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product Approval Menu>Product or ADlilication Search>Aoolicatio >Application Det
FL# FL243-1119
Application Type Revision
Code Version 2014
Application Status Approved
*Approved by DBPR.Approvals by DBPR shall be reviewed and ratified
by the POC and/or the Commission if necessary.
Comments
Archived
Product Manufacturer PGT Industries
Address/Phone/Email 1070 Techno�loJ rive
r�FL 34275
(941)486-0100 Ext 22318
druark@pgtindustries.com
Authorized Signature Jens Rosowski
jrosowski@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
Category Windows
Subcategory Fixed
Compliance Method ' cation Mark or Listing
Certification Agency Miami-Dade BCCO-CER
Validated By Miami-Dade BCCO-VAL
Referenced Standard and Year(of Standard) Standard Year
TAS 201,202,203 1994
Equivalence of Product Standards
Certified By
Product Approval Method Method 1 Option A
Date Submitted 09/07/2016
Date Validated 09/21/2016
Date Pending FBC Approval
http://www.floridabuilding.org/pr/P _app_dtl.aspx?param=wGEVXQwtDqu3mwFvZ35V... 2/17/2017
Florida Building Code Online,-_ y�, Page 2 of 4
Date Approved 09/25/2016
Summary of Products
FL# Model,Number or Name Description
243.1 CA-640 Fixed(Non-Impact) Aluminum Fixed Window used with Casement/Awning
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL243 R19 C CAC 16-0629.20.pdf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:No 04/11/2018
Design Pressure:N/A Installation Instructions
Other: Please see the Miami-Dade County Notice of FL243 _1I 16_0629.20.
Acceptance(NOA)for product performance information, Verified By: Miami-Dade BCCO-CER
anchorage details,and anchor type,size,and spacing Created by Independent Third Party:
information. Evaluation Reports
Created by Independent Third Party:
243.2 CA-740 Fixed(Large Missile Aluminum Fixed Window used with Casement/Awning
Impact)
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL243 R19 C CAC 16-0629.22.odf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 04/11/2018
Design Pressure:N/A Installation Instructions
Other:Please see the Miami-Dade County Notice of FL243 R19 II 16-0629 22,pdf
Acceptance(NOA)for product performance information, Verified By: Miami-Dade BCCO-CER
anchorage details,and anchor type,size,and spacing Created by Independent Third Party:
information. Evaluation Reports
Created by Independent Third Party:
243.3 PW-220(Non-Impact) Aluminum Fixed Window
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL243,.R1ranc9 C CAC 16,-0505.03.pdf
uality
Approved for use outside HVHZ:Yes QAssue Contract Expiration Date
Impact Resistant: No 08/18/2021
Design Pressure: N/A Installation Instructions
Other:Please see the Miami-Dade County Notice of FL243 R19 II 16-0505_03.odf
Acceptance(NOA)for product performance information, Verified By: Miami-Dade BCCO-CER
anchorage details,and anchor type,size,and spacing Created by Independent Third Party:
information. Evaluation Reports
Created by Independent Third Party:
243.4 PW-520(Large Missile Impact) WinGuard Vinyl Fixed Window
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL243 R19 C CAC 15-0612.13.0f
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 01/08/2019
Design Pressure:N/A Installation Instructions
Other:Please see the Miami-Dade County Notice of FL243 R19 II 15-0612.13 9df
Acceptance(NOA)for product performance information, Verified By: Miami-Dade BCCO-CER
anchorage details,and anchor type,size,and spacing Created by Independent Third Party:
information. Evaluation Reports
Created by Independent Third Party:
243.5 PW-620(Non-Impact) Aluminum Fixed Window
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL243 R19 C CAC 16-0629.13_pdf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:No 02/19/2019
Design Pressure: N/A Installation Instructions
Other: Please see the Miami-Dade County Notice of FL243 R19 II 16-0629.13.odf
Acceptance(NOA)for product performance information, Verified By: Miami-Dade BCCO-CER
anchorage details,and anchor type,size,and spacing Created b Independent Third Party:
information. Ev a ion Repo
/Created by Inde d Party:
243.6 PW-720(Large Missile Impact Aluminum Fixed Window
Limits of Use Ce tion A enc ate
Approved for use in :Yes FL243 Ri CAC_ -0629.14. df
Approved for use outside H s ati y Assurance on a xpir Date
Impact Resistant:Yes :Installation
/19/2019
Design Pressure: N/A InstructionsOther:Please see the Miami-Dade County Notice of 243 R19 II 16-0629.14.odf
Acceptance(NOA)for product performance information, d By: Miami-Dade BCCO-
anchorage details,and anchor type,size,and spacing Created by n epen en ird Party:
information. Evaluation Reports
Created by Independent Third Party:
http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqu3mwFvZ3 5 V... 2/17/2017
Florida Building Code Online.-,, Page 3 of 4
243.7 PW-820(Large Missile Impact) Aluminum Fixed Window
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL243 R19 C CAC 16-0629.14.bdf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 02/19/2019
Design Pressure: N/A Installation Instructions
Other:Please see the Miami-Dade County Notice of FL243 R19 II 16-0629.14.odf
Acceptance(NOA)for product performance information, Verified By: Miami-Dade BCCO-CER
anchorage details,and anchor type,size,and spacing Created by Independent Third Party:
information. Evaluation Reports
Created by Independent Third Party:
243.8 PW-2720(Large Missile Impact) Vinyl Fixed Window
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL243 R19 C CAC 13-1125.04_pdf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 08/11/2020
Design Pressure: N/A Installation Instructions
Other: Please see the Miami