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FL# Type Manufacturer I Validated By Status
"ib735 Revision Custom VfLlri w 5ysterrl Steven M. Urich, Approved
Rl FC#:FC1G-3 PE
Hist- x Model HS 820D PVC=tiorizontalSl►der- a (717) 932-8500
Descnptlon NS 8200{PVG Horizontal Slider, IMPACT, 7 " j_.0 XO or
r Category Windows _ ti=
Oka
p Approved 6y DBPR"ApprdvaI PRshall=lie revtewed a`na ratified by the POC and/or the Commission if necessary.
Contact Us:: 1940 North Monroe Street.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 avallalile to the public.To determine if you are a licensee under Chapter
455,F.S.,please click here.
Product Approval Accepts:
® r�heck
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4/14/2016 Florida Building Code Online 1
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Ci %PbApproval Busines �� U u Public si I ,.
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Q M ay >
FL.# - FCI6736
lcc
F�x�-��Applatron-T_ype Revision i
Code Version 2014
Application Status Approved
I
Comments
Archived U
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
Technical Representative Erin Koss
Address/Phone/Email 1900 SW 44th Ave.
Ocala, FL 34474
(352) 368-6922 Ext 291
ekoss@cws.cc
I
Quality Assurance Representative Jay Lathrop
Address/Phone/Email 1900 SW 44th Ave.
Ocala, FL 34474 ,,
(352) 368-6922 Ext 291
jlathrop@cws.cc
Category
@1W ndows
a, u z0gory — rizdntal Slider ii
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
G Evaluation Report,; Hardcopy Received
I'
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
G+ Validation Checklist- Hardcopy Received
p
Certificate of Independence FL16736 R1 COI Eva,Rep CWS1718 (HS-8200, 74x63. IMP).odf
Referenced Standard and Year(of Standard) Standard �l II Year
AAMA/W DMA/CSA/101/I.S.2/A440-08 2008
ASTM E1300-04 p 2004
ASTM E1886-05 2005
ASTM E1996-09 2009
PA/TAS 201/202/203r 1994
Equivalence of Product Standards
https://floridabuilding.orgtpr/pr_app dtl.aspx?param=wGEVXQwtDqu8oblp/p2flZm6TgPohLz6ontOaKpvglON3eNaBBB 3yAgMA%3dp/p3d 1/2
4/14/2016 Florida Building Code Online
Certified By I
Sections from the Code
' I
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
SummarV of Products
FL# Model,Number or Name Description
�-- --:T- —
_1,6736,1-�T_:� yS�8200 PVC Horizontal_Slider=r_,,, HS�8200-PVG�Ho4�ontal Slider II---MPA-� 744x_63" XO or OX.
Limits of Use Installatiorrinstrucfioris� ti �a„
Approved foruse m HVHZ Yes- FL16736 R1 II CWS-871B (HS 8200, 74x63, IMP).odf�
Approved for use outside HVHZ_Yes Verified By Lucas A Turner 58201
Impact;Re'slstant Yes _ g Created by'Tndependent Third'=Party, Yes
`
G -Design Pressure +60/,60 w Evaluation Reports
Other Large Mjssile, 74 x 63 , DP+/ 60 psf Outer lite i---. F -6736--R
Ii.AE DuPont PVB NOA 13 0129 27.Ddf
I,G musYi3 safety glazedwhen used above 30 ft In HVHZ. FL16736 R1�AE EvelRep CWS 87113 (HS 8200:74x6
�rGtass complies to ASTM ES300 04 IMP df =�=
6-R11.AOua ex°(Mik�on) NOA 12 1017 02 pdf
a - Created by Independent Third Party Yes"
16736 2Slider HS-8200 PVC Horizontal Slider, IMPACT, 111"x 63", XOX.
Limits 6 s Installation Instructions
Approved for use in HVHZ:Yes FL16736 R1 II CWS-869B (HS-8200 111x63, IMP).Odf
Approved for use outside HVHZ:Yes Verified By: Lucas A.iTurner 58201
Impact Resistant:Yes Created by Independent Third Party: Yes
Design Pressure: +60/-60 Evaluation Reports
Other: Large Missile, 111"x 63", DP +/- 60 psf. Outer lite in FL16736 R1 AE DuPont PVB NOA 13-0129 27.Ddf
I.G. must be safety glazed when used above 30 ft. in HVHZ. FL16736 R1 AE DuPont SGP NOA 11-0624 02.pdf
Glass complies to ASTM E1300-04, FL16736 R1 AE EvalRep CWS-869B(HS-8200, 111x63,
IMP).Ddf
FL16736 R1 AE Ouanex (Mikron) NOA 12-1017 02.pdf
Created by Independent Third Party: Yes
Back Next
I
Contact Us::1940 North Monroe Street,Tallahassee FL 32399 Phone:850-487-1824
The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida. ::Privacy Statement I:Aocessibility 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:
FOR eChnk M
sccuritvnucrnres
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https://floridabuilding.orglpr/pr appdtLaspx?param=wGEVXQwtDquBobl%2flZm6TgPohLz6ontOaKpvglON3eNaBBB 13yAgMA°/pad%3d ?J2
1239 Jabara Ave.
URNER North Port, FL 34288
ENGINEERING & I. Ph. 941-380-1574
TCONSULTING, INC. FBPE C.O.A. #29779
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 441''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 5t'
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-87113, signed and sealed by Lucas A. Turner,P.E.
