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Product Approval
'.. USER:Public User
?mdurt hnorovai Menyl>Application Detail
FL# 39-R29.
�...� ..... vra -.-...� Application Type visio ,1 I
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Cade Version -014
Application Status Approved
*Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC
and/or the Commission if necessary.
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Comments
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Archived
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Product Manufacturer TIrrd !
Address/Phone/Email 1070 Technology Drive
North Venice,FL 34275
(941)486-0100 Ext 22318
druark@pgtindustries.com
Authorized Signature Jens Rosowski
j rosowski @pgtindustries.com'
Technical Representative Jens Rosowski
Address/Phone/Email 1070 Technology Drive
Nokomis,FL 34275
(941)486-0100 Ext 21140'
jrosowski@pgtindustries.com
Quality Assurance Representative ,.
Address/Phone/Email
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Category i do s
Subcategory my a Hung.
Compliance Method Certification Mark or Listing
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Certification Agency Miami-Dade BCCO-CER
Validated By Miami-Dade BCCO-VAL 44
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Referenced Standard and Year(of Standard) Standard Year
TAS 201,202,203 1994
Equivalence of Product Standards
Certified By
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Product Approval Method Method 1 Option A
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Date Submitted 08/22/2016
Date Validated 09/07/2016
Date Pending FBC Approval `
Date Approved 09/08/2016
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http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquS 1 Bu8CAEm... 1/20/2017
Florida Building Code Online i Page 2 of 3
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Summary of Products
FL# IModel,Number or Name Description
239.1 ISH-200(Non-Impact) Aluminum Single Hung Window! {
Limits of Use Certification Agency Certificate }
Approved for use in HVHZ:Yes FL.23�-„R24 C CAC_ifcQSOS.01;,gr.1F
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:No 09/01/2021
Design Pressure:N/A Installation Instructions
Other:Please see Miami-Dade County Notice of Acceptance(NOA)for FL239 R24 II 16-0505.02.pdf'
product performance information,anchorage details,and anchor type, Verified By:Miami-Dade BCC0l-CER j
size,and spacing information. Created by Independent Third,Party: i
Evaluation Reports
Created by independent Third Party:
239.2 SH-500(Large Missile Impact) WinGuard Vinyl Single Hung Window
Limits of Use Certification Agency Certificate I
Approved for use in HVHZ:Yes FL239 R24 C CAC 15Z12.117b.pdf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 01/08/2019 1 ,i I
Design Pressure:N/A Installation Instructions
Other:Please see Miami-Dade County Notice of Acceptance INCA)for FL239 R24 I1 15-0612.12b.pdf
product performance information,anchorage details,and anchor type, Verified By:Miami-Dade BCCO,-CER
size,and spacing Information. Created by Independent Third Party:
Evaluation Repots I
Created by Independent Third Party: i
239.3 SH-600(Non-Impact) Aluminum Single Hung Window
Limits of Use Certification Agency Certificate !
{Approved for use in HVHZ:Yes FL239 R24 C CaC 16-0 714.05.odf i
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date i
Impact Resistant:No 01/26/2021
Design Pressure:N/A Installation Instructions
Other:Please see Miami-Dade County Notice of Acceptance(NOA)for 1`1-23.9-112.4 1.1-16-0714.05.0d
product performance information,anchorage details,and anchor type, Verified By:Miami-Dade BCCO-CER
size,and spacing Information. Created by Independent Third!Party:
Evaluation Reports
Created by Independent Third Party:
239.45H�7tJ0�(Wr,e Missile�'jImpact Aluminum Single Hung Window;
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL239 R24 C CAC 16-071 4.O(i.pdf
Approved for use outside HVHZ:Yes Quality Assurance Contract'Expiration Date !
Impact Resistant:Yes 03/26/2021
Design Pressure:N/A lati n`s
Other:Please see Miami-Dade County Notice of Acceptance INCA)for F.L23 R24 IIS]
product performance information,anchorage details,and anchor type, 'e fi,—.Miami-Dade BCCO;-CER
size,and spacing information. Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
239.5 SH-800(Large Missile Impact) Multi-Story Aluminum Single Hung Wmd6w
Limits of Use Certification Agency Certificate #
Approved for use in HVHZ:Yes FL239 R24 C CAC 16-0714.01.pdf s
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 05/03/2022
Design Pressure:N/A Installation Instructions
Other:Please see Miami-Dade County Notice of Acceptance(NOA)for FL239 R24 II 1"6-0714.01.0ar
product performance information,anchorage details,and anchor type, Verified By:Miami-Dade BCCO-CER
size,and spacing information. Created by,Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
239.6 JiSH-800(Small Missile Impact) Multi-Story Aluminum Single Hung Window
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL239 R24 C CAC 16-0.14!02.pdf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
{ Impact Resistant:Yes 05/03/2022 ,
Design Pressure:N/A Installation Instructions
Other:Please see Miami-Dade County Notice of Acceptance(NOA)for FL239 R24 It i6-0714.02.odf
product performance information,anchorage details,and anchor type, Verified By:Miami-Dade BCCO-CER
size,and spacing information. Created by Independent Thirb Party: i
Evaluation Reports
Created by Independent Third!Party:
239.7 SH-3000(Large Missile Impact) Architectural Systems Aluminum Single Hung Window
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL239 R24 C CAC 15-0612,'1 LMI.pd,`
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 12/06/2017 1
Design Pressure:N/A Installation Instructions .l 1
Other:Please see Miami-Dade County Notice of Acceptance(NOA)for FL239 R24 II 15-0612.11!MI.pdf
product performance information,anchorage details,and anchor type, Verified By:Miami-Dade BCCO-CER
size,and spacing information. Created by Independent Third Party: k'k
Evaluation Reports i
Created by Independent Third Party:
239.8 SH-3000(Small Missile Impact) Architectural Systems Aluminum Single Hung Window
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL239 R24 C CAC 15-0612:10 SMI.ndf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 12/06/2017
Design Pressure:N/A Installation Instructions
Other:Please see Miami-Dade County Notice of Acceptance(NOA)for FL239 R24 I; 15-0612.10 SMi,pdf
product performance information,anchorage details,and anchor type, Verified By:Miami-Dade BCCO-CER
size,and spacing Information. Created by Independent Third Party:
Evaluation Reportsi
Created by Independent Third Party: j
239.9 SH-5400(Non-Impact) Vinyl Single Hung Window I'
Limits of Use Certification Agency Certificate s
Approved for use in HVHZ:Yes FL239 R24 C CAC 16-0714.04.pdf j
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
i Impact Resistant:No 07/30/2020
http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgiiS 1 Bu8CAEm... 1/20/2017
Florida Building Code Online Page 3 of 3
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' Design Pressure:N/AInstallation Instructions
Other:Please see Miami-Dade County Notice of Acceptance(NOA)for FL239 P,24 Ii 1ir0714.04.Ddf
product performance Information,anchorage details,and anchor type, Verified By:Miami-Dade BCCO CER
'size,and spacing information. Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
239.10 SH-5500(Large Missile Impact) Vinyl Single Hung Window I
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL23 9 R24 C CAC 16-0714.03.1)df
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 07/30/2020
Design Pressure:N/A Installation Instructions
Other:Please see Miami-Dade County Notice of Acceptance(NOA)for FL239 R24 II 16-0714.03.Ddfl
product performance information,anchorage details,and anchor type, Verified By:Miami-Dade BCCO; ICER
size,and spacing information. Created by Independent Third Party:
Evaluation Reports 11
Created by Independent Third Party:
_....—..........._._.—.._.____....................---'----_---............_...._...._.....-_......_..._._.........
