AND ANC14OSS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTTH$LESS THAN THE MINIMUM NORTH PORT,FL 34288
PH.941.360-1574
SPECIFIED IN TABLE 1,SHEET S.
svim
1T9 T _.
S.ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO, FOR CONCRBTEICMU OPENINGS,EMBEDMENT SHALL BE BEYOND WOOD BUCKS,IF USED,INTO SUBSTRATE. ANCHOR SCHEDULE AND
I{ INSTALLATIONS TO SOLID CONCRETE OR GROUT-FILLED CMU MAY INCLUDE BUT DO NOT REOURE 1XWOOD BUCKS BETWEEN THE PRODUCT AND SUBSTRATE, NOTES
INSTALLATIONS TO HOLLOW CMU REQUIRE THE USE OF 1 X BUCKS BETWEEN THE PRODUCT AND SUBSTRATE.
if)AW9Y: LSAT
T A MINIMUM CENTER-TO-CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS:3"FOR MASONRY,Y'FOR WOOD AND METAL.. ADS 10110113
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. MO.'..... Rt�v.;
SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET,SHEET 5.CONCRETE AND MASONRY SUBSTRATES MAY NOT 6E CRACKED. OWS-871 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: W`E' _ SHEET
FWAAMA 101)(FIN WINDOWS),FMAIAAMA 200(FLANGE WINDOWS),FMAANDMA 250(BOX WINDOWS),FMA+AAMANJDMA 300(EXTERIOR DOORS) � 1:20 4 OF S