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Code Version 2014 FL# 1'24'-l:ly
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Approved for use in HVHZ ALL Approved for use outside HVHZ ALL
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Search Results
FL# IType Manufacturer Validated By Status
- - -- --- -- ------- --- --r - ----- - -+
FL13241-R2 Revision_Custom Window Systems Inc. Steven M.Urich,PE Approved
History FL#:FL13241.1 1(717)932-8500
Model:SGD-8900 PVC Sliding Glass Door.
1 Description:SGD-8900,Sliding Glass Door,16080,OXXO,Non-Impact. i
Category: Exterior Doors
j Subcategory:Sliding Exterior Door Assemblies j
-— ---- -- -- -..--- ------..._._..... -i
'A roved b DBPR.A - - --_.. _.
pp y Approvals by DBPR shall be reviewed and ratified by the POC add/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(l),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 F055 Approval Accept
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Product Anproval Menu>Product or Application Search>Application List>Application Detail
I' FL 8 FL4091-R7
Application Type Revision
Code Version 2014
Application Status Approved
Comments
Archived V
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
Quality Assurance Representative ]ay Lathrop
Address/Phone/Email 1900 SW 44th Ave.
Ocala,FL 34474
(352)368-6922 Ext 291
jlathrop@cws.cc
Category Windows
Subcategory Single Hung
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida
Professional Engineer
Evaluation Report-Hardcopy Received
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
Validation Checklist-Hardcopy Received
Certificate of Independence FL4091 R7 COI EvalReo CWS-154E(SH-8100 NI) Ddf
Referenced Standard and Year(of Standard) Standard Year
AA MA/W D M A/CSA/101/I.S.2/A440-OS 2005
AAMA/W D MA/CSA/101/I.S.2/A440-08 2008
ASTM E1300-04 2004
PA TAS 202 1994
Equivalence of Product Standards
Certified By
1 of 3 02/09/2016 11:50 AM
Florida Building Code Online https://www.floridabuilding.org/pr/pi_app_dti.aspx?param=w...
Sections from the Code
Product Approval Method Method 1 Option D
Date Submitted 04/09/2015
Date Validated 04/21/2015
Date Pending FBC Approval 04/25/2015
Date Approved 06/22/2015
Summary of Products
FL# 1 Model,Number or Name Description 1
4091.1 SH-8100 8100 Vinyl Flange/Fin Frame Single Hung
Limits of Use Installation Instructions
j Approved for use in HVHZ:No 1 FL4091 R7 II CWS-154E(SH-8100, NI).pdf
Approved for use outside HVHZ:Yes ; Verified By: Lucas A.Turner 58201
Impact Resistant:No Created by Independent Third Party: Yes
Design Pressure:+50/-50 Evaluation Reports
Other:SH-8100,Max.size 53.125"x 76".Glass complies with ! FL4091 R7 AE EvalRep CWS-154E(SH-8100,NI).pdf
ASTM E1300-04. Created by Independent Third Party:Yes
t-
4091.2 SH-8100 SH-8100 Vinyl Single Hung,Non-Impact.
Limits of Use I Installation Instructions
Approved for use in HVHZ:Yes FL4091 R7 II CWS-485B(SH-8100,52x71,NI).pdf
j Approved for use outside HVHZ:Yes Verified By: Lucas A.Turner 58201
Impact Resistant:No Created by Independent Third Party:Yes
Design Pressure: N/A Evaluation Reports
Other:SH-8100 Vinyl Single Hung,OX,Max.size 52"x 71", ( FL4091 R7 AE EvalRep CWS-485B(SH-8100, 52x71,NI).pdf
see installation dwgs.for DP.Glass complies with ASTM FL4091 R7 AE Quanex(Mikron)NOA 12-1017 02.pdf
j E1300-04. Created by Independent Third Party:Yes
4091.3 SH-8100 Continuous Head&Sill SH-8100 Vinyl Single Hung;Continuous Head&Sill,
Non-Impact.
Limits of Use Installation Instructions
Approved for use in HVHZ:No 1 FL4091 R7 II CWS-4428(SH-8100.74x63 ContHdSl,NI).pdf
Approved for use outside HVHZ:Yes Verified By: Lucas A.Turner 58201
I Impact Resistant:No Created by Independent Third Party:Yes
Design Pressure:N/A 1 Evaluation Reports
Other:SH-8100 Cont.Hd.&Sill,Max.size 72 7/8"x 61 3/4", I FL4091 R7 AE EvalRep CWS-4428(SH-8100.74x63.
j DP+67.5/-70 psf.Glass complies with ASTM E1300-04. %ContHdSl.NI).odf
Created by Independent Third Party:Yes
4091.4 SH-8100 Continuous Head&Sill 1 SH-8100 Vinyl Single Hung,Cont.Head&Sill,Non-Impact.
----
Limits of Use I Installation Instructions
Approved for use in HVHZ:No FL4091 R7 II CWS-492B(SH-8100.74x72 ContHdSl,NI).pdf
Approved for use outside HVHZ:Yes Verified By: Lucas A.Turner 58201
Impact Resistant:No Created by Independent Third Party:Yes
Design Pressure:N/A Evaluation Reports
Other:SH-8100 Cont.Hd.&Sill,Max.size 74 1/8"x 72",see , FL4091 R7 AE EvalRep CWS-492B(SH-8100.74x72,
chart on installation dwgs.for DR Glass complies with ASTM i ContHdSl,NI).pdf
j E1300-04. Created by Independent Third Party:Yes
14091.5 SH-8100 Oriel 8100 Vinyl Single Hung Oriel w/HD Meet. Rail
I Limits of Use j Installation Instructions
Approved for use in HVHZ:No FL4091 R7 II CWS-293C(SH-8100.52x96, NI).pdf
Approved for use outside HVHZ:Yes 1 Verified By: Lucas A.Turner 58201
Impact Resistant:No Created by Independent Third Party:Yes
Design Pressure:+60/-60 Evaluation Reports
Other:SH-8100,Max.size 52"x 96",Oriel.Glass complies i FL4091 R7 AE EvalRep CWS-293C(SH-8100 52x96 NI).pdf
with ASTM E1300-04. Created by Independent Third Party:Yes
Back Next
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
2 of 3 02/09/2016 11:50 AM
Florida Building Code Online https://www.floridabuilding.org/pr/pi_app_dtl.aspx?param=w...
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:
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3 of 3 02/09/2016 11:50 AM
Florida Building Code Online https://www.floridabuildiiig.org/pr/pr_app_lst.aspx
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I,
_tet.. •_�___ Search Criteria Refine Search
Code Version 2014 FL# 13241.1
Application Type ALL Product Manufacturer ALL
Category ALL Subcategory ALL
Application Status ALL Compliance Method ALL
Quality Assurance Entity ALL Quality Assurance Entity Contract Expired ALL
Product Model, Number or Name ALL Product Description ALL
Approved for use in HVHZ ALL Approved for use outside HVHZ ALL
Impact Resistant ALL Design Pressure ALL
Other ALL
S_earc_h__Re_sults_-Applications
.FLA ;Type Manufacturer 'Validated By Status
FL13241-R2 Revision I Custom Window Systems Inc. Steven M.Urich, PE!Approved.
History 'FL#:FL13241.1 (717)932-8500
Model:SGD-8900 PVC Sliding Glass Door.
I Description:SGD-8900,Sliding Glass Door,16080,OXXO,Nan-Impact.
Category:Exterior Doors j
Subcategory.Sliding Exterior Door Assemblies
- — —_..... - -_ —............. __ ...............— --- ___... _ ........ .... _......
'Approved by DBPR.Approvals by DBPR shall be reviewed and 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 available to the public.To determine if you are a licensee under
Chapter 455,F.S.,please click here.