.....--------..._...--.._.__..---'-----------._...`.—_.._.._—..__.._.._.._..__.....__......_........_...._.._�—_._..._._..._...�
t�acit'.
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Contact Us::2601 Blair Stone Road.Tallahassee FL 32399 phone:850-487-1824
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The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement
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Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to apublic-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
emails provided may be used for official communication with the licensee.However email addresses are public record.ilf!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.
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Product Approval Accepts:
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http://www.floridabuilding.org/pr/pr_app_dtl.aspx.param—wGEVXQwtDquS 1 Bu8CAEm... 1/20/2017
M�IAMbDADE MIAMI-DADE COUNTY
Il'L'J M PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208
BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599
NOTICE OF ACCEPTANCE(VOA) vvww.miomldodexory/eeonomv
PGT Industries,Inc.
1070 Technology Drive _
North Venice,FL 34275
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 Comity 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:Series" in S'ng a un Indo - .M.I.
APPROVAL DOCUMENT:Drawing No.4040-20,titled"Atom.Single Hung Window,Impact',sheets 1
through 11 of 11,dated 09/01/05,with revision F dated 05/05/16,prepared by manufacturer,signed and
sealed by Anthony Lynn Miller,P.E.,bearing the Miami-Dade County Product Control Revision stamp with
the Notice of Acceptance number and ex iration date by the Miami-Dade County Product Control Section.
MISSILE IMPACT RA rgc nn Small Missile pact .stant.
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo,city,state,
model/series,and following statement:"Miami-Dade County Product Control Approved",unless otherwise
noted herein.
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 ofNOA.
ADVERTISEMENT: The NOA number preceded by the words Miami-Dadc 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 NOAH 15-0519.08 and consists of this page 1 and evidence pages E-1,E-2 and&3,as
well as approval document mentioned above.
The submitted documentation was reviewed by Manuel Perez,P.E.
OA 1�d117i41th
rnantoaoecouNry )rl1J{p ExpirattonDatc: Marcht26,20i1 _b"
Approva ate: ugust18,2016
Page 1
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PGT Industries,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
(Submitted ruder NOA No:05-101g.01 and 074322.06)- -
2. Drawing No 4040-20,titled"Alum.Single Hung Window,Impact",sheets 1 through
11 of 11,dated 09/01/05,with revision F dated 05/15/16,prepared by manufacturer,
- - - - — - - - signed and sealed by Anthony LynnMiller,P.E. - ----
B. TESTS
1. Test reports on:1)Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94
2)-Large Missile-Impact Test per FBC,.TAS-201-94_ _
3)Cyclic Wind Pressure Loading per FBC,TAS 203-94
along with marked-up drawings and-installation diagram of a PVC sliding glass door,
a PVC fixed window and an aluminum sliding glass door,using:Kodispace 4SG TPS
spacer system,Durasea?spacer system,Super Spacer®NXTrm spacer system and XL
EdgeTm spacer system at insulated glass,prepared by Fenestration Testing Laboratory,
Inc., Test Reports No. FTL-8717, FTL-8968 and FTL-8970, dated 11/16/15,
06/07/16 and 06/02/16 respectively,all signed.and sealed by Idalmis Ortega,P.E.
2. Test reports on:1)Air Infiltration Test,per FBC,TAS 202-94
2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94
3)Water Resistance Test,per FBC,TAS 202-94
..4)Large Missile Impact Test per FBC,TAS 201-94
5)Cyclic Wind Pressure Loading per FBC,TAS 203-94
6)Forced Entry Test,per FBC 2411.3.2.1,TAS 202-94
along with marked-up drawings and installation diagram of an aluminum single hung
window,with fin frame,prepared by Fenestration Testing Laboratory,Inc.,Test
Report No.FTL-4957,dated 10/03/06,signed and sealed by Edmundo Largaespada,
P.E.
(Submitted under NOA No.0 7-0322.06)
3. Test reports on:1)Air Infiltration Test,.per FBC,TAS 202-94
..2)Large Missile Impact Test per FBC,TAS 201-94
3)Cyclic Wind Pressure Loading per FBC,TAS 203-94
along with marked-up drawings and installation diagram of an aluminum single hung
window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test
Reports No.FTL-4958 and FTL-5063,dated 10/03/06 and 11/21/06,both signed and
sealed by Edmundo Largaespada,P.E.
(Subntttted under NOA No.07-0322.06)
�- .r
Product
NOA No.16-0714.06
Expiration Date:March 26,2021
Approval Date: August 18,2016
E-1
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PGT Industries,Inc.
NOTICE OF ACCEPTANCE:EVIDENCE SUBMITTED
B. TESTS(CONUNIM)
4. Test reports on:1)Large Missile Impact Test per FBC,TAS 201-94
2)Cyclic Wind Pressure Loading per FBC,TAS 203-94
along with marked-up drawings and installation diagram of an aluminum single hung
window,with fin frame,prepared by Fenestration Testing Laboratory,Inc.,Test
Report No.FTL4645,dated 08/11/05,signed and sealed by Edmundo Largaespada,
(Submitted raider NOA No.07-0322.06)
5. Test reports on:1)Large Missile Impact Test per FBC,TAS 201-94
2)Cyclic Wind Pressure Loading per FBC,TAS 203-94
along with markedvup dmwings_and installation diagram of an aluminum single hung_
window,with fin frame,prepared by Fenestration Testing Laboratory,Inc.,Test
Reports No.FTL-4649 and FTL-4723,dated 10/05/05 and 08/11/05,both signed and
sealed by Edmundo Largaespada,P.E.