3) Test Reports NCTL-210-3887-1, -lA, -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 AAMA/WDMA/CSA
101/I.S.2/A440 `08
4) Supplemental Calculations to support CWS-871B, signed and sealed 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. 13-0129.27t
• Requires Quanex(Mikron)white rigid PVC framing per Miami-Dade N!O.A. 12-1017.021
I
t I have evaluated the interlayer and framing materials in these Dupont and Quanex NOAs and find
that they comply with the requirements of the 5u'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. �.
,AoRE1j�
��y4titrar�trdt*
911,
ti : No
r % STA7F_ OF 4UZ 4/18/2015
.O
�N '�`~ Lucas A. Turner, P.E.
,I''r 4dtOf►f A� �r i FL PE#58201
itttrrnr����
I Lucas A. Turner
12015-04-18 22:21-04:00
GENERAL NOTES: a abym
HORIZONTAL SLIDER - LARGE MISSILE IMPACT 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED (�(� (SYS
TO COMPLY WITH THE FLORIDA BUILDING CODE(FBC),CURRENT WINDOW YSTEWIS
EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ)AND 1900 SW 44TH AVE.
IS RATED FOR WIND ZONE 4 MISSILE LEVEL D IMPACT USE AS DEFINED OCALA,FLORIDA 34474
IN ASTM E 1996 PER THE FBC. WWW.CWS.CC
75114'MAX OVERALL FLANGE WIDTH-�`-- 2.GLAZING OPTIONS:(SEE SHEET 2) 8200 PVC
3.CONFIGURATIONS:"OX","XO". HORZ.SLIDER
74"MAX UNIT WIDTH
4.DESIGN PRESSURE RATING: IMPACT
33"GLASS DLO -NEGATIVE DESIGN LOADS BASED ON,TESTED PRESSURE AND
-- -- -- A -- GLASS TABLES ASTM
-POSITIVE DESIGN LOADSDS BASED ON,TESTED PRESSURE,WATER �n v
INFILTRATION TEST PRESSURE AND GLASS TABLES
-- I - ASTM E-1300-04. a
�' I -- -- I o o ❑
5.ANCHORAGE:THE 331/3%STRESS INCREASE HAS NOT BEEN USED
641/4' I I I IN THE DESIGN OF THIS PRODUCT.SEE SHEET 5 FOR ANCHOR
6, 1/ DETAILS. WINDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD w ¢ m
FLANGE B I B ANCHOR CALCULATIONS. ❑ Z
HEIGHT
I 6.PRODUCT APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE NOT mco
O
REQUIRED.THE IMPACT ROTARY LOCKS ARE INTENDED TO BE LEFT c o Cl)
UNLATCHED DURING NORMAL OPERATION OF THIS PRODUCT,BUT w z0 w
MUST BE ENGAGED PRIOR TO EXPOSURE TO HURRICANE WINDS AND aw w FDr
MAX I FLYING DEBRIS. o w o-
UNIT
HEIGHTO I X j 59 9116" 7.ALL FRAMES AND VENTS FULLY WELDED.SMALL JOINT SEAM SEALANT a z
SMAX USED AT FIXED MEETING RAIL AND HEAD/SILL. ? < w❑
HEIGHT
I I I 8.SERIES/MODEL DESIGNATION HS-8200.
I I I m Q0
9.THE DESIGNATION X AND O STAND FOR THE FOLLOWING:
GLASS I 5 X=OPERABLE SASH,O=FIXED SASH ,`�.0%,ODRE4V
DLO 5 10.SECTION CALLOUTS APPLY TO ALL ELEVATIONS INA SIMILAR ���GPr?:�\OENSF•t�2�0�
5 LOCATION. t
I I D+ , ,J .Ji�� No 58201 I z
I I 5? 11.EXTERNAL WEEP SLOT=1/4"x 1"LOCATED 4"FROM BOTH ENDS. t
9% STATE OF :�4U
-- — —
C
ffL_;;;6"
A ITurnerLucas A '' ;0NA� ?033"GLASS DLO 2015-04-11 MAX SASH WIDTH 15:18-04:00
4/11/2015
LUCAS A.TURNER,P.E.
FL-PE-t58201 —
_ _ 1239 JABARA AVE.
NORTH PORT,FL 34288
PH.941-380-1574
SHEET DESCRIPTION:
GENERAL NOTES AND
ELEVATIONS
DRAWN BY: DATE:
TABLE OF CONTENTS
ADE 10/10/13
GENERAL NOTES&ELEVATIONS...........1 — DMs: REV.:
SECTION VIEWS&GLAZING DETAILS....2 � -MAX"'UNI-T SIZE DESIGN PRESSURE E�ATIN_G_ IMPACT RATING
EXTRUSIONS&B.O.M...............................3CWS-871 B
ANCHOR SCHEDULE&NOTES................4V-7%"._,_03 �! q
SY �" +'/'�601PSFl LAR_G ___S_SILE UMPACT SCALE: SHEET
INSTALLATION DETAILS...........................5 ="
1:15 1 OF5
7 8 30 2 WINDOW SYSTEMS
INTERIOR 1900 SW 44TH AVE.
OCALA,FLORIDA 34474
11 1 18 21 1 3 6 WWW.CWS.CC
8200.PVC
HORZ.SLIDER
IMPACT
O N H
O O 0
41 40 3 1 29 39 O }
W Q m
SECTION B-B Z
M
8 11 NOTE:FIXED LITE AT HEAD N
AND SILL IS SIMILAR. H
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31w o O cr
W w a
19 w
w cc
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38 3 = W
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36 3ro 4 Z
19
��p»nunry�
41 4 000?REW
HEAD IMPACT HOOK(TYP.)