Product Approval Accepts:
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1 of 1 02/09/2016 11:47 AM
Florida Building Code Online https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=w...
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Reaua�ior
Product.Approval Menu>Product or Aonlicahon Search>Application List>Application Detall
FL# FL13241-R2
Application Type Revision
Code Version 2014
Application Status Approved
Comments 04/15/2015vd
Archived I
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
Quality Assurance Representative Jay Lathrop
Address/Phone/Email 1900 SW 44th Ave.
Ocala,FL 34474
(352)368-6922 Ext 291
jlathrop@cws.cc
Category Exterior Doors
Subcategory Sliding Exterior Door Assemblies
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida
Professional Engineer
A' Evaluation Report-Hardcopy Received
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
Validation Checklist-Hardcopy Received
Certificate of Independence FL13241 R2 COI EvalReo CWS-4968(SGD-8900 NI)pdf
Referenced Standard and Year(of Standard) Standard Year
AAMA/W D M A/CSA/101/I.S.2/A440-05 2005
ASTM E1300-04 2004
PA TAS 202 1994
Equivalence of Product Standards
Certified By
1 of 2 02/09/2016 11:48 AM
Florida Building Code Online https://www.floridabuilding.org/pr/pi_app_dtl.aspx?param=w...
Sections from the Code
Product Approval Method Method 1 Option D
Date Submitted 04/14/2015
Date Validated 04/21/2015
Date Pending FBC Approval 04/25/2015
Date Approved 06/22/2015
Summary of Products
FL# _ Model,Number or Name Description
113241.1 _ SGD-8900 PVC Sliding Glass Door. SGD-8900,Sliding Glass Door, 16080,OXXO,Non-Impact.
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL13241 R2 II CWS-496B(SGD-8900,NI).pdf
Approved for use outside HVHZ:Yes Verified By: Lucas A.Turner 58201
Impact Resistant:No Created by Independent Third Party:Yes
Design Pressure:+N/A/-N/A I Evaluation Reports
Other:See Installation Detail for DP and Max.Sizes,OXXO, I FL13241 R2 AE EvalRep CWS-496B(SGD-8900,NI).pdf
OXO,OX,&X0. Glass complies to ASTM E1300-04. FL13241 R2 AE Ouanex(Mikron) NOA 12-1017 02.pdf
L_--_- Created by Independent Third Party:Yes
Back Next
Contact Us::1940 North Monroe Street,Tallahassee FL 32399 Phone:850-487-1824
The State of Florida is an AA/EEO employer.Copyrioht 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 a-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 mall.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 emalls 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:
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2 of 2 02/09/2016 11:48 AM
SINGLE HUNG - NON-IMPACT GENERAL NOTES:
SHOWN w/DIFFERENT OPTIONS 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED WINDOW SYSTEMS J
TO COMPLY WITH THE FLORIDA BUILDING CODE(FBC).CURRENT
54 3!8" EDITION.
1900 SW 44TH AVE.
MAX OVERALL 54 3/8" OCALA,FLORIDA 34474
FLANGE WIDTH MAX OVERALL 2.GLAZING OPTIONS:(SEE SHEET 2) WWW.CWS.CC
53118" FLANGE WIDTH
MAX.UNIT WIDTH 3.CONFIGURATIONS:"O/X'.
4815/16" 53 1/8" 8100 PVC
MAX.UNIT WIDTH
GLASS DLO 4.DESIGN PRESSURE RATING(SEE SHEET 2):
A 4815/16" -NEGATIVE DESIGN LOADS BASED ON,TESTED PRESSURE AND SINGLE HUNG
GLASS DLO GLASS TABLES ASTM E-1300-04. NONIMPACT
__ _ -POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE,WATER
77114" �- INFILTRATION TEST PRESSURE AND GLASS TABLES
OVERALL I GLASS" 69 1/2" ASTM E-1300-04.
FLANGE O I GLASS MAX
HEIGHT DLO OVERALL 33 5/16" 5.ANCHORAGE:THE 33 1/3%STRESS INCREASE HAS NOT BEEN USED N N o F
ZE MAX. B B HEIGHT FLANGE O
GLASS IN THE DESIGN OF THIS PRODUCT.SEE SHEET 6 FOR ANCHOR o 0 o a o 0
DETAILS. WINDLOAD DURATION FACTOR Cd--'1.6 WAS USED FOR WOOD
UNIT 681/4" ANCHOR CALCULATIONS. Y w w w w
HEIGHT B MAX w ¢ F ¢ ¢ m
6 UNIT 6.NOT APPROVED FOR IMPACT RESISTANCE.IMPACT PROTECTIVE
3611/16" HEIGHT z z
MAX. C 333/8" 303/16" SYSTEM IS REQUIRED IN WIND BORNE DEBRIS REGION. o
26 7/8" m F m m Z
SASH X I 6 GLASS MAX X u a u. y O
HEIGHT I D DLO SASH IZ
/� DOSS 7.ALL FRAMES AND VENTS FULLY WELDED.SMALL JOINT SEAM SEALANT c LL a v LD
6 HEIGHT 4? USED AT FIXED MEETING RAIL AND JAMB. N W $ LL z w
Ll a
A A C 8.SERIES/MODEL DESIGNATION SH-8100. a ¢ a a a w
6 ❑ ❑ U ❑
cc
46 5/16" 9.THE DESIGNATION X AND O STAND FOR THE FOLLOWING: c w < w a
46 5/16" GLASS DLO X=OPERABLE SASH,O=FIXED SASH ❑ o ❑ ❑ ❑ U
GLASS DLO a a a ❑ a w
5 HI SASH ORIEL
EQUAL SPLIT 10.SECTION CALLOUTS FROM EQUAL SPLIT ELEVATION APPLY TO ALL "
ELEVATIONS IN A SIMILAR LOCATION. w o U m ¢ 0
MAX OVERALL 11.EXTERNAL WEEP SLOT=1/2"x 2-1/2"LOCATED 4"FROM BOTH ENDS. `,�-.0'ORE W�T&
FLANGE WIDTH ;�Q•:-v�GElJg .,'P
53 1I8"
MAX.UNIT WIDTH ti v t No 53201 1)
481 -+• * '+
GLASS DLO
LucasTurner 13 STATE OF :'w
63 5116" O ,� 4u'
MAX � F'•.c O R 10 P'•N
OVERALL 335/16" 2015-04-03
FLANGE O GLASS 09:55-04:00 .11,/O e,0%
HEIGHT DLO � NA;�N��
62 1/16" Z
MAX
UNIT 24„ 4/3/2015
HEGHT a
/16"
MAX XSSLUCAS A.TURNER,P.E.
SASH FL PE#58201
HEIGHT
1239 JABARA AVE.
NORTH PORT,FL 34288
46 5/16" PH.941-380-1574
GLASS DLO
6 (SHEET DESCRIPTION:
0/40 SPLIT ORIEL
j GENERAL NOTES AND
ELEVATIONS
TABLE OF CONTENTS CONFIG. MAX. UNIT SIZE DESIGN PRESSURE RATING IMPACT RATING
;DRAWN BY: DATE:
GENERAL NOTES& 1DP CHARTS&GLAZING DETAIILS.....2 EQUAL. 53-1/8"x 76" NONE BAT 04/29/08
SECTION VIEWS&ALT.FRAME........3 „ SEE COMPARATIVE ANALYSIS (DWG#: REV.:
EXTRUSIONS&B.O.M.........................4 5 HI ORIEL 53-1/8" x 68-1/4" CHART, SHEET 2 NONE CWS-154 E
ANCHOR SCHEDULE&NOTES.......... 60/40 ORIEL 53-1/8" x 62-1/16" NONE SCALE: SHEET
INSTALLATION DETAILS.....................6 1:33.33 1 OF 6
Design Pressures(PSF)with Glass Types A,B,C,or D
Unit Sash Unit Widths(in.)