(Submitted tinder NOA No.OS-1018.01)
6. Test reports on:I)Air Infiltration Test,per FBC,TAS 202-94
2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94
3)Water Resistance Test,per FBC,TAS 202-94
.A)Small Missile Impact Test per FBC,TAS 201-94
5)Cyclic Wind Pressure Loading per FBC,TAS 203-94
6)Forced Entry Test,per FBC 2411.3.2.1,TAS 202-94
along with marked-up drawings and installation diagram of an aluminum single hung
window,with fin frame,prepared by Fenestration Testing Laboratory,Inc.,Test
Reports No.YM-4947 and FTL-4650,dated 08/11/05,both signed and sealed by
Edmundo Largaespada,P.E.
(Submitted tinder NOA No.OS-1018.01)
7. Test reports on:.l)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94
..2)Large Missile Impact Test per FBC,TAS 201-94
3)Cyclic Wind Pressure Loading per FBC,TAS 203-94
along with marked-up drawings and installation diagram of an aluminum single hung
window,with fin frame,prepared by Fenestration Testing Laboratory,Inc.,Test
Reports No.FTL-4948 and FTL-4646,dated 08/10/05,both signed and sealed by
Edmundo Largaespada,F.E.
(Submitted tinder NOA No.05-1018.01)
ManaeIF E.
Product Control x iner
NOA No.1 •0714.06
Expiration Date:March 26,2021
Approval Date: August 18,2016
E-2
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PGT Industries.Inc.
NOTICE OF ACCEPTANCE:EVIDENCE SUBMITTED
C. CALCULATIONS
1. Anchor verification calculations and structural analysis,complying with FBC-5'h
Edition(2014),dated 05/12/15,prepared by manufacturer,signed and sealed by
Anthony Lynn Miller,P.E. _
(Submitted raider prevlousNOA No.15-0519.08)
2. Glazing complies with ASTM E1300-09
D. QUALITY ASSURANCE-
1. Miami-Dade Department of Regulatory and Economic Resources(RER).
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No.14-0423.17 issued to Eastman Chemical Company(MA)
for their"Sallex Clear and Color Glass Interlayers"dated 06/19/14,expiring on
05/21/16.
2. Notice of Acceptance No.14-0916.10 issued to Kuraray America,Inc.for their
"Kuraray Butacite®PVB Glass Interlayer"dated 04/25/15,expiring on 12/11/16.
F. STATEMENTS
1. Statement letter of conformance,complying with FBC-51h Edition(2014),dated May
16,2015,issued by manufacturer,signed and sealed by A.Lynn Miller,P.E.
(SubinNed under previous NOA No.1S-0519.08)
2. Statement letter of no financial interest,dated May 16,2015,issued by manufacturer,
signed and sealed by A.Lynn Miller,P.E.
(Submitted under previous NOA No.l 5-0519.08)
3. Laboratory compliance letter for Test Reports No.FTL-4957,FTL-4958 and FTI_
5063,issued by Fenestration Testing Laboratory,Inc.,dated 10/03/06,signed and
sealed by Edmundo Largaespada,P.E.
(Submitted under NDA No.07-0322.06)
4. Laboratory compliance letter for Test Reports No.FTL-4649,FTL-4723.PTL-4947,
FTL4650,FTL-4948 and FTL-4646,issued by Fenestration Testing Laboratory,
Inc.,dated 08/10/05,signed and sealed by Edmundo Largaespada,P.E.
(Submitted under NOA No.05-1018.01)
5. Proposal No.16-0125 issued by the Product Control Section,dated March 09,2016,
signed by Ishaq Chanda,P.E.
G. OTHERS
1. Notice of Acceptance No.15-0519.08,issued to PGT Industries for their Series
"SH-700"Aluminum Single Hung Window-L.M.1.,approved on 07/09/15 and
expiring on 03/26/21.
Man cine ez, E.
Product Control m er
NOA No.16-0714.06
Expiration Date: March 26,2021
Approval Date: August 19,2016
E-3
Part# Description Material
1
0-- 71 KommaflIng 4SG TPS Spacer System
iL 72 Quaneu Super Spacer nXrwilh Hot Melt Butyl Sae this
73 Sheet for
Quane%Dumseat Spacer
Materials
41 11er
2"NOM. 44 V12- OM. EFER =74 TEST REPORTS:REPXL Sdge:FTLa 717. B68 7D
JGLASS BITE BITE
7037
37 118"ANNEALED OR HEAT STRENGTHENED GLASSLJL 3118"ANNEALED OR HEAT STRENGTHENED GLASS
090 PVB INTERLAYER .090 PVB INTERLAYER
1/8"ANNEALED OR HEAT STRENGTHEN_ED GLASS 3118"ANNEALED OR HEAT STRENGTHENED GLASS _ _ _ _- _ - -- ---- -
- 5118" ' _ - --- ---- 7/18"t AM4NATED - - -
5/16"LAMINATED GLASS 80,81 or 82 7/16"LAMINATED GLASS 83,84 or 85
NOTE;
- --- -- -- - LAM)IG OUTBOARD
71=74 71-74 �]EXTERIO INTERIOR[� LITES MAY BE
0----- (ALL SECTIONS) UPGRADED TO Via"
tJ `�J WITH NO CHANGE IN
"P DESIGN PRESSURE,
KURARAY BU�TACtTE�
1/2"NOM, 1/2"NOM. PVB INTERLAYER
46 GLASS BITE 46 GLASS 817E a or
SAFLEX PVB INTERLAYER BY
EASTMAN CHEMICAL COMPANY
38 70 38 70
1/8"ANNEALED OR HEAT STRENGTHENED GLASS 3/18"ANNEALED OR HEAT STRENGTHENED GLASS
.090 PVB INTERLAYER .090 PVB INTERLAYER
118"ANNEALED OR HEAT STRENGTHENED GLASS 3116"ANNEALED OR HEAT STRENGTHENED GLASS
5116"LAMINATED 7116"LAMINATED
AIR SPACE AIR SPACE
1/8"ANNEALED OR TEMPERED GLASS 1/8"TEMPERED GLASS
13116"NOM. jam am.