MIDSPAN OF SASH ��QS.��G E NS'•G'Q�4�
4 (ITEMS 35&36) ���V '�' F `•' ��
7/e"OVERALL ,•'• No 58201 P
1/8"ANNEALED or TEMPERED *: * •L*
7/16'AIRSPACE
INTERIOR 19STATE OF
I 5/16"LAM[ O % -� pP .740
1/8'ANNEALED ,���i�S1pNA4E�.��`�,,
_ SWEEPLOCK(TYP.) _ fbreffist��
ONLY ENGAGED PRIOR - "-- - .09II DUPONT P_VB INTERLAYER
43 TO HURRICANE FORCE WINDS. 1/8"ANNEALED
4 I I LOCATED AT THIRD POINTS 4/11!2015
3
19 I X I (ITEM 27) 43 PURFECT GLAZE'H'
13- —_ —_ — �—' SIKAFLEX 552 LUCAS A.TURNER,P.E.
Q 2 — —- - - FL.P_E#_58201- _
1 1 41 1239 JABARA AVE.
34 NORTH PORT,FL 34288
8 5 _ PH.941-380-1574
I 16 SHEET DESCRIPTION:
25
O O
3 1/2'GLASS BITE SECTION VIEWS AND
O GLAZING DETAIL
4 DRAWN BY: DATE:
SECTION A-A HEAD IMPACT HOOK AND ADE 10/10/13
JAMB SWEEP LOCK LOCATIONS
1:20 DWG#: REV.:
SECTION C-C GLASS TYPE A CWS-871 B
ALTERNATE FIN FRAME 1:1 SCALE:
SHEET
1:2 2OF5
PARTS LIST 31/8" CORNER CONSTRUCTION
ITEM PART# DESCRIPTION VENDOR MATERIAL 31/8" •1 V(!1{nvC4ll//UL/(y
1 H-1497 Plaint.Sash Meet.Rail Keymark Alum WINDOW SYSTEMS Il�/I
2 H-1699 Reinf.S.B.R./S.S.R, Keymark Alum3 1900 SW 44TH AVE.
B 5 OCALA,FLORIDA 34474
3 H-1836 Meet.Rail,Fxd. Keymark Alum 1/16' WWW.CWS.CC
4 H-6052 Sash Top/Bot.Rail Mikron PVC 211/16^ 39116' 21/8" 1/16'
5 H-6048 Main Fr.,SH,w/Fin.,PVC Mikron PVC 1/76" O
O CORNER WELD 8200 PVC
6 K6050 Sash Meet.Rail,PVC Mikron PVC —i (ALLSIDES)
7 H-6051 Sash Side Rail,PVC Mikron PVC L 7" FIXED RAIL-1836 1.8 HORZ.SLIDER
8 H-6049 Main Fr.,SH,w/Flg.,PVC Mikron PVC PVC FRAME FLANGE-6049 IMPACT
9 P-3029 Screen Pull Tab Summit PVC FRAME FIN-6048
15
10 P-3033 Screen Spring,SS Hurley 1 15/76• 1 3116" 6 r' r
�r�23/16' � 9/76'
11 P-3113 Screw Support,PVC Team Plastic Rubber s � N F
12 P-3218 Screen Frame Allmetal ROIIFarm � 7 4 40 0 0 0
13 P-3228 Screen Spline,.155 Dia.,Blk. Dapa 15/8, 1 5/8" Q 1 5/8' ED
1 5/16" Y w
1/16"14 P-4754 Screen Frame Comer Key Allmetal Nylon 1/16" 1116• I 1/16" FIXED MEETING RAIL w ¢ m
15 P-3342 Seam Sealer,SM-5504 Schnee Silicone .-II-- LL SCREWED TOGETHER WITH Z
ODTOGETH E U Z
16 P-3352 Set.Blk.,85 Dur.,1/8"x 5/8"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-6063 1:8 M F: O
17 P-3429 Wstp.,0.270 x.187 back FinSeal,Gr Ultrafab o o rn
uJ 18 P-3539 #8 x 3/4"Square TEK 2 Zinc Fastenal Steel 5/a 3/4" 2 w O
19 P-4730 #8 x 1/2"Truss PH TEK 2 Zinc Fastenal Steel 0 3/16" r�
w a w a
T 1 1 1/16"
20 P-3752 Cap Plug,1/2"Hole M&M Nylon 5/16" W a!O L 1116" 1. 0 ¢ N
P-3783 or
21 P-5250 Spring Lock,Impact,PVC Interlock SASH MTG.RAIL-1497 SASH REINF.-1699 v o
22 P-4779 Roller,Tandem M&M Nylon 6• I 1 5/16" m a 0
23 P-4051 #8 x 1 1/4 Ph FH TEK,Wht. Fastenal Steel 35 7/16" 1 1/4° z
3/4'
24 P-4069 Keeper,Impact,PVC Interlock 7/e° 7/1s 3/ts"���i �N%%IIr.will#�i%
25 P-4479 Weep Cover w/Flap M&M Nylon PLAN VIEW-1999 HEAD IMPACT HOOK-1999 1/16" 13ANG E N S G'.t p00,
26 P-4638 #8 x 2 1/2 Ph Truss SMS Ajax Steel :J
S.B.R./S.S.R.-1498 ROLLER TRACK-1776 No 58201
27 P-4958 Rotary Lock Sullivan Zinc *:
28 P-4952 Keeper,Rotary Lock Sullivan Zinc 0 3/16" C
29 P-4633 Barrel rite x.187 back FinSeal,Gr Ultram O 1/4 �"7/e, 9 STATE OF :��
30 P-4633 Barrel Fastener Fastenal Steel Imark Alum � 6. I 7/e" 41 s/16 Ilu 31IID P'pNa��`
32 S-1498 Reihf.S.B.R./S.S.R, - --K31 5-1112 Reinforcement,Head e mark Alum--- — _ _- - -- -_ _ - �51&'r—36 - L 1/19
- — - y - 5/8' 6 -- PVC GLAZEBEAD-6064 GLAZE BEAD--1112
34 S-1776 Roller Track Keymark Alum L 1/16• '7z
35 S-1999 Frame Hook,Head,Impact Keymark Alum PLAN VIEW-2000 PANEL IMPACT CATCH-2000 1/2°� 11/8"-I 318" �15/1611 4/11/2015