Heights(in.) Heights(in.) 23 1/27 27 1/2 29 1/2 31 1/2 35 1/2 39 1/2 41 1/2 43 1/2 47 1/2 51 1/2 53 1/8 WINDOW SYSTEMS J
35 1/2 17 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 1900 SW 44TH AVE.
OCALA,FLORIDA 34474
39 1/2 19 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 ww W.CwS.CC
41 1/2 20 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-73.1
43 1/2 21 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-73.4 +50/-70.6 8100 PVC
47 1/2 23 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-68.9 +50/-66.2 SINGLE HUNG
51 1/2 25 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-72.7 +50/-65.2 +50/-62.6 NON-IMPACT
53 1/2 26 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-71 +50/-63.6 +50/-61
55 1/2 27 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-7S +50/-75 +50/-75 +50/-69.5 +50/-62.1 +50/-59.5 �2 N m m
59 1/2 29 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-66.8 +50/-59.5 +50/-57 m N w
r N N O H
63 1/2 31 +50/-75 +50/-72.9 +50/-72 +50/-71.6 +50/-71.6 +50/-71.6 +50/-71.6 +50/-71.6 +50/-64.6 +50/-57.3 +50/-54.8 c> o_ o_ a n ¢
0 0 0
65 1/2 32 1 +50/-73.2 +50/-69.1 +50/-68 +50/-67.4 +50/-67.3 +50/-67.3 +50/-67.3 +50/-67.3 +50/-63.6 +50/-56.4 +50/-53.9 Y w w w w ..
67 1/2 33 +50/-69.8 +50/-65.6 +50/-64.4 +50/-63.7 +50/-63.4 +50/-63.4 +50/-63.4 +50/-63.4 +50/-62.7 +50/-55.5 +50/-53 w ¢ F- ¢ ¢ m
71 1/2 35 +50/-64 +50/-59.7 +50/-58.3 +50/-57.3 +50/-56.5 +50/-56.S +50/-56.5 +50/-56.5 +50/-56.5 +50/-53.9 +50/-51.5 z
74 3/4 36 5/8 +50/-59.9 +50/-55.6 +50/-54.1 +50/-53 +50/-51.8 +50/-51.7 +50/-51.7 +50/-51.7 +50/-51.7 +50/-51.7 +50/-50.4 M ¢ M > 0
76 37 1/4 +50/-58.5 +50/-54.1 +50/-52.6 +50/-51.5 +50/-50.2 +50/-50 +50/-50 +50/-50 +50/-50 +50/-50 +50/-50 N $ zz w z >
cc a w,
a a O w
cr
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w w U w Q
7/8"OVERALL 7/8"OVERALL 7/8"OVERALL 7/8"OVERALL a a a o w
> > > a o
1/8"ANNEALED 3/16"ANNEALEDF-1/8"TEMPERED 3/16"TEMPERED
w o U m ¢ Z
5/8 "AIRSPACE 1/2"AIRSPACE 5/8"AIRSPACE 1/2"AIRSPACE
0
1/8"ANNEALED 3/16"ANNEALED 1/8"TEMPERED -3116"TEMPERED ,�� P10RE4y�'��i�
41
SIKAFLEX 552 OR Ci v S's . •.'
SIKAFLEX 552 OR SIKAFLEX 552 OR SIKAFLEX 552 OR
46 PURFECT GLAZE"H„ 46 PURFECT GLAZE"H" 46 PURFECT GLAZE"H" 46 PURFECT GLAZE"H"
No 58201
L-7
? 1/2"GLASS BITE 1/2"GLASS BITE 1/2"GLASS BITE 112"GLASS BITE :9 STATE OF CC1
,',',sf ONA1�N•,,`
0 4y201
O O LUCAS A.TURNER P.E.
LLq o ,
FL PE#58201
GLASS TYPE A GLASS TYPE B GLASS TYPE C GLASS TYPED 1239 JABARA AVE.
NORTH PORT,FL 34288
PH.941-380-1574
SHEET DESCRIPTION:
COMPARATIVE ANALYSIS
AND GLAZING DETAILS
DRAWN BY: DATE:
BAT 04/29/08
DWG C: REV.:
NOTE: CWS 154 E
IF SIZE INTENDED IS NOT SHOWN,USE NEXT LARGER SIZE. SCALE: SHEET
1:1 2OF6
INTERIOR WINDOW SYSTEMS �
1900 SW 44TH AVE.
OCALA,FLORIDA 34474
WWW.0 W S.CC
45 32 54 1 38 13 35 32 4 45
8100 PVC
70 � � � -I NSINGLE
ON IMPACT
0
45
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3 15 53 1 65 66 63 19 4 w < F- < < m
SECTION B-B
53 NOTE:LEFT SIDE SHOWS FIXED SECTION VIEW, um o LL i O
RIGHT SIDE SHOWS SASH SECTION VIEW.
N Q N ¢ m Z w
WUW a cc
W
14 a a o a
w a
39 w w o w ¢
2 28 w
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40 a j ❑
5 34 INTERIOR w ❑ U m < O
9
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v: No 58201 y��
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16 64 '00 FTATE OF
66 10
9110
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6 46
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48181s O 4/3/2015
33 LUCAS A.TURNER,P.E.
2 FL PE#58201
1239 JABARA AVE.
30 �o NORTH PORT,FL 34288
as PH.941-380-1574
SECTION C-C SHEET DESCRIPTION:
ALTERNATE FIN FRAME
SECTION A-A SECTION VIEWS
DRAWN BY: DATE:
BAT 04/29/08
DWG#: REV.:
NOTE: ITEMS NOT SHOWN FOR CLARITY: CWS-154 E
20,23,25-26,31,36,37,44,51-52,55-56,64,67-68 SCALE: SHEET
1:2 3OF6
PARTS LIST FRAME CORNER
ITEMI PART# DESCRIPTION VENDOR MATERIAL CONSTRUCTION
1 1 H-6031 IMain Fr.,SH,w/Fig.,PVC,Head Mikron Vinyl I 1 15/16" 23/16" ��f(YfJM1U/CVW/UUIY L�(�(�
2 H-6031 Main Fr.,SH,w/Flg.,PVC,Sill Mikron Vinyl 69 WINDOW SYSTEMS
3 1 H-6031 IMain Fr.,SH,w/FIg.,PVC,L.Jb. Mikron Vinyl 1900 SW 44TH AVE.