13/16"LAMI IG GLASS WJ 5/96"LAMI 86,87,88 or 92 " AM 6 I 9,90 or 91
PRODUCT REVISED
ALUMINUM as m"Plying with n!a Fio"
SILICONE HOT•MELTBUM REINFORCEMENT POLYISO• DESICCANT FILL AREA ANa BuildmfdCodo 1 -11
STRUCTURAL BUTYLENE a,xPtam:e
SILICONESEAL 6/18"NOM. Ex iml Dala Y 1"�+•'`f
STRUCTURAL 3/18 NOM. 6f18
"NOM.
POLYISOBUTYIEN 114"NOM. FOAM BUTYLS SILICONE SEAL Dy
WITH DESICCANT WITH gESICCANT ROLL-FORMED Miami adePm�aatC"
pESiCCANT FOAM STAINLESS STEEL
EXT,GLASS EXT.GLASS EXT,GLASS
EXT.GLASS
�llllilllJ,�� ,
INT.GLASS ��•`� ;,p;i:M;,,'.,.�h�
INT.GLASS INT.GLASS INT.GLASS q••'•,:,1.'!,
n.
T1 KODISPACE SUPER T3 DURASEAL0 T4 XL EDGE'"' ' "'
0 4SG TPS @)SPACER'&NXT"' QSPACER SPACER
JR ' osroane F ADDEDSPACERaGLAZING DETAILS `''•"<,rnn,.•:,:.
1070 TECHNOLOGY DRIVE �_ :,'lS' "• ...
N.VENICE,PL 34276 �' ;• ,• •: l? ,..,.
P.O.BOX 1628 == �C ALUM.,. SINGLE HUNG MNDOW,IMPACT A.LYNN MILLER.P.E.
F.K.K. Uf/OS J.J. 2623�°„� a7 NOXOM s,FL 34ar4 Vtctb�y Betror SN7ap Full 2 d 11 4040-20 F FL P.E.#58705
" f
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1f1 FL�i4NGE INTEGRAL SNf HiGti`SiLL t�l�f TABLE 1.
B NDWitF G1_ DIMENSIONS
WINDOW HEIGHT
WIDTH GLASS TYPE 63" 66" 68" 70" 72" 74" 76" MEETING RAIL
48" A,B,M +60,0 1 -80.o +80.0 1 -80,0 +80.0 -80.0 +80,0 -80,0 +80.0 -80.0 +80,0 -80,0 +80.0 -80,0 HT.
60" A,B,M +64.0 -80.0 +$0.0 -84.0 +80.4 84.0 +80.0 80.0 +80.0 -80.0 +80.0 -80.0 +79.0 -79.0
62" A,B,M +80.0 -80.0 +80,0 -60.0 +80.0 -80.0 +80.0 -80.0 +78,8 -78.8 +77,3 -77.3 +76,9 -75.9 "x° $gjSH
63118" A,B,M AM= +80 +80.0 -80.0 +79.6 79.6 +78.2 78.2 +76.9 76.9 +75.4 -75.4 +74.0 -74.0 yl
�FiIG! . +80.0 -00.0 1+80.0 -80.0 +80.0 -80,0 +80.0 -80.4 +80,0 -84.0 +80.0 -80.0
STANDARD VIEW&RADIUS TOP FLANGE OR INTEGRAL FIN WINDOWS W1 HIGH SILL OPTION TABLE 2.
BASED ON FLANGED WINDOW TIP-TO-TIP FRAME DIMENSIONS
- - -- -WINDOW HEIGHT-__
WIDTH GLASS TYPE 38 318" 44" 60 518" I 63" 72" 74" 76" MEETING RAIL
48" A,B,M +80.0 -80.0 +80,0 80.0 +80.0 -60.0 +80.0 -80.0 +70.0 -70.0 +700,0 -70.0 +70,0 .70,0 HT.
5Q" A,B,M +80.0 -80.0 +80,4 -80.0 +80.0 -80,0 +79.9 79.9 +74.0 70.0 +70.0 -70.0 +70.0 -70.0 "X"- "A H- _
62" A,B,M +80,0 -80.0 +80.0 -80.0 +80.0 -80.0 +76.9 -76.9 +70.0 -70.0 +68.8 -68.8 +67.6 87.8 �1S
63116" A,B,M +80,0 -80.0 +80.0 -80.0 +80.0 -80.0 +75.0 -76,0 +68.0 -68,0 +66.7 -86.7 +85.5 65.5
UPTO53118 C,D,E,F,G,H,I,J,K,L +80.0 -$4.o +84.4 •84.4 +80.0 80.0 +80A 80.4 +70.0 70.0 +70.0 -70.0 +70A -70.0
CUSTOM VIEW&RADIUS TOP FLANGE OR INTEGRAL FIN WINDOWS W/HIGH SILL OPTION TABLE 3.
BASED ON FLANGED WINDOW TIP-TO-TIP FRAME DIMENSIONS WIT,
WINDOW HEIGHT MINUS SASH HEIGHT(MAX.WINDOW HT.W/SASH=76"FLANGED AND 76"INTEGRAL FIN) "O" MINUS
WIDTH GLASS TYPE 17118" 2211116" 283116" 33314- 39 5116" 4413116" 60 3/8" 6616116" W SASH
53118" D,E,F,J,K,O +80,0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +70,4 70.D +70.0 -70.0 +70,0 70.0 +70.0 -70.0 HT, HT.
MEETING RAIL
GLASS TYPES: TEST REPORTS TABLE 4. `x" SASH
A.6/16"LAMI- 1/8"A,.090,1/8"A FTL-4647,4648,4723,4957
B.5116"LAMI- 1/8A,.090,1/8"HS FTL-4647,4648
C.6/16"LAMI- 11WHS,.090,1/8"HS FTL4847.4648
D,7/16"LAMI- 3116"A,.090,3116"A FTL4646,4886
E.7118"LAMI-3116"A,.090,3/16"HS) FTI-'4645
PxonucrxeutsED
" 1-3118"HS 090 3116"HS FTL4845 a3 rnmptyiug with the pwft
de
S 4648,4723_ Oaildiup w N
Aceapr4mcaNalt;n-C7 )Q.