36 S-2000 Panel Catch,Head,Impact Keymark Alum J}LI— I 111LLUCAS A.TURNER,P.E.
-37 S-6005 Anti Lift Mikron - PVCG_—x3/16' 3s FL P_E.#_58201-3•—moi f���1/2" 1/16"
38 S-6013 Scm.Adapt.,w/Nib,PVC Mikron PVC PVC ANTI-LIFT-6005 1239 JABARA AVE.
39 5-6014 Scm.Adapt.,PVC Mikron PVC T PVC SCREEN CATCH-sD13 NORTH PORT,FL 34288
SCREW SUPPORT-3113 PH.941-380-1574
40 S-6063 Fixed Rail Cover Mikron PVC 1 1/8"1 SHEETDESCRIPTION:
41 S-6064 Glazing Bead Mikron PVC 5/16"
42 GLASS SEE SHEET 2 CARDINAL GLASS 39 BOM AND EXTRUSIONS
43 Purfect Glaze"H',SikaFlex 552 Henkel/Sika Silicone 1/16°
PVC SCREEN SUPPORT-6014 DRAWN BY: DATE:
ADE 10/10/13
DWG#.
CWS-871 B
LINE ITEMS NOT USED: NOTE:ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED. SCALE: SHEET
33
1:2 30F5
W (lQliil�(LII//�
WINDOW SYSTEMS Ili/I
121/2'MAX.O.C.(1YP.) � - _=�-.". '-is-.:_- :,._
1900 SW 44TH AVE.
-.{ 3•(TYP.)-:r- y OCALA,FLORIDA 34474
2
6'MAX(TVP.) 3'(TYP.) 4"MAX(TYP.) 8-MAX O.C.(TYP.)
ENOTE SEE NOTE 2 W WW.CWS.CC
6"MAX(TYP.) ^� 4°MAX(TYP.) �
ITT
INSTA4LATION HZOO PVC
ANCHO (TYP.) I I I INSTALLATION HORZ.SLIDER
6.
I I I I I I ANCHOR(TYP.) IMPACT
I
MAX O.C.
(TYP.)
I
MAX O.C.
(TyP•)
I I w Q m
z
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�� ANGHORLAYOUT-.IFLANGEI m ¢ O
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La
+p+nrlgrr
No 58201 ,�
NOTES: 90 %.
_ 1.INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION.SILL ANCHOR SPACING SAME AS HEAD._ i���sS/O
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 BEARING SHIMS SHALL BE
CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER.WOOD SHIMS ARE NOT ALLOWED.
4/11/2015
3.ANCHOR TYPE,SIZE,SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS,SEE TABLE 1,SHEET 5.
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 MATERIALSIN-CONTACT WITH-PRESSURE-TREATED-WOODMUST----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, 34288
PH.941-380-1-1 574
SPECIFIED IN TABLE 1,SHEET 5.
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. NOTES
INSTALLATIONS TO HOLLOW CMU REQUIRE THE USE OF 1X BUCKS BETWEEN THE PRODUCT AND SUBSTRATE.
DRAWN BY: DATE:
7.A MINIMUM CENTER-TO-CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS:3"FOR MASONRY,1"FOR WOOD AND METAL ADE 10/10/13
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#: REV.:
SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET,SHEET 5. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. CWS-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: SCALE: SHEET
FMA/AAMA 100(FIN WINDOWS),FMA/AAMA 200(FLANGE WINDOWS), FMAANDMA 250(BOX WINDOWS),FMA/AAMAANDMA 300(EXTERIOR DOORS) 1:20 4 OF 5
MIN.EMBEDMENT
TYPICAL HEAD ANCHORAGE SEE TABLE 1 SUBSTRATE
BY OTHERS WINDOW SYSTEBNS
MIN.EDGE DIST. 1/4"MAX.SHIM SEE TABLE 1 MIN.EDGE DIST. SUBSTRATE 1800 SW 44TH AVE.
SEE TABLE 1 � SEE TABLE 1 BY OTHERS SEE TABLE 1 OCALA,FLORIDA 34474
SUBSTRATE BY OTHERS 1/4"MAX SHIM WWW.CWS.CC
SEE TABLE 1 MIN.EDGE DIST.