OCALA4 H-6031 Main Fr.,SH,w/Fig.,PVC,R.Jb. Mikron Vinyl 70 6 WWW. FLORIDA 3¢474
^ WWW. W S.CC
5 H-1836 Meet.Rail,Fxd. Keymark Alum t 5/e" ^J 1 5/8"
7
1/16"
8 H-6027 Sash Meet.Rail,PVC Mikron Vinyl 39/16" I 1/16.. 1116" kk
9 H-1497 Reinf.Sash Meet.Rail Keymark Alum L 8100 PVC
10 H-6028 Sash Bottom Rail,PVC Mikron Vinyl CORNER WELD
12 H-6004 Sash Side/Top/Bot.Rail Mikron Vinyl PVC SASH BTM.RAIL PVC SASH MTG.RAIL (ALL SB ES) SINGLE HUNG
13 S-1498 Reinf.S.B.R./S.S.R Keymark Alum �1" H-6028 H-6027 NON-IMPACT
14 S-6064 Glz.Bd.,7/8",Fxd.,Horiz. Mikron Vinyl
15 S-6064 Glz.Bd.,7/8",Fxd.,Vert. Mikron Vinyl PVC FRAME FIN a
16 S-6064 IGIz.Bd.,7/8",Sash,Horiz. Mikron Vinyl H-6026 � o 0
17 S-6064 Glz.Bd.,7/8",Sash,Vert. Mikron Vinyl N 21 CO o r
3 0 0 o c1 0 0
18 S-6013 Scrn.Adapt.,w/Nib,PVC,Horiz. Mikron Vinyl 1 1/2"
19 S-6014 Scrn.Adapt.,PVC,Vert. Mikron Vinyl 3118" -I 1 3/16" t w w w w
20 S-6029 Sash Stop/Filler,PVC,Vert. Mikron Vinyl 1 5 w ¢ H ¢ ¢ m
24 P-2190 Balance BSI 2 1 FIXED MEETING RAIL Z (A
25 P-3059 Sash Cam,PVC BSI Plastic 3 2118" 1116
SCREWED TOGETHER WITH U� o m N Z
1L
OUTERFRAME w ¢ w W O
26 P-3046 Take Out Clip BSI SS 4
211/16" a ¢ U
27 P-3783 Lock,Impact,PVC Interlock fns" � 1/16" $ ¢ R LL Z >
w
28 P-4069 Keeper,Impact,PVC Interlock Zamac o w w a w 0
30 P-4479 Weep Cover w/Flap Gaer PlasticL 1/8" o w a 0 o a
32 P-3429 Wstp.,0.270 x.187 back FinSeal,Gray Ultrafab PVC SASH SIDE RAIL FIXED MTG.RAIL w w w o w cc
33 P-3429 Wstp.,0.270 x.187 back FinSeal,Gray Ultrafab H-6004 H-1836 a Q a w a
34 P-3429 Wstp.,0.270 x.187 back FinSeal,Gray Ultrafab PVC FRAME FLANGE a a a o a w
H-6031 a O
35 P-3429 Wstp.,0.270 x.187 back FinSeal,Gray Ultrafab
36 P-3429 Wstp.,0.270 x.187 back FinSeal,Gray Ultrafab w o U m ¢ z
37 P-4638 #8 x 2-1/2 PH Mod.Truss Type A,Tek 2 Ajax Steel t t/e" 1 1/8" 1 3 8" %W111111"
38 P-3768 #8 x 0.625 Ph PH SMS Hub City Steel 5/t s" 1/2" ``��� P<tORE4y T�i4i
39 P-4051 W #8 x 1.250 Ph FH TEK,Wht. Hub City Steel 20 : `'•'• L '
19 1g 13!16.. ,C�P�.�vGENSF•.�q�•:
40 P-4264 #8 x 3/4 FH PH w/#6 Head,TEK,Wht Hub City Steel 1/16'
44 1 P-3342 ISeam Sealer,SM-5504 Schnee 1/16" 1/16" No 58201
45 1 P-3752 jCap Plug,1/2"Hale M&M Nylon PVC SCREEN SUPPORT PVC SCREEN CATCH PVC SASH STOP
46 P-3438 Sikaflex 552 or Purfect Glaze"H" Sika/Henkel S-6014 S-6013 S-6029 �'
a E
48 P-3352 ISet.Blk.,85 Dur.,1/8"x 5/8"x 2"Lg. F.Lowe Rubber STATE OF
51 P-3881 Temporary Lbl.(NFRC/DP) 'q�(v` ct O R 1�A:N_��
52 P-3613 CWS Lbl.(logo) Pro Label 3/a" TJ
SS/ONA�
53 Glass,Fixed(See Sheet 3)
54 Glass,Sash(See Sheet 3) 3/t6 1/a" �-
55 P-3281 Spacer(see sheet 3) Duraseal 1" 9 73 to Z�
56 P-3281 Spacer(see sheet 3) Duraseal � 1/16" T 7/6 15 4/3/2015
t/16" } 16
62 P-3218 Screen Frame,Horiz. Allmetal Alum REINF.SBR/SSR t LUCAS A.TURNER,P.E.
63 P-3218 Screen Frame,Vert, Allmetal Alum REINF.SASH MTG.RAIL FL PE#58201
64 P-3321 Screen Frame Comer Key Allmetal Plastic H-1497 S-1498 PVC GLAZING BEAD 1239 JABARA AVE.
65 P-3581 Screen Cloth,18 x 16 Fiberglass Bettervue Fiberglass S-6064 NORTH PORT,FL 34288
66 P-3228 Screen Spline,.155 Dia.,Blk. Dapa Vinyl PH.941-380-1574
67 P-3029 Screen Pull Tab Summit Alum 1/2" 9/16" SHEET DESCRIPTION:
68 P-3033 Screen Spring,SS A.Screen SS 3/16 � 3.. � 71116"
69 H-6026 Main Fr.,SH,w/Fin.,PVC Mikron VinylBOM AND EXTRUSIONS
70 P-3113 Screw Support for PVC T.Plastics Nylon � 0 1 5/16"71 S-6063 Fixed Rail Cover Mikron Vinyl I 'DRAWNBY: DATE:
SCREW SUPPORT L BAT 04/29/08
P-3113 DWG#: REV.:
PVC FIXED RAIL COVER CWS 154 E
LINE ITEMS NOT USED: NOTE:ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED. S-6063 SCALE:
6-7,11,21-23,29,31,41-43,47,49-50,57-61 SHEET
1:8 40F6
cstuWINDOW SYSTEPIS
1900 SW 44TH AVE.
0
J MAX.O.C.(TYP.) 4"MAX.(TYP) 8"MAX.O.C.(TYP.) OCALA,FLORIDA 34474
6"MAX.(TYP.) 4"MAX.(TYP.)� SEE NOTE 2 WWW.CWS.CC
6"MAX.(TYP.)
SEE NOTE 2 FT
8100 PVC
6., SINGLE HUNG
MAX O.C.
NON-IMPACT
O (TYP.) O
MAX.O.C. o 0
(TYP.) INSTALLATION N N o F-
THRU FRAME ANCHOR ANCHORS TYP. 0 0 o a o 0
MEETING RAIL AT FIXED MEETING RAIL
CENTERLINE (TYP.) L w w w w
4"(TYP) � ❑ W ❑ ❑ }
II I w QF 0 0 m
4"(TYP) V V x m F m n
x Z
LL 6 LL }
a o Q V (q
INSTALLATION LL
ANCHORS TYP. ^ N N a LL Z w
4 u w w ¢ a w 0_
a ¢ a a~
o a_
w O w U w (r
Q ¢ w ¢ U
a
ANCHOR LAYOUT-(FLANGE) ANCHOR LAYOUT-(FIN) �a i a o a W
w ❑ () 0
0"NORE 4j I`TG
No 58201
NOTES: 0. /STATE OP •:��
1.INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION.SILL ANCHOR SPACING SAME AS HEAD.
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. Y�Z_'
3.ANCHOR TYPE,SIZE,SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS,SEE TABLE 1,SHEET 6. 4//3-/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.
FILPE 01
BE PROTECTED TO PREVENT REACTION. # A
123399 JABARAVE.A
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 6. 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-1X BUCKS ARE ANCHOR SCHEDULE AND
OPTIONAL.