13 18 LSA�T1 - 8 ,AIR SPACE,6118"LAMI- 1/8"A,.090,1/8"HS K-4646t (mtfan Dalc'J�-' t )
1. 13116"LAMI IG-1/8"T,AIR SPACE,6116'LAMI- 1/$"HS,.090,11S"HS FTL-4646 By
J,13116"LAMI IG-1/8"T.AIR SPACE,7/18"LAMI- 3116"A,090,3116"A FTL-4849,4654 Mironi fade Prodeat G
K.13/16"LAW IG-1/8"T.AIR SPACE,7/16"LAMI-(3/16"A„090,3/16"HS) FTL4649,4650,4958
L,13116"LAMI IG-118"T,AIR SPACE,7/16"LAMI- 3116"HS,.090,3116"HS FTL-4649,4650
M.13116"LAM(IG-1/8"A,AIRSPACE,6/1S"LAMI-0/8"A„090,118"A FTL-5063 't%?
NOTES: 1,WINDOWS WITH THE LOW SILL OPTION ARE LIMITED TOA POSITIVE DESIGN PRESSURE OF+64.0 PSF OR LOWER AS SHOWN IN THE TABLES. NEGATIVE DESIGN
PRESSURES ARE UNEFFECTED. t''r:y%
2.FOR INTEGRAL FIN WINDOW DESIGN PRESSURES USE THE ABOVE TABLES BY DEDUCTING Y FROM THE FLANGED TIP-TO-TIP FRAME DIMENSIONS.
3.AVAILABLE SASH HEIGHTS FOR CUSTOM WINDOWS ARE 12 518"MINIMUM TO 38"MAXIMUM.
4.GLASS TYPES C,G,H,AND 1 MAY BE USED IN SASH ONLY
DESIGN PRESSURES s',i;,:•`.'�ortsc;s.•.;;.:;;',,
tU N.NCE,F 34 ERmepr. 'Ili* �:;}••`���
P.O.BO%iG]9 7;!_ -ALUM.SINGLE HUNG WINDOW IMPACT Ili ti
_ 7-9/tio,
NO.O.BQXS. 134274 Vfitb Better B11` °i""` e"1i0p"'SpN' "°" A.LYNN MILL. R,P.E.
F.K J �2l23107
8H7YtG NTS 3 a 11 4040-20 F FL P.E.#66705
531/8"MAX.FLANGED WIDTH
621/8"MAX.I.F.WIDTH
49 618°MAX.FIXED
DLO(ALL) D C
75'MAX. 756 MAX. 75"MAX.
SEE DLO O I.F. A A I.F. C� I.F.
TAlBLE - / p fI HEI HT STEL O O HEI HT SEEDLOO HEIGHT
J= �e
-- - - -- 7B"MAX. - - -- - --78"MAX. -- -76"MAX.
FLANGED FLANGED FLANGED
HEIGHT HEI HT HEIGHT
- - -- -- - SEE DLO_
- - -
TABLE X— j -- _ - -.MAX, ----SEE DLO --
SASH x % - S E ------SEE DLO ------ — - --s E- --- - -- ---- ---
(MAX.) HEI HT TABLE - / NO E 4 TABLE X NO E4
- - --481/4°MAX. --- - --- - --- -- - - - - - - - -- - -- -- -
L DETAIL B DETAIL C
DETA10 VIEW(STANDARD SASH) RADIUS TOP(STANDARD SASH)
11 Al
B E I
76"MAX I 76°MAX.
I.F. I.F.
SEE DLO I HEI 3HT E•j HEI HT
TABLE SEE DLO
O / 76"MAX. TABLE 0 j 76"MAX.
FLANGED FLANGED
HEIGHT HEI HT
rxonucrasvisBp
m complying with dw 1Fkali9e
SEE DLO TABLE X / SASH SEE DLOTABLE X / SASH Bu""n,Code
HEIGHT HEIGHT Acrepumxn"o
1'eP1Yal"'At Uhle
B �v
DETAIL D DETAIL E 441yxi "ePmduci
VIEW(CUSTOM SASH) RADIUS TOP(CUSTOM SASH)
`lyI ulr1��,
NOTES: ; r.o?:.• '•,,'^''1�<<,�
1.SEE SHEET 5 FOR VERTICAL AND HORIZONTAL SECTION DETAILS.
2.SEE SHEET 7 FOR CORNER DETAIL VIEWS.
3.SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE INFORMATION.
4.SASH HEIGHTS FOR STANDARD SASH WINDOWS(DETAILS B&C)ARE BASED ON A THREE OVER TWO FORMAT.
• 1010 TECHNOLOGY DRIVE ELEVATIONS �•,';••.!uA;lui;•.••';,':�=;;
N.VENICE,FL 34276 iW: '" .••1`.: .
iuww ALUM.SINGLE HUNG WINDOW IMPACT
P.O.Bqx 1620
_ pyo
NOKOMIS,FL 34274 y(/�(y$fittn ' `""� A.LYNt�II�iLLER.P.E.
F.IG 911105 J.J. 223/07 SH700 NTS 4 w 11 404010 F FL P.E.#58705
NOTE:MIN.(1)SWEEP LATCH AT VENT CENTERLINE OR
OPTIONAL BOTTOM LOCKS,(1)6'FROM EACH SIDE OF SASH. 26 27 NOTE:BALANCE PARTS USED
1 INSIDE INSIDE
MAX.VENT DAYLIGHT OPENING BASED ON SASH WEIGHT
31 9,10,11,15,16
MAX, - 2.71U,
_ FIXED 7,g OR 17
LITE
DAYLIGHT 25
OPENING ---
_— OUTSIDE I -
255 MAX,FIXED LITE DAYLIGHT OPENING
MAX.WIDTH
-- --- -- SECTION A-A 6
OUTSIDE INTEGRAL FIN(I.F)FRAME SECTIONS INSIDE
23
47 50
HEIGHT 21 2.146
HIGH
OUTSIDE I SI [#LOW
MAX.DAYL GHT NT 49HIGH SILL HEAD JAMB OUTSIDE
OPENING
68
I.F.FRAM17:: 2.710'
i PRUDUCI'RHVISGD
28
53 m cmnpl7ing withue FIe7IJa
OUTSIDE I B
AceapuilAin6cteuw odo 1(0 4-*q
Na
ur
Ikpiml' Dulc r I
6 Ily
53 z.+Iae^ laTaul aeP7wiwt nA
2.330" (HIGH SILL) 63
52 (LOW SILL)
SEE NOTE ABOVE 54 64
3 30 ULTRALIFT gg fi7 ::l,,;s.,•..;:�:.