PERIMETER SEALANT
SEE TABLEDMENT SEE TABLE 1 8200.PVC
BYNSTALLER INSTALLA,ON ANCHOR
INSIDE AND OUT SEE TABL'1 HORZ.SLIDER
SEALANT BEHIND C= MIN.EMBEDMENT
SEE TABLE 1 IMPACT
FLANGE BY INSTALLER 1/4'MAX.SHIM
PERIMETER SEALANT o N H
PERIMETER SEALANT BY NSTALLER o 0 0
BY INSTALLER INSIDE AND OUT
INSIDE AND OUT INSTALLATION ANCHOR g p }
SEALANT BEHIND SEE TABLE 1 w ¢ m
INSTALLATION ANCHOR SEALANT BEHIND fn
SEE TABLE 1 FLANGE BY INSTALLER FIN BY INSTALLER 0 ZO
g HORIZONTAL SECTION C HORIZONTAL SECTION m y
5 TYPICAL JAMB ANCHORAGE 5 TYPICAL FIN ANCHORAGE c o
HEAD AND SILL SIMILAR FOR FIN INSTALLATION a W Z W
UJ w 0 �
a o
w
U
U
1/4"MAX SHIM = w
SEALANT BEHIND o
FLANGE BY INSTALLER 0
m ¢ O
Z
PERIMETER SEALANT ,` RE11i
BYINSTALLER
ND SEE TABLE EMBEDMENT �•�,9 P GENS,
.Jr: No 58201 L 13
SUBSTRATE BY OTHERS C*'
SEE TABLE 1 MIN.EDGE DIST.
SEE TABLE 1 Z 9STATE OF .4u
A VERTICAL SECTION "0'
5 TYPICAL SILL ANCHORAGE ��i�(Csi•C.O R 1 p.••Q�,��
4/1112015
TABLE 1:APPROVED INSTALLATION FASTENERS LUCAS A.TURNER,P.E.
FRAME TYPE$UBSTRATETYPE -=ANCHOR TYPE MIN.-EMBEDMENT-MIN.-EDGE-DIST- _
— —— –= FL-PE-#:58201--=--
FLANGE CONCRETE(2.0 KSI MIN.) 3/16"ffW TAPCON 1-1/2" 1-1/6" 1239 JABARA AVE.
PE�IME;TER SEALANT
FLANGE HOLLOW OR GROUT FILLED CMU(117 PCF MIN.1 3/16"RW TAPCON 1" 2" g Y/INSTALLER NORTH PORT,FL 34288
f a-NGE-CONCRETf�2'85'KSI°MIN: Yf6"`MO'ftgRACON ���I" ��^�� INSIDE AND OUT PH.94TION: 1574
( -J�- D HORIZONTAL SECTION
FLANGE GROUT-FILLED CMU(ASTM C-90) 3/16"ELCO ULTRACON 1-1/4" 2-1/2" 5 BOX FRAME INSTALLATION SHEET DESCRIPTION:
3/16"ITW TAPCON HEAD AND SILL SIMILAR FOR BOX INSTALLATION
FLANGE 2X MIN.SOUTHERN PINE(G=0.55) OR ELCO ULTRACON 1-3/8" 7/8" INSTALLATION DETAILS
FLANGE 2X MIN.SOUTHERN PINE(G=0.55) #10 WOOD SCREW 1-3/8" 7/8" FLANGE REMOVAL NOTE:PARTIALLY OR FULLY REMOVING THE FLANGE, DRAWN BY: DATE:
16 GAUGE(0.060")MIN.STEEL STUD #10-16 HILTI KW IK-FLEX OR ITW FULL THREAD UP TO AND INCLUDING A BOX-FRAME APPLICATION IS ACCEPTABLE PROVIDED: ADE 10/10/13
FLANGE (33 KSI YIELD MIN) TEKS SELF-DRILLING SCREW THRU 0.060' 7/16
-MIN.1/4"FILLET OF CONSTRUCTION-GRADE ADHESIVE CAULK IS APPLIED DWG It: REV.:
FLANGE
1/8"ALUM.(6063-T5 MIN.)OR #10 GRADE 5 SELF-TAPPING/ FULL THREAD 7/16" INSIDE AND OUT,FULL PERIMETER,BY INSTALLER. CWS-871 B
1/8"STEEL(33 KSI MIN.) DRILLING SCREW THRU 0.125" PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS
FIN 2X MIN.SOUTHERN PINE(G=0.55) #8 WOOD SCREW 1-1/2" 1/2" SHOWN FOR FLANGE WINDOWS. SCALE: SHEET
1:2 50F5
ii
M1AM11-DADE 11IIA1lII-DADS COUNTY
PRODUCT CONTROL SECTION
11805 SW 26 Street,Room 208
DEPARTIIIENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474
BOARD AND CODE ADMINISTRATION DIVISION $,.(786)315-2590 F(786)315-2599
NOTICE OF ACCEPTANCE (NOA) wn-mmiamidade.Qov/economy
E.I.DuPont De Nemours&Co.,Inc.
DuPont P&IP Chestnut Run Plaza,712/161,P.O.Box 80712
Wilmington,DE 19880
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction
materials, The documentation submitted has been reviewed and accepted by Miami-Dade County RER-
Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority
Having Jurisdiction(AHJ).
This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control
Section (In Miami Dade County)and/or the AHJ(in areas other than Miami Dade County) reserve the right
to have this product or material tested for quality assurance purposes, If this product or material fails to
perforin in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may
immediately revoke, modify, or suspend the use of such product or material,within their jurisdiction. RER
reserves the right to revoke this acceptance, if it is determined by'Miami Dade County Product Control
Section that this product or material fails to meet the requirements of the applicable building code.
This product is approved as described herein,and has been designed to conrpl with the Florida Building
Code,including the High Velocity Hurricane Zone.
DESCRIPTION:DuPont Butacite®PVB Interlayer
APPROVAL DOCUMENT:Drawing No. 13-0129.27,titled"DuPont Butacite®PVB Lrterlayer",Sheet 1
and 2 of 2,dated 01/15/2013,prepared by E. I.DuPont De Nemours&Co.,Inc,signed and sealed by Allan
A.Kozieh,P.E., bearing the Miami-Dade County Product Control revision stamp with the Notice of
Acceptance number and expiration date by the Miami-Dade County Product Control Section.