NOTES
7.A MINIMUM CENTER-TO-CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS:3"FOR MASONRY,1"FOR WOOD AND METAL. DRAWN BY: 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 STRUCTURE. BAT 04/29/08
SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET,SHEET 6. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. DWG x: 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: CWS-154 E
FMA/AAMA 100(FIN WINDOWS),FMA/AAMA 200(FLANGE WINDOWS), FMA/WDMA 250(BOX WINDOWS),FMA/AAMA/WDMA 300(EXTERIOR DOORS) SCALE: SHEET
1.25 5 OF 6
MIN.EMBEDMENT /( rJ/7(�9 //l�T�f1()•
TYPICAL HEAD ANCHORAGE SEE TABLE 1I SUBSTRATE lllU41NJ(Yl4/�UU(1•L�//�`
L BY OTHERS WINDOW SYSTEMS
MIN.EDGE DIST. 1/4"MAX.SHIM SEE TABLE 1 MIN.EDGE DIST. SUBSTRATE
SEE TABLE 1 SEE TABLE 1 BY OTHERS 1900 SW 44TH AVE.
SUBSTRATE BY OTHERS 1/4"MAX.SHIM _ SEE TABLE 1 www.OCALAFLORIDA 34474
WWW.CWS.CC
SEE TABLE 1 MIN.EDGE DIST.
MIN.EMBEDMENT SEE TABLE 1
PERIMETER SEALANT SEE TABLE 1
BY INSTALLER INSTALLATION ANCHOR 8100 PVC
INS DE AND OUT SEE TABLE 1 SINGLE HUNG
SEALANT BEHIND C� SEE TABLEDMENT NON-IMPACT
FLANGE BY INSTALLER 1/4"MAX.SHIM
1 000 PERIMETER SEALANT a n W
PERIMETER SEALANT BY INSTALLER o 6 25 cls o
BY INSTALLER INSIDE AND OUT
INSIDE AND OUT INSTALLATION ANCHOR Y w LL w w
INSTALLATION ANCHOR SEALANT BEHIND SEE TABLE 1 W o w ❑ < }
w ¢ r ¢ ¢ m
FLANGE BY INSTALLER SEALANT BEHIND
SEE TABLE 1 � FIN BY INSTALLER v o v N Z
/ n 1 HORIZONTAL SECTION / l HORIZONTAL SECTION m a u°7 > O
6 TYPICAL JAMB ANCHORAGE 6 TYPICAL FIN ANCHORAGE ^v 2 c a o Ln
HEAD AND SILL SIMILAR FOR FIN INSTALLATION . $ Z¢ m Z >
W
a w a a O W
o a
w w w V w cc
U
1/4"MAX.SHIM o 0 0 0 o U
SEALANT BEHIND > > > a
FLANGE BY INSTALLER 0
W a c m Q 0
PERIMETER
REEALANT EMBEDMENTt1IBYINSTALSE TABLEI {1DREI/
INSIDE AND OUT " T•L
P:-BOENS .�i
�g
No 58201 P
SUBSTRATE BY OTHERS
t * :i-
SEE TABLE 1 MIN.EDGE DIST. =
SEE TABLE 1
gib: :ate
�A1 VERTICAL SECTIONr90 NATE OF :4u
6 TYPICAL SILL ANCHORAGE �y�F••. p R 1 P•�_�`
0,S"?
TABLE 1:APPROVED INSTALLATION FASTENERS 42015
FRAME TYPE SUBSTRATE TYPE ANCHOR TYPE MIN.EMBEDMENT MIN.EDGE DIST. LUCAS A.TURNER,P.E.
FLANGE CONCRETE(2.0 KSI MIN.) 3/16"ITW TAPCON 1" 1-1/8" FL PE#58201
PERIMETER SEALANT 1239 JABARA AVE.
FLANGE HOLLOW OR GROUT-FILLED CMU(117 PCF MIN.) 3/16"ITW TAPCON 1" 2" BY INSTALLER NORTH PORT,FL 34288
FLANGE CONCRETE(2.85 KSI MIN.) 3/16"ELCO ULTRACON 1" 1" INSIDE AND OUT PH.941-380-1574
D HORIZONTAL SECTION
FLANGE GROUT-FILLED CMU(ASTM C-90) 3/16"ELCO ULTRACON 1-1/4" 2-1/2" 6 BOX FRAME INSTALLATION SHEET DESCRIPTION:
FLANGE 2X MIN.SOUTHERN PINE(G=0.55) 3/16"ITW TAPCON 1-3/8" 7/8" SIMILAR FOR SILL AND JAMBS FOR BOX INSTALLATION
OR ELCO ULTRACON I 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 KWIK-FLEXOR ITW FULL THREAD UP TO AND INCLUDING A BOX-FRAME APPLICATION IS ACCEPTABLE PROVIDED:
FLANGE 7/16" BAT 04/29/08
(33 KSI YIELD MIN) TEKS SELF-DRILLING SCREW THRU 0.060" MIN.1/4"FILLET OF CONSTRUCTION-GRADE ADHESIVE CAULK IS APPLIED DWG#: REV.:
1/8"ALUM.(6063-T5 MIN.)OR #10 GRADE 5 SELF-TAPPING/ FULL THREAD INSIDE AND OUT,FULL PERIMETER,BY INSTALLER.
FLANGE 1/8"STEEL(33 KSI MIN.) DRILLING SCREW THRU 0.125" 7/16 PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS CWS-154 E
FIN 2X MIN.SOUTHERN PINE(G=0.55) #10 WOOD SCREW 1-1/2" 1/2" SHOWN FOR FLANGE WINDOWS. SCALE' SHEET
1.2 60F6
MIAMNQADE MIAMI-DADE COUNTY
i 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.miamidad&gov/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 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 C 1
Self Ignition temperature ASTM D-1929 925°F>650
Average Smoke Density Rating ASTM D-2843 43%<75
Flame Spread Index , ASTM E-84 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.
13NOA No: 12-1017.02
MIAMFWID �0) Expiration Date:December 26,2016
ADE COUNTY ���_111 Approval Date:February 7,2013
Page 1
M® 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.gov/economy
Quanex Building Products,Inc.
1034 Sixth Avenue North
Kent,WA 98032
LIMITATION: 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 Product 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.
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 labeled every 4 ft or less on the underside with the Extruder Code and"MDCA"or(b)
each finished product assembly shall be labeled with a permanent label and/or stamp with the Extruder Code
and"MDCA".
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.
O!f X13
NOA No: 12-1017.02
MIAMWIADECOUNTY Expiration Date:December 26,2016
JAPPR041)= Approval Date:February 7,2013
Page 2
Ouanex Building Products,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE PAGE
A. DRAWINGS
1. None.
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 04/21/1998, 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).
2. Voluntary Specification for Rigid Polyvinyl Chloride (PVC)Exterior Profiles
(AAMA 303-08).
3. Current list of AAMA Fenestration Exterior PVC Profile Certified Licensees.
F. STATEMENTS "Submitted under AAMA Master File#12-1037"
1. Statement letter of code conformance to 2010 FBC issued by Turner Engineering&
Consulting, Inc., dated 04/25/2012, signed and signed by Lucas 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 wholly 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 Architectural Manufachirers
Association on 09/07/2001 and signed by Dean Lewis.
OZ G!f 2Gl3
Carlos M.Utrera,P.E.
Product Control Examiner
NOA No 12-1017.02
Expiration Date:December 26,2016
Approval Date:February 7,2013
E-1
SLIDING GLASS DOOR - NON-IMPACT GENERAL NOTES:1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED VVINOOW SYSTEMS
TO COMPLY WITH THE FLORIDA BUILDING CODE(FBC).CURRENT
EDITION AND IS RATED FOR USE IN THE HIGH VELOCITY HURRICANE 1900 SW 44TH AVE.