12 ONLYULTRALIFT i'1 :c.'•iU.;
12 ONLY SECTION C-C
SECTION B-B RADIUS TOP � .2 -=
(LOW SILL SHOWN) ALTERNATE HIGH SILL (HEAD DETAIL-FLANGED VERSION)
wwa r• osu:
ee 4070TECHNOLOGYDRNE P -�- SECTIONS '"� •''•7
N.VENICE,FL 34276 �`' //��'f:,t.,,' t(L�`•''
Ell—
P.O.BOX 1628
�— ALUM.SINGLE HUNG WINDOW,IMPACT
o,, NOKOMIS,FL 34274 Visibly Better °b""a" ""` °11 °°'"O"" A.LYNN MILLER,P.E.
' F,IG 8/1/05 J,J. 2/23/07 SH700 Helf 6 a iJ 4040.20 F FL P.E.N 58705
`
I 4002A' FLANGE FRAME HEAD 61222S 60 1636 SCREEN SPLINE-.136 DIA.HARD 61636K —
2 1166 98 X 1.00D QUAD PN.SMS 781 PQA 61 SCREEN CLOTH 6-1816
3 4003C FLANGE FRAME SILL(LOW SILL) 612226 63 606 GLAZING CHANNEL(688 X.600 603402
6 1626 ADHESIVE OPEN CELL FOAM PAD 7PAD1626 64 1161 #6 X 1.000 PH.BUGLE TEK 70OXI —
6 4004 FLANGE FRAME JAMB 612227 67 GLAZING TAPE,1116 X V2-7116 LAMI 62OW610
7 4026 SASH STOP 612244 60 4051A SASH BOTTOM RAIL(HIGH SILL) 64061
�
a 4026 SASH STOP(EGRESS)1.126 LONG 612244 69 4056A IFLANGE FRAME SILL(HIGH SILL) 160
9 029 SPIRAL BAIANCE,30,6W,OR 11/16- ----jS1L1COI4E,DOW899,996 OR EQUIV.
10 1o80 BALANCE COVER,31811 OR 5/8" 68ALCVR916 80 A GLASS,5/16"LAMI,(118-A,.090 PVBjA-A)
12 BALANCE BOTTOM BRACKET 7BALTBKr 82 C.GLASS,611W LAMI,(1/9'HS,.090 PVB,118"HS)
ASH
TOP
GUIDE
42504 83 D.
. '-_-- ' - .-
#8 X I PHILLIPS FLAT HEAD S.STL
~
. .
'
I.F.FRAME SEALANT ALONG ENTIRE JOINT
1 Or 47 r �) �r 1.F.FRAME
I t( t�
1-----�2a$4
-1 � .a6z I ti ti
2,$30 2.330
1.381 a
.L_._._._ .482
Or$Q
f FLANGE FRAME HEAD } t
1 #4002A,6063-T8
- 1.749 FLANGE FRAME SILL (LOW) t-EBOss-(2)—
SEALANI
ELD
#4Oa3C,6063.76 6 Or 5Q
ALONG
CREW-. -
---- OR GASKET
I AT HEAD AND SILL
2,710 1,613+) .738 I
,494 A40
.062_ _ i _ VIEW D-D - VIEW E-E
x-1.451+-4 — - — if
VIEW HEAD&SILL,RADIUS TOP SILL) (RADIUS TOP HEAD ONLY)
SASH STOP SASH STOP COVER FRAME CORNER CONSTRUCTION
FLANGE FRAME JAMB 7 #4026,6063-T6 7 #4053,6063-T6 — 050 ~
1 /
#4004,6063-T6
(USED AS RADIUS TOP HEAD) 1,165 !-•- �
.678
2.328 � 1.098
--{ 1.342 1 ---2,279•----j 062 .9 I GLAZING BEAD,5116"
Aq
#4039$,6063T5
.0625107 .062 1.878SASH SIDE RAIL� 31 #4006,60$3-TS
FIXED MEETING RAIL 23 SASH TOP RAIL 28 SASH BOTTOM RAIL(LOW)
21 #4064A,6063HO-T6 a& #4006C,81 #4007,6063-75 678
I. 050 .060
PlIODUCi•RCVISW
.678 42 GLAZING BEAD,5/16" uswafPtytngtivitnthdFlutf4n
#40448,6063-T5 ltuildafg C°do
2.326 USED W/GRILL KIT) Aca Puweo R°ICo-b I d�
1.098--}*.----.-jT ( Li,Pemt Oats
0824Qy
2.946 ( GLAZING BEAD 7116" i _ _. Miwm ds Product Can tot
3,446 #4222,6063-T6
2.83$ 863 .050
A82 �ttt:trtrtrr
1,097
.676 r�... .•.,...
.050 1— 46 GLAZING BEAD 13/16"IG
I�---2.764 1.115
#4067,6W3-T5
FLANGE FRAME SILL(HIGH) 68 SASH BOTTOM RAIL(HIGH) 45 GLAZING BEAD,7/16'
69 #4051A,6063-TS #985C,6063
#4460A,6063-T6 (USED W/GRILL KIT)
T
t0707ECHNOLOQY OEWE EXTRUSIONS A FRAME CORNER DETAIL
h.VENiCE,FL3M.T8 i..S'i't'�i �..rt•�
--.- ALUM.SINGLE HUNG WINDOW,IMPACT j;1}j`3.3r
A tsx9 ef,r,.aakc "•safe"._ arwe` am.,c`vew,: A.LYNN ALLER,P.E.