MISSILE IMPACT RATING:None
LABELING:Laminated lites under this Product Approval shall be permanently marked in a corner of the
glass with:"MDCA-Butacite®PVB",standing for"Miami-Dade County Approved—Butacite®PVB",and
the laminator's identification mark. These marks shall be applied by the individual laminator producing the
finished laminated glass product containing the Butacite®PVB interlayer.
RENEWAL of this NOA shall be considered after a renewal application has been fried and there has been no change
in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the
materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product,for
sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of
this NOA shall be cause for termination and removal ofNOA.
ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida,and followed by the
expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done
in its entirety.
INSPECTION:A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and
shall be available for inspection at the job site at the request of the Building Official.
This NOA revises NOA 011-1118.03 and consists of this page 1 and evidence page E-1,as well as approval
document mentioned above.
The submitted documentation was reviewed by Carlos M.Utrera,P.E.
I'
r
NOA No.13-0129.27
MIAMI DADS COUNTY ;fit; Expiration Date:December 11,2016
Approval Date:April 11,2013
Pagel
r
I
E.I.DuPont De Nemours&Co.,Inc.
V
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Drawing No. 13-0129.27,titled"DuPont Butacite®PVB Interlayer", Sheet 1 and 2 of
2, dated 01/15/2013,prepared by E. 1. DuPont De Nemours&Co.,Inc,signed and
sealed by Allan A. Kozich,P.E.
B. TESTS "Submitted under NOA #11-0624.01"
Test report Standard Date Signature
1. A2280.01-10-18 ASTM D1929 03/29/11 Joseph A. Reed,P.E.
2. A2280.01-10-18 ASTM D 635 03/29/11 Joseph A. Reed,P.E.
3. A2280.01-10-18 ASTM D 2843 03/29/11 Joseph A. Reed,P.E.
4. A2280.01-10-18 ASTM G 155 03/29/11 Joseph A.Reed,P.E.
5. A2280.01-10-18 ASTM G 158 03/29/11 Joseph A. Reed,P.E.
C. CALCULATIONS
1. None.
D. QUALITY ASSURANCE
1. Miami-Dade Department of Regulatory and Economic Resources (RER)
E. MATERIAL CERTIFICATIONS
1. None.
F. STATEMENTS "Submitted under NOA #11-1118.03
1. Statement letter of code conformance to 2010 FBC issued by Allan A. Kozich &
Associates,dated 03/01/2012,signed and sealed by Allan A. Kozich,P.E.
"Submitted tin der NOA #II-0624.01"
2. Statement letter of code.conformance to 2007 FBC and no financial interest issued by
Allan A. Kozich &, ,Associates, dated 08/09/20,11, signed and sealed by Allan A.
Kozich,P.E. , , . ...
Carlos M.Utrera,P.E.
Product Control Examiner
NOA No.13-0129.27
Expiration Date:December 11,2016
Approval Date:April 11,2013
E-1
i I.
DUPONT BUTACITEO PVB INTERLAYERi '
ERODUCT DESCRIPTION
MANUFACTURED BY: E.I. DUPONT DE NEMOURS&GO.,INC.
A PLASTIC INTERLAYER MATERIAL FOR LAMINATION WITH GLASS
ON BOTH SIDES. A TYPICAL GLAZING 13-MADE OF THE FOLLOWING
COMPONENTS:
f
A B C A - 118° 3.0 mm)Annealed Glass
SECTION B - 0.030" 0,76 mm DuPont ButaciteC PVB Interlayer
C - 118" 3.0 mm Annealed Glass
MATERIAL CHARACTERISTICS
Butacite@ PVB Interlayer (Clear)
des! naticn Test Aro' ertles
ButaciteG PVB,intens er Clear
Self Ignition Temperature ASTM D1929 788`FI 420-0
Flash-ignition Temperature ASTM D1929 788°F 420°C
&vg Smoke Density Raftq ASTM D2843 7.2
Burning Rate ASTM D635 0 Mrnfmin.
Xenon Weathering(4500 hrs) ASTM C168-02 Weathering Flexural Strength
Method A ASTM 0158-02 Method A
Before After
2940 psi '1 3189 psi
*WEATI:fERING PER SECrION 2512 OF THE FLORIDA BMLDING CODE
u
THIS IS A COMPONENT APPROVAL AND DOSS NOT INCLUDE AN EVALUATION OF STRUCTURAL PERFORMANCE OF THIS
COMPONENT. SYSTEMS INCORPORATING THIS COMPONENT SHALL APPLY FOR A PRObUCT APPROVAL TO THIS
OFFICE AND SHALL SUBMIT TEST REPORTS AND OTHER REQUIRED DOCUMENTS SHOWING THAT THE SYSTEM USING
THIS COMPONENT WILL RESIST THE LOADS ACCORDING TO CHAPTER 1$OF THE FLORIDA BUILDING CODE.
W-0,PL.Puticltd&FVB Interlayer.:.: ..
wMina zea -� ,,== EJ.-EJ. -de Nemours-&Co., Inc.