ZONE(HVHZ). OCALA.FLORIDA 34474
www.cws.cc
2.GLAZING OPTIONS:(SEE SHEET 2)
3.APPROVED CONFIGURATIONS INCLUDE BUT ARE NOT LIMITED TO: 8900 PVC SLIDING
190.125 MAX.OVERALL WIDTH "XO","OX"."OXO"."OXXO-.
GLASS DOOR
485/8"MAX. 41112" 4.DESIGN PRESSURE RATING(SEE SHEET 2): NON-IMPACT
PANEL WIDTH A GLASS DLO -NEGATIVE DESIGN LOADS BASED ON.TESTED PRESSURE AND
GLASS TABLES ASTM E-1300-04.
-- - -- - POSITIVE DESIGN LOADS BASED ON.TESTED PRESSURE.WATER n �;
I INFILTRATION TEST PRESSURE AND GLASS TABLES
ASTM E-1300.04.
95 112" o o
MAX. 5.ANCHORAGE:THE 33 V3%STRESS INCREASE HAS NOT BEEN USED Y
OVERALL IN THE DESIGN OF THIS PRODUCT.SEE SHEET 7 FOR ANCHOR w!
}
B DETAILS. WINDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD
HEIGHT B w H m
O X X O 85 ANCHOR CALCULATIONS. 1n
y B GLASS m ml Z
7 DLO 6.NOT APPROVED FOR IMPACT RESISTANCE.IMPACT PROTECTIVE LL LL I
PANEL L I SYSTEM IS REQUIRED IN WIND BORNE DEBRIS REGION. o 0 9
HEIGHT 7 I 7.ALL FRAMES ARE PROCESSED AND SCREWED TOGETHER. VENTS w w i O cc
I ARE FULLY WELDED. a Q. iL
B.SERIES/MODEL DESIGNATION SGD-8900. < a 1III ui 0
A ALU
7 9.THE DESIGNATION X AND 0 STAND FOR THE FOLLOWING: > > o
X=OPERABLE SASH.O=FIXED SASH m ¢ O
10.SECTION CALLOUTS APPLY TO ALL CONFIGURATIONS IN A SIMILAR i+ z
145 1/8„ MAX.OVERALL WIDTH 95 1/2" MAX.OVERALL WIDTH LOCATION. `�Hp10REW,T��,G
48_518"MAX. 411/2" 48 5/8„ MAX. 41 1/2" 11.WEEP SLOTS-114"x 1-1/4"LOCATED 3"FROM BOTH ENDS. ;+`GP�'•��G
PANEL WIDTH GLASS DLO PANEL WIDTH GLASS DLO ;F�:
�v. No 58201 .P:
Lucas A.Turner 13 •a'
9`.,?_112_ - :9 STATE OF L,
MAX. � 2015-04-03 O.o••,F ?. �'
OVERALL
OVERALL I '�i,FpS�.. R �G,�•�
15:32-04:00
C O X O C I HEIGHT D D ""ONAi++
MAX. O X Y
PANEL
HEIGHT 85 7/8" 8.". 4/3/2015
GLASS MAX. GLASS LUCAS A.TURNER,P.E.
DLO PANEL DLO FL PE#58201
HEIGHT 1239 JABARA AVE.
NORTH PORT,FL 34288
L-
PH.941-380-1574 -
SHEET DESCRIPTION:
GENERAL NOTES AND
TABLE OF CONTENTS ELEVATIONS
GENERAL NOTES&ELEVATIONS.....1
MAX. PANEL SIZE DESIGN PRESSURE RATING IMPACT RATING DRAWN BY: DATE:
GLAZING DETAILS&DP CHART........2 SEE COMPARATIVE ANALYSIS ADE 10/30/09
SECTION VIEWS..............................3-4 48-5/8" x 93" NONE DWO#: REV.:
BOM&EXTRUSIONS...........................5 CHARTSHEET 2 CWS-496 B
,
ANCHOR SCHEDULE&NOTES..........6 GALE:
INSTALLATION DETAILS.....................? MAX.OF FOUR(4)PANELS IS ALLOWED AS LONG AS INDIVIDUAL PANELS DO NOT EXCEED PANEL SIZE AS SHOWN. SHEET
1:40 1 OF7
Width
59.5 71.5 84 95.5 91 1 109 1 126 145 118 142 168 190 ( C4(!U •
Panel Size 30.625 36.625 42.875 1 48.625 30.625 36.625 1 42.25 48.625 30.625 36.625 42.625 48.6251900 SW 44TH AVE.
�"1iNDOW SYST'tt?5
Unit Configuration OX,XO OXXO OXXO OXXO OXO OXO OXO OXO OXXO OXXO OXXO OXXO OCALA,FLORIDA 34474
Height Glass Type www.cws.cc
80 A -90/+60 -90/+60 -82.2/+60 -72/+60 -90/+60 -90/+60 -82.2/+60 -72/+60 -90/+60 -90/+60 -82.2/+60 -72/+60
84 A -90/+60 -87.3/+60 -78.4/+60 -68.5/+60 -90/+60 -87.3/+60 -78.4/+60 -68.5/+60 -90/+60 -87.3/+60 -78.4/+60 -68.5/+60 8900 PVC SLIDING
90 A -90/+60 -80/+60 -71.6/+60 -64/+60 -90/+60 -80/+60 -71.6/+60 -64/+60 -90/+60 -80/+60 -71.6/+60 -64/+60 GLASS DOOR
96 A -85.3/+60 -73.8/+60 -65.8/+60 +60/-60 -85.3/+60 -73.8/+60 -65.8/+60 +60/-60 -85.3/+60 -73.8/+60 -65.8/+60 +60/-60 NON-IMPACT
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/ 4/3/2015
LUCAS A.TURNER,P.E.
FL PE#58201
1239 JABARA AVE.
NORTH PORT,FL 34288
PH.941-380-1574
SHEET DESCRIPTION:
MAX. COMPARATIVE ANALYSIS
Dr SILL RISER POSITIVE DP AND GLAZING DETAIL
NONE 60 DRAWN BY: DATE:
GLASS TYPE A 1737 60 ADE 10/30/09
INSTALLATION WITH NO SILL RISER DWG 0: REV.:
ALLOWED ONLY WHERE WATER CWS-496 B
NOTE: IF SIZE INTENDED IS NOT SHOWN,USE NEXT LARGER SIZE. INFILTRATION RESISTANCE IS NOT SCALE: SHEET
REQUIRED. 1:1 2 OF 7
26 ��� 24
18 255 21 22 20 16
WINDOW SYSTEMS _j
1900 SW 44TH AVE.
TT OCALA.FLORIDA 34474
❑ _j
8900 PVC SLIDING
❑ a 8 o a ❑
GLASS DOOR
NON-IMPACT
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No 58201 'P.
33
ZI),. STATE OF
13
4/3/2015
LJ 12 LUCAS A.TURNER,P.E.
A, 4 FL PE#58201
1239 JABARA AVE.
15 NORTH PORT,FL 34288
3 PH.941-380-1574
(2), 14MAX. SHEET DESCRIPTION:
31 9 SILL RISER POSITIVE DP SECTION VIEWS
14 NONE 60 Oxxo
1 7 1737 60 DRAWN BY: DATE:
ADE 10/30/09
3 INSTALLATION WITH NO SILL RISER ow G-#. TE7.:
SECTION VIEW A-A ALLOWED ONLY WHERE WATER CWS-496 B
INFILTRATION RESISTANCE IS NOT
REOUIRED. SCALE: SHEET
1:2.67 3 OF 7
WINDOW SYSTE?S
1900 SW 44TH AVE.
OCALA.FLORIDA 34474
www.CwS.CC
1 12 13 5 16 14 0 2 21 23 4
8900 PVC SLIDING
-D GLASS DOOR
NON-IMPACT
❑ _
_ O
w H CO
U U Z
O
Q a o D
N NIZ
26 16 5 30 2 8 9 19 w w ¢
SECTION VIEW C-C o o 9:
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o No 58201
❑ %1D STATE OF •�
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LA oPRaJ 4/3/2015
�Z
LUCAS A.TURNER,P.E.