NOYCOMlS,fi 34114 t�trt6/y Better
FXtlt+b J J 1113/07 sH oa fl8l/ T a if 4040,21/ F FL P,E.#68705
ANCHOR QUANTITIES FOR STANDARD VIEW AND RADIUS TOP FLANGED WINDOWS TABLE 6. ANCHORAGE NOTES:
1.ANCHOR TYPES: 1-114°ELCO TAPCONS
WINDOW HEIGHT 2-114"ELCO SS4 CRETE-FLEX
SUBSTRATE: 29.855 37.155 1 44,655 52.155 1 69,655 1 67.155 1 74-655 .76.000 3-#12 SCREWS
TYPE.-- a ol a4 a ul 0"' 01 0 0 0 01"D o"o
OIN z z- 0 Z Z
ANCHOR Q z0 -z 0"z)-0z1"!001"zu m z 01_L) 2.ANCHOR LOCATIONS ARE BASED ON THE
z z 0 z z 0-zao
z c)0 C4el N FOLLOWING DIMENSIONS:
0 0 0 0 00
-WINDOW GLASS L) (j cli 0cq 0 0 0 0 0 0 0
WpTI1 TYPE UV
0 L) 01 HEAD-18 112'MAX.FROM TOP CORNERS
JAMBS-17112"MAX FROM TOP CORNERS
-il'� iti i �Ti 15"MAX.FROM BOTTOM CORNERS
19,125 �j-iiri I' 6"MAX.BELOW MTG.RAIL
H,I,J.K,L SILL-ANCHORS NOT REQUIRED
A,B,M
21 i[i -i-f'i 21iW-ilij2 212 1'2 if'i ifi i 1-i-i Fi 2'l'i 2j 2 212 31212121 i INSTALL PER THE ADJACENT TABLE ANCHOR
PSF 79 QUANTITIES USING THE DIMENSIONAL CRITERIA OF
I NOTE 2.
24.000 -11-1 2 -2 2 1-2 21-i 1 3 2- 312 TABLE WIDTH AND HEIGHT DIMENSION ARE FOR
21'i i ,i-ifik-j'j -ri--1-i 41:ij 1-i 12 1-i 31iliri 1 4.
I 1 1, 1 1� FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS
A,B,M -11-1 _2 -i 3 1 i Fifi'2 1"i j 12 'if'2'- 2 1-i 31-2 31 i 21 j I jj'j ARE I-LESS.
21 il 51
PSF 68 77 5.SIZE
EESIN PRESSURE LIMITATIONS:
C,D,E,F,r., 1 1 1 1- 2 1i 2 1ilij I I I Z BLOCKS
0 THE ADJACENT TABLE WITH A
IT, dili-i'if -i 1i 41'i-ili-413
H,I,J,K,L
BOLD ITALICIZED VALUE ABOVE THEM,INDICATE A
32.000 T 41-i I MAXIMUM DESIGN PRESSURE WITH THE QUANTITY
1 1 1 2 1 1 1 1 1 1 OF ANCHORS SHOWN IN BOLD.OTHERWISE,THE
111 ti 4.11 3 4 3 3 T 2 4 1.3 1 MAXIMUM DESIGN
C'
f -IF1 I [i 12'1 i 2-- 323PRESSURE FOIR THE
A,B,M 2
2
2
2
-13- 13
PSF 59 67 79 a4134 3 RESPECTIVE SIZE
C,D,F-,F,G -I 1 1 2 1 1 2 2 2 [il 2 -2 T-1-f-2 2 1 2 AND GLASS TYPE IS
T
jj AVAILABLE.
37,000 -il T I l_i _2fi ijil-i12" 2-13 ilil i, 4 4 3
H,I.J,K.L Ti ir2�� 2fil i 4 i 3" 2] i �
21 1 2 2 1 1 1 2 2 1 2 2 1 2
1 1 1 2 1 1 2 1 F_ %
A,B,M il.i ij.ij _
I I Ili�11 2T2 3--i 2- 2"- '3* -3, 4 ri jj'i 4 f 3-1
PSF 54 79 62 79
C,D,E,F- 2 2 2 1,2 2 1 2 2 2 2 2 2 2 1 2 2 2 2 2 2 2 2 . 2 _2
2 2 -1 i 333343443'1 F.3 4 r
,L IT 3[i 4
40.000 H.IAK I f 212 2 J'i 2 l'i 21 i 212 3 3 'ii-3 2 I*i �fi
T21�2' 2 2 2 2 2 2 2 2 2 2 2 2 2 2
2 2 2 2 2 2 1_ %1.42
A,B,M - TABLE KEY:
1 1 1 1 F1 2 F2 3 3 41 4
PSF_49 79 56 79 - 79 2 2 — MkX PSF
C,D,E,F,G. 2 2 2 2 2 2 2 1 2 2 2. �_2 2 2 2 2 2 2
2 2- i2 . ..... ..-F.--1- 1 (DP LIMITED) 1171 PR,0,0,UCT REVISIED
44.000 111 111 111 2 2 2 5 3]412[3 3 3 4 4 3 3 4 314 4 3 3 4 314 4 3 3 4 HEAD 11 plyllig with go vIvddR
2 2 2 2 �uffdma id
2 2 2 2 2 2 2 2 -Y-F2Q ?_. 2 2 2 2 2 Q
i i i j 2 I.J42 Ij jili
A,B,M I-, F 27 jj-3 4-1 414 i I 14 5 JMA ABOVEj
I F'2 21 i'l 5 i1412131313 41 L
2 2 F2 4
LOW y
61 1 74 79 79 "_,t
PSF 45 74 E
ote �1
MT
2 2 3 2 2 3 2 2 JA"
C.D,E.F, , 2 2 2 2 2 2 2 2 2 2 3 4 MTG.RAIL
4&000 - -2T2 J'i
H,I,J,K,L I F11 2T2 3 3 J'2' 313 .4 414 ji 14 41�13131414 �1� 4f3 'iJ4 1� 413 5 41
2 2 2
3 3 5 4
2
2 2 2 2 2 2 '2 2 2 .2 2 2 3 2 1 2 2 1 2 2 3 ±4 3 2 2
�14
3
_7 2F2 3 3
ABM 1 1 1 1 1 2F2 jj 3 4 (FULL DIP)
HEAD 2
PSF 41 67 46 67 76 79
2
JAMB ABOVE
C,D,E F,G,-2 2 2 2 2 2 _3 2 2 3 3 2 3 3 2 3 3 2 3 3 2 31
- .1.11. lif.i 1414 161". 1'T..� .1,11.1. 11-11--l"', -1.11- kffG.RAI
1'�1 2
'K,L -Ini -ifl-I-ITI1]2-2 -jj'jj-2j-2-3-1-i*i 43 4 4 141 4 L IW
4
53.125 3 5 4 3 5 4 5 5 4 3 5�] JAMB BELOW
-2 3 2 2'. 2 3 3 1 2 2 1 i341.42 3 2 3
1i �� 3
2 141 i.k .6� WG
A,B,M 2 1 2 2 14 4 .RAIL
4
m J-51-iTi-IT, '2� 2=3 3 ij-flil-i 41 414 j Ij �,f 4
K2
ANCHORA
GE SPACING,STANDARD VIEW -,.. .....