♦,, � a� 10 We 'ht P&)P'- Gly i
• . ��..••*•.Q?/ •�, • Chestnut Run Plaza Bldg 7121161
•�!�► �� N�R'�C'•�',' ate#. " Prowl caow4w P. O. Box$0712
* = No 188e4 * Wilmington DE 19$80-0712
: Phone: 302-999-2125
* Rev.Fite*13.0,fel,V7 Sheet lof 2
s1F�T� o�
W Drawing Date: 01115/13
••
�'•��'��'' � 0 R►�*' � 83�2a 13 Allan A. Kozich, PE
NA ����: C4 WO. 065 Regis traron# 16864
1
DUPONT BUTACITEO PVB INTERLAYER
Materiai Characteristics
Butacite0 PVB Interlayer (Colors)
Designation Test Properties
Self I nition Temperature[1J ASTM D1929 788'F(420-C)
Self Ignition Temperature [21 ASTM D1929 7887(420
Self Ignition Temperature 131 ASTM D1929 '788,F 420�q
Self ignition Temperature[41ASTM D1929 788 F(420`C)
Self Ignition Temperature[51 ASTM D1929 788T(420 q
Flash Ignition Temperature(1] I ASTM A1929 788`F(;420`G)
Plash Ignition Temperature[2] 1 ASTM D1929 770 7(410 t)
Flash Ignition Temperature[3J 4
ASTM MEIN 770`F 10 C)
Flash ignition Temperature[4] ASTM D1929 !'788 7(420 IC)
Flash lgnition Temperature ASTM D1929 788 420 9C
Avg Smoke Density-Rating [1] ASTM D2843 7!2 .
Avg Smoke Denslty Raking 121 ASTM D2843 9A
Avg Smoke Density Rating [31 ASTM D2843 10.2
Avg Smoke Density Rating[41 ASTM D2843 16.1
Avg Smoke Density Rating[51 ASTM D2843 0.1
Burning Rate 11 ASTM D635 0 mrm/min.
Burning R;Ate 2 ASTM D635 0 mrh/min.
Burnigg Rate 13 ASTM D635 0 mm/min.
Burning Rate[4] ASTM D635 0 mm/rnin.
Burning Rate[51 ASTM D635 0 mm/min.
rRUMMil
*9=0*4 wl*t>o nWA&
[11 Clear Butacite®PVB Interlayer staff k
[21 Charcoal Grey Butacite®PVB Interlayer :.� No -0/2.27
[31 Blue-Green Butaclte®PVB Interlayer
141 Azure Blue Butacite®PVB Interlayer
[51 Solar Bronze Butacite®PVB Interlayer +'1ANf, 0x*d
THIS 15 A COMPONENT APPROVAL AND DOES NOT INCLUDE AN EVALUATION OF STRUCTURAL PERFORMANCE OF THIS
COMPONENT, SYSTEMS INCORPORATING THIS COMPONENT SHALL APPLY FOR A PRODUCT APPROVAL TO THIS
OFFICE AND SHALL SUBMIT TEST REPORTS AND OTHER REQUIRED DOCUMENTS SHOWING THAT THE SYSTEM USING
THIS COMPONENT WILL RESIST THE LOADS ACCORDING TO CHAPTER 16 OF THE FLORIDA BUILDING CODE.
•'DuPont BUtacite® PVB lnterlayer,
E.I.duPont-de Nemours &•Co., Inc.
�. : •,����"A K / ii,�, DuPont P&IP=GLS
•• Chestnut Run Plaza Bldg 7121161
e r No P. O. Box$0712
>r Wilmington DE 1" 9880-0712
Phone: 1302-999-2125
• �'s. 3AXF �� rf - RAY- �'i(e#I3.012!q.11 Sheet 2of 2
�� ('�.��� `a .•a` . Drawing Date. 01/15/13
VA ob •••...� �•'����i 0 4--f 6 3IL6 t 3 Allan A.-Kozlch I PE
'��,j SON Mg. 065 Registration # 1!6864
1111p1� ,'I'
i
URNER1239 Jabara Ave.
North Port, FL 34288
ENGINEERING & Ph. 941-380-1574
TCONSULTING, INC. FBPE C.O.A. #29779
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 44`h 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 5"'
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 sealed by Lucas A.Turner,P.E.
3) Test Reports NCTL-210-3887-1, -lA, -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 AAMA/WDMA/CSA
101/I.S.2/A440 `08
4) Supplemental Calculations to support CWS-871B, signed and sealed 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. 13-0�129.27t
• Requires Quanex(Mikron)white rigid PVC framing per Miamiit=Dade N.O.A. 12-1017.021
t I have evaluated the interlayer and framing materials in these Dupont and Quanex NOAs and find
that they comply with the requirements of the 5t'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.
t�`��4�1i19®ldl�
ORE 4�r !�+♦♦
e��S SI
No 5$21 �
STATE OF 4/18/2015
O
N +`~ Lucas A. Turner, P.E.
FL PE#58201
Lucas A. Turner
2015-04-18 22:21-04:00
' I
• I
MIAMI•QADE MIAMI-DADE COUNTY
PRODUCT CONTROL SECTION
11805 SW 26 Street,Room 208
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474
BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 .F(786)315-2599
NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov/economy
Quanex Building Products,Inc.
1034 Sixth Avenue North
Kent,WA 98032
SCOPE:.
This NOA is being issued under the applicable rules and regulations governing the use of construction
materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER-
Product
ERProduct Control Section to be used in Miami Dade County and other'areas where allowed by the Authority
Having Jurisdiction(AHJ).
This NOA shall not be valid after the expiration date stated below.The Miami Dade County Product Control
Section(In Miami Dade County)and/or the AHJ(in areas other than Miami Dade County)reserve the right
to have this product or material tested for quality assurance purposes. If this product or material fails to
perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may
immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER
reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control
Section that this product or material fails to meet the requirements of the applicable building code.