FL PE#58201
1239 JABARA AVE.
1 �5 30 33 6 19 NORTH PORT,FL 34288
PH.941-380-1574
SECTION VIEW D-D SHEET DESCRIPTION:
SECTION VIEWS
OXO&OX
DRAWN BY: DATE:
ADE 10/30/09
DWG#: REV.:
CWS-496 B
NOTE:VERTICAL SECTION SIMILAR FOR ALL CONFIGURATIONS,SEE SHEET 3 SCALE: SHEET
1:2.63 4 OF 7
PARTS LIST ---- --------------------- --------------- FRAME CONSTRUCTION ---------------
5 15/16" �y
ITEM PART N:9:1-CRIPTION VENDOR MATERIAL �'I " 2^�
1 H-6042 FRAME.MAIN,SGD MIKRON PVC I 3/4"-
2 S6040 THRESHOLD/FILLER, SGD MIKRON PVC 1 32 WINDOW SYSTEMS
3 1 S6038 ISUPPORT BLOCK,FIXED,SGD MIKRON PVC 1900 SW 44TH AVE.
4 H6032 I PANEL TOP/BOTTOM RAIL, SGD MIKRON PVC 17/8" r} O 1314" OCALA.FLORIDA 34474
5 H-6032 PANEL SIDE RAIL,SGD MIKRON PVC I LLII ❑rtO� 1!8„ I055 WWW.CWS.CC
6 H6033 PANEL,INTERLOCK.FO .
LD MIKRON PVC L u u u L —— —
7 1 H6034 JPANEL.INTERLOCK,OPERABLE MIKRON PVC
8 H-6035 TER
INTERLOCK,SNAP-ON. MIKRON PVC TER S- S
PVC OUFRAME PVC WELD SUPPORT 8900 PVC SLIDING
9 H-6043 ASTRAGAL,SGD, MIKRON PVC H-604GLASS DOOR
10 P-3142 ROLLER,TANDEM(SGD,PLATED STEEL) STEEL 46 FRAME CORNERS
11 P-3342 SEAM SEALER,SM-5504 17/8"-'{ 17/8"� 17/8"-�I SCREWED TOGETHER NON-IMPACT
1'10
12 P-3352 SETTING BLOCK,85 DUR.1/8"X7/8"X2" RUBBER I
13 P-3438 SIKAFLEX552 OR PURFECTGLAZE"H" ISIKAIHENKEL D 7 D 6 4 ^ 'I
14 P-3492 WSTP.,0.270 X.187,BACK FINSEAL,GRAY 5 VENT CONSTRUCTION ^ o w
N f�7 F
15 P-3539 #8 X3/4"QUAD PHILIPS.TEK ZINC I o o
16 1 P-3557 1#10 x 2,HEXHEAD,TEK ZINC 3 9/16" 3 9/16" 3 9/16" g w }
17 P-3752 CAP PLUG,1/2"HOLE NYLON
L22
P•3767 #10 X 1'HEX WASHER HEAD,TE ZINC 1/8" w LU m
P-3789 LOCK&HANDLE KIT,PVC,SGD STEEL 1/8" v v Z
P-3792 3/4"KEEPER STEEL 1/8" [� \ LL LL O
P-3793 MORTISE LOCK STEEL y a o (A
LJ P-4136 #10 x 2,PAN HEAD PHIL,SMS N N Z LuPVC PANEL INTERLOCK PVC PANEL INTERLOCK PVC PANEL LOCKSTILE s ¢ Lu S•1590 REINFORCEMENT,PVC SGD,PANEL KEYMARK ALUM VENTS FULLY WELDED w w
H-6034 H-6033 H-6032 a a S-1591 REINFORCEMENT,ALUMINUM,SGD,PAN KEYMARK ALUM 1:10 S-1618 FIXED PANEL COVER KEYMARK ALUM w w Q
! U
26 S-1597 COVER,FIXED PANEL CLIP KEYMARK ALUM 1 5/8"-1 ao o w
27 S-1655 PANEL TRACK,ALUMINUM,SGD,SILL KEYMARK ALUME 2 1/8"-� Z) � p
23 r 1 518" 7!16"
28 S-1726 REINFORCEMENT,ASTRAGAL,SGD KEYMARK ALUM 050 30
29 S-1737 HIGHRISE SILL,ALUMINUM KEYMARK ALUM �- 24 m ¢ z
115!16" 15/16" 13/16" 27 1118"
30 56037 GLAZING BEAD 1.00",SGD MIKRON PVC 1/16" t
31 S-6041 CK,SCREEN.SGD MIKRON PVC
32 S-6046 SUPPORT WELD,SGD MIKRON PVC 1/8 REINFORCEMENT ROLLER TRACK PV ZING BEAD �`�,p°',P.........
DE NS'TGQ�'�
33 GLASS SEE SHEET 2 S-1591 S-1655 S-6037 -V F ?�%
REINFORCEMENT
S-1590 v. No 58201 •11
5 1/16"
2"_
1/2 =v'
" O STATE OF .:4L,
/U=
21/16" �� 11/16"
9 28 5 26 8 29ii���s•C081CP��2��
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3 3/8" D I I 4 318" 3 1/16" 2 5/8" 3 3116„ � 2 13/16”
O O Q 1!16" 4/3/2015
O O 1/16" LUCAS A.TURNER,P.E.
1/16" FL PE#58201
J 1239 JABARA AVE.
HIGHRISE NORTH PORT,FL 34288
ASTRAGAL FIXED PNL CLIP FIXED PNL COVER PVC INTERLOCK SNAP S 1737 PH.941-380-1574
REINFORCEMENT
H-6043 S•1618 S-1597 H-6035 SHEET DESCRIPTION:
S-1726 5/8" 2 118" 2 3/16. BOM AND EXTRUSIONS
—�
9/16" 11/16" 2 DRAWN BY: DATE:
LJ ADE 10/30/09
31 1 1/4" 1/16"
1/16„ I DWG k: REV.:
— TiCWS-496 B
PVC SCREEN TRACK PVC FIXED PANEL LIFT PVC TRACK FILLER SCALE: SHEET
NOTE:ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED. S•6041 S-6038 S•6040 1:2 5 OF 7
– --- --- 18" MAX.O.C.(TYP.)------ --- — -- -- ------------------------ VWJM1�])C4lU/L1U(l•�
WINDOW SYSTEMS
MAX. TYP.)
( 3" (TYP.) 1900 SW 44TH AVE.
6" MAX.(TYP.) -�3" (TYP.) SEE NOTE 2 OCALA,FLORIDA 34474
W W W.0 W S.CC
T - -
8900 PVC SLIDING
GLASS DOOR
L INSTALLATION NON-IMPACT
ANCHOR(TYP.)
18' -- tO
MAX.O.C. n o w
(TYP.) `N Q;a
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O X X w!,
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ANCHOR LAYOUT-(FLANGE)
P•�•••NOREIv
T. r�r
�v� No 58201 ••'gyp
Z13 STATE OF 1411
NOTES: :rOo�,°� �.4v�
i
1.INSTALL TWO ANCHORS AT EACH INSTALLATION LOCATION.SILL ANCHOR SPACING SAME AS HEAD.
4p�ONA�„ti•�••
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 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 7. 4/3/2015
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 WOOD MUST 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.941-380-1-1574
SPECIFIED IN TABLE 1,SHEET 7.
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-IX BUCKS ARE ANCHOR SCHEDULE AND
OPTIONAL.