1070 IECHNOLOGY DRIVE
• N.VENICE,FL 34275 ';"1'6
ALUM.SINGLE HUNG WINDOW IMPACT -",,I I
P.O.EK?X 1520 ft LYNN MILLER,P.E.
NOKOMIS,FL 04274 vwbly Better =�,. -NrS 9 11 76 4040-20 F FL P.E.#58705
I RK 75=Wt,'1-.
NOTES:
EXTERIOR INTERIOR 1.FOR CONCRETE APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTY
ALL HEAD AND SILL DETAIL ) WOOD ANCHOR APPROVED 114"ELCO TAPCONS OR 1/4"SS4 CRETE-FLEX. MINIMUM DISTANCE FROM
1.3/4"MIN.EDGE (SEE NOTE 2&3) ANCHOR TO CONCRETE EDGE IS 13/4".
CONCRETE ANCHOR 2x WOOD BUCK 2.FOR WOOD APPLICATIONS IN MIAMI-DADE COUNTY,USE#12 STEEL SCREWS(G5)OR
(SEE NOTE 1&3) (SEE NOTE 4) 1°MIN.EDGE 1/4"SS4 CRETE-FLEX.
FL
3.FLAT HEAD ANCHORS,WHERE REQUIRED,MUST HAVE#12 TRIMFIT HEADS,
3.35 KSI MIN, 4.WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE
CONCRETE 1 318"MIN.,114"TAPCON TOTAL THICKNESS IS LESS THAN 1 112". 1x WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE
" •1.314"MIN.,1/4"CRETE-FLEX INSTALLED DIRECTLY TO SOLID CONCRETE OR CMU.WOOD BUCKS DEPICTED AS 2x ARE
OPTIONAL 1x •'
1318 1 1/2"THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE
-WOOD BUCK �� - M+ ENGINEERED.BY_OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION.
(SEE NOTE 4) 5.FOR ATTACHMENT TO ALUMINUM:THE MATERIAL SHALL BE A MINIMUM STRENGTH OF
114" 1/4"
6083-T5 AND A MINIMUM OF 1/8"THICK. THE ALUMINUM STRUCTURAL MEMBER SHALL BE
- - - --
MAX MAX OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT
---- -- - - -_----——--- SHIM —SHOWN.IN THESE DETAILS FOR 2x.WOOD BUCKS._THE ANCHOR SHALL BEA 2 SHEET
DETAIL B SHIM METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM.-IF THESE CRITERIA ARE
DETAIL A MET,THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR TAPCONS
MAY BE USED. A FLANGED FRAME COMPONENT MAY BE SUBSTITUTED FOR AN
INTEGRAL FIN FRAME COMPONENT FOR MULLED APPLICATIONS. FOR INTEGRAL FIN
MULLED APPLICATIONS IT_IS•EXCEPTABLE TO REMOVE_THE.FIN AND ATTACH TO THE
1 114" 13/8' MULL THROUGH THE FRAME USING THE FLANGED FRAME ANCHORAGE REQUIREMENT.
MIN. MIN. 6.ANCHORS ARE NOT REQUIRED AT THE SILL OF FLANGED UNITS.
1/4"MAX.SHIM I I 1/4"MAX.SHIM 7.MATERIALS,INCLUDING BUT NOT LIMITED TO STEEL SCREWS,THAT COME INTO CONTACT
1-314"MIN EDGE O 1"MIN.EDGE WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF FBC CURRENT,
EDITION.
I(ii�l• CONCRETE ANCHOR, I WOOD ANCHOR,
•• FH BELOW MEETING FH BELOW MEETING
•U RAIL(SEE NOTE 1&3) RAIL.(SEE NOTE 2&3)
••` 3.35 KSI MIN.CONCRETE INTERIOR
r.•,, OR 1.5 KSI MIN.CMU (ALL JAMB DETAILS)
EXTERIOR
1x BUCK OPTIONAL WITH SOLID CONCRETE 2x WOOD BUCK R
OR CMU SUBSTRATE(SEE NOTE 4) (SEE NOTE 4) �J
DETAIL C DETAIL D
RCA A 6 >✓ GE
1/4" -► 5/8"MIN.EDGE
2-1/2"EMBEDMENT SHIM 1/4"
O WOOD FRAME MAX. Pko0fJCN19VIS6D
—WOOD FRAME SHIM j mcumplyiugteiihUwFlmWa
p __� 6uild'utg Cudc
618"MIN.EDGE ncoeyinomNol�D'O7i4.0�
.131"DIA.MIN. 111A1111Expin+lion Dote �{
x 2 112"NAIL, UY
131"DIA.MIN 2-1/2"EM FOMENT AT CORNERS
Miutnl Jade Pmdud
x 21/2"NAIL, AND 5"O.C. WOOD FRAME
AT CORNERS.
6EDGE
yytll,ulri�
7 .131"DIA.MIN.
F-Tx 21/2"NAIL, r +'a•''n
X. AT CORNERS < •'';`:f•.i t '':'.,:•
SHIM AND 5"O.C. 2-1/2"EMBEDMENT
DETAIL F,(HEAD) DETAIL E.(JAMB) DETAIL G,(SILL) Io.r,cs1 l'
TYPICAL INTEGRAL FIN ANCHORAGE
er DRY. WVYbnc ,, .,
ANCHORAGE DETAILS ` ''` '' zr,;z,•oi;,•:;::c::'
1070 TECHNOLOGY DRIVE
N.VENICE,FL 34278 �` ". %r'•.-ill/a).•1., �.
P.O.BOX see ALUM.SINGLE HUNG WINDOW,IMPACT
NO.O.BO FL 34z7a Vlstb(y BnteY "'"'""idit ' en.e a*doN. x.e A.LYNN MILR,P.E.
DRY 9!!700 NTS 11 m 11 4040-20 F FL P.E.#68705
F.K.10091106 J.J. 2/23!07
d.
'e