This product is approved as described herein,and has been designed to comply with the Florida Building
Code,including the High Velocity Hurricane Zone.
DESCRIPTION:The approved White Rigid PVC Exterior Extrusions for Windows and Doors are to be
produced by Extruders Licensees in"AAMA Certification Programs for rigid PVC Extrusions".The
extrusions shall meet ASTM D 4726,classification(ASTM D 4216) 1-10154-33-0000, 1-20131-13-0000 or
1-40131-13 and the following properties.
Description Test Properties
Rate of Burning ASTM D-635 Class CI
Self Ignition temperature ASTM 6-1929 925°F>650
Average Smoke Density Rating ASTM D-2843 43%<75
Flame Spread Index ASTM FA4 26.2<75
Tensile Strength(Difference: *Exposed&Unexposed) ASTM D-638 „ 4.98%<10
*Exposed per Section 2605.2 of The Florida Building Code.
MISSILE IMPACT RATING:None
This NOA revises NOA#11-0830.09 and consists of pages 1 and 2,as well as evidence page E-1.
The submitted documentation was reviewed by Carlos M.Utrera,P.E.
NOA No: 12-1017.02
MAMPWQE COUNTY X01 Expiration Date:December 26,2016
• • i Approval Date:February 7,2013
�! Page 1
i
• f
MIAMI•D1ADE MIAMI-DADE COUNTY
PRODUCT CONTROL SECTION
11805 SW 26 Street,Room 208
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474
BOARD.AND CODE ADMINISTRATION DIVISION T'(786)315-2590 F(786)315-2599
NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov/economy
Quanex Building Products,Inc.
1034 Sixth Avenue North
Kent,WA 98032
LDMATION: This approval does not include an evaluation of structural performance of this component.
Test reports and other required documents shall be submitted to Dade County�roduct Control;showing that
the systems using this PVC Extrusion will resist the loads according to Chapter 16 of the F.B.C.,in.order to
issue a specific product approval for the system.
ii
LABELING:Each carton containing certified extrusions shall be labeled with the AAMA PVC Extrusion
Certification Label with the extruder name,city,state and"MDCA".In addition,(a)each Certified
Extrusion shall be Iabeled every 4 ft or less on the underside with the Extruder.Code and"NIDCA"or(b)
each finished product assembly shall be labeled with a permanent label and/or-.,"with the Extruder Code
and"MDCA". II
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been
no change in the applicable building code negatively affecting the performance'of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change
in the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement
of any product,for sales,advertising or any other purposes shall automatically terminate this NOA.Failure
to comply with any section of this NOA shall be cause for termination'-and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County,Florida,and
followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is
displayed,then it shall be done in its entirety.
INSPECTION:A copy of this entire NOA shall be provided to the user by the manufacturer or its
distributors and shall be available for inspection at the job site at the request of the Building Official.
NOA No: 12-1017.02
MIAMI•UADECOUNTY Expiration Date:December 26,2016
• • Approval Date:February 7,2013
�' Page 2
II '
Quanex Building Products,Inc.
II
NOTICE OF ACCEPTANCE: EVIDENCE PAGE
I'
A. DRAWINGS.
1. None.
i
B. TESTS "Submitted under AAMA Master File#98-0036"
1. Test report on Rate of Burning,Ignition Temperature,Density of Smoke, Surface
Burning Characteristics,Accelerated Weathering and Tensile Properties Test of"PVC
Extrusions from 5 different manufacturer" selected by AAMA",prepared by ETC
Laboratories,report#ETC 97-264-40910,dated 04/21/19'98,signed and sealed by J.
L.Doldan,P.E.
C. CALCULATION
1. None
D. QUALITY ASSURANCE
1. Miami-Dade Department of Regulatory and Economic Resources(RER)
E. MATERIAL CERTIFICATION "Submitted under AAMA Master File#12-1037"
1. Procedural Guide for the AAMA Fenestration Exterior Thermoplastic Profile
Certification Program(AAMA 109-11). 1
2. Voluntary Specification for Rigid Polyvinyl Chloride(PVC)Exterior Profiles
(AAMA 303-08).
3. Current list of AAMA Fenestration Exterior PVC Profile Certified Licensees.
I!
F. STATEMENTS "Submitted under AAAA Master File#12-1037"
1. Statement letter of code conformance to 2010 FBC.issuedI!
Turner Engineering&
Consulting,Inc., dated 04/25/2012, signed and signed by as A. Turner,P.E.
2. Standards' equivalency report issued by Turner Engineering&Consulting,Inc., dated
04/25/2012, signed and signed by Lucas A. Turner;P.E.
3. No financial interest issued by Turner Engineering!,&Consulting,Inc.,dated
04/25/2012, signed and signed by Lucas A.Turner;P.E.
G. OTHERS
1. Letter stating that Mikron Industries,Inc. is a who owned subsidiary of Quanex
Building Products,Inc., dated 10/10/2012 and signed by David C. Gadd.
"Submitted under NOA # 06-1220.01"
2. Member acknowledgement letter issued by Mikron Industries, Inc. - Spectus Systems,
on 08/03/2001 and signed by Douglas W. Allen.
3. Component Release Letter issued by American Architects;al ManufactuFfrs
Association on 09/07/2001 and signed by Dean Lewis. !3
ii
Carlos X Utrera,P.E.
t
Product Control Examiner
NOA No 12-1017.02
Expiration Date:December 26,2016
Approval Date:February 7,2013
E-1
I j