NOTES
7.A MINIMUM CENTER-TO-CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS:2-7116"FOR MASONRY,2-FOR FIXED PANEL CLIPS(ALL SUBSTRATES).1"FOR WOOD AND METAL. DRAWN BY: 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 STRUCTURE. ADE 10/30/09
SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET,SHEET 7. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. DWO n: 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: CWS-496 B
FMA/AAMA 100(FIN WINDOWS),FMA/AAMA 200(FLANGE WINDOWS), FMANVDMA 250(BOX WINDOWS),FMA/AAMA/WDMA 300(EXTERIOR DOORS) SCALE: SHEET
1:25 60F7
TYPICAL HEAD ANCHORAGE MIN.EMBEDMENT Ml SEE TABLE 12 7/16" MIN.EDGE DIST. 1/4" MAX.SHIM WINDOW SYSTEMS
SEE TABLE 1 INTERIOR
� 1900 SW 44TH AVE.
OCALA,FLORIDA 34474
SUBSTRATE BY OTHERS —f] MIN.EDGE DIST.
WWW.CWS.CC
SEE TABLE 1 MIN.EMBEDMENTSEE SEE TABLE I
8900 PVC SLIDING
GLASS DOOR
PERIMETER SEALANT 1/4" MAX.SHIM INSTALLATION ANCHOR �❑ 2 7/16" NON-IMPACT
BY INSTALLER SEE TABLE 1 a
INSIDE AND OUT u
n Q mlF-
INSTALLATION ANCHOR INTERIOR �I ) o o p
SEE TABLE 1 Y LL
w
F- 00
co
U 0 Z
PERIMETER SEALANT BY INSTALLER i m o
INSIDE AND OUT
SUBSTRATE BY OTHERS ¢ ¢ Q W
PERIMETER SEALANT SEE TABLE 1 B HORIZONTAL SECTION a a I F=
BY INSICL
TALLER a ® 7 TYPICAL JAMB ANCHORAGE w w
INSIDE AND OUT
DO NOT COVER a a I W
WEEP HOLES MIN.EMBEDMENT �'�
SEE TABLE 1
SUBSTRATE BY OTHERS m a z
SEE TABLE 1 INSTALLAT 'unueee
SEETABLEION ANCHOR ``�%0"VAOREby►T���++
SEALANT UNDER SCREW 2 7/18 MIN.EDGE DIST. TWO ANCHORS PER 1/4" .�p`':'�G E Ng'. Q +
HEAD BY INSTALLER FIXED CLIP THROUGH
SEE TABLE 1 J• to
PRE-DRILLED HOLES 19/16" 1—: No 58201 •�
Ci) VERTICAL SECTION
7 TYPICAL SILL ANCHORAGE
lK(TYP.) '9 STATE OF :�CuZ
TABLE 1:APPROVED INSTALLATION FASTENERS LJ 0/ 0
2111
6" ++y�^��`S'-.0 R 10 P�j����
SUBSTRATE TYPE ANCHOR TYPE MIN.EMBEDMENT MIN.EDGE DIST.
�ONA„Ey���
V
CONCRETE(2.0 KSI MIN.) 3/16"[TW TAPCON 1" 3"
CONCRETE(2.85 KSI MIN.) 3/16"ELCO ULTRACON 1-3/4" 1" MAX.O.C. ❑ 4/3/2015
HOLLOW OR GROUT-FILLED CMU(ASTM C-90) 3/16"ELCO ULTRACON 1-114" 1"
LUCAS
3/16"ITW TAPCON OR FIXED PANEL CLIP FL PE#58201 P.E.
1-318"
2XMIN.SPRUCE-PINE-FIR(G=0.42) 7/8"
ELCO ULTRACON NOTE:CLIP ANCHORS 1239 JABARA AVE.
2X MIN.SPRUCE-PINE-FIR(G=0.42) #10 WOOD SCREW 1-3/8" 7/8" MUST BE LOCATED NORTH PORT,FL 34288
16 GAUGE(0.060")MIN. #10-16 HILTI KWIK-FLEXOR rTW FULL THREAD A MINIMUM DISTANCE 1 �a PH.941-380-1574
OF 3"FROM ANY
1/2"
STEEL STUD(33 KSI YIELD MIN) TEKS SELF-DRILLING SCREW THRU 0.060" MAIN FRAME ANCHOR. SHEET DESCRIPTION:
1/8'ALUM.(6063-T5 MIN.)OR #10 GRADE 5 SELF-TAPPING/ FULL THREAD
1/8"STEEL(33 KSI MIN.) DRILLING SCREW THRU 0.125" 1/2 INSTALLATION DETAILS
FIXED PANEL CLIP ANCHORS INTO
SUBSTRATE BY OTHERS DRAWN BY: DATE:
CONCRETE(2.0 KSI MIN.)OR HOLLOW OR 3116"ITW TAPCON 1" 3" FIXED PANEL CLIP DETAIL SEE TABLE 1 ADE 10/30/09
GROUT-FILLED CMU(117 PCF MIN.) DWG a: REV.:
FIXED PANEL CLIP ANCHORS INTO C HORIZONTAL SECTION
CONCRETE(2.85 KSI MIN.)OR HOLLOW OR 3/16"ELCO ULTRACON 1-1/4" 2-1/2" 7 FIXED PANEL ANCHORAGE CWS-496 B
GROUT-FILLED CMU(ASTM C-90) I I SCALE: SHEET
NOTE:FIXED PANEL CLIP ANCHORS INTO WOOD OR METAL SHALL FOLLOW THE ANCHOR TYPE,MIN.EMBEDMENT AND MIN.EDGE DISTANCE LISTED IN TABLE 1. 1:2.5 7 OF 7
URNER 1239 Jabara Ave.
North Port, FL 34288
ENGINEERING & Ph. 941-380-1574
TCONSULTING, INC. FBPE C.O.A. #29779
Evaluation Report 496B
April 18, 2015
Product Description: Series 8900 PVC Sliding Glass Door,Non-Impact, 4'x8' nominal panel
size, 3/16 Tempered—Air—3/16 Tempered glass
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 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-49613, signed and sealed by Lucas A. Turner,P.E.
3) Test Report NCTL-210-3614-3 and-3A,National Certified Testing Laboratories,
Orlando, FL, with test completion date 06/15/2009
a. Testing Performed: TAS 202 1994 (Full 202 performed on 3 identical specimens
of 190_1/8"x 95_1/2"size OXXO with Design Pressure +/-60 psf)
b. Testing Performed: AAMA/WDMA/CSA 101/I.S.2/A440-05
4) Supplemental Calcs. to support CWS-496B, signed and sealed by Lucas A. Turner, P.E.
Installation: Units must be installed according to approval document CWS-496B.
Limitations of Use: This product:
• May be used with door heights up to 95_1/2",with 45 5/8"max. panel widths and
41 1/2" x 85 7/8"max. glass DLO sizes
• Achieves the design pressures shown in CWS-496B
• Is non-impact resistant and requires the use of shutters in windborne debris regions
• May be used in the High Velocity Hurricane Zone
• Requires 3/16 Tempered—Air—3/16 Tempered glass minimum
• Requires Quanex (Mikron)white rigid PVC framing per Miami-Dade NOA 12-1017.02.
I have evaluated the framing material in this NOA and find that it complies with the
requirements of the 5h 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. 0'ki,& If Elf"
``Z'Cjcrus 4/18`/2015
u : No 58201 :73
Lucas A. Turner, P.E.
FL PE#58201
:SS STATE OF '411
Lucas A. Turner
O R t •••GN ` 2015-04-18
'•4 �dNA` ;;•`� 22:16-04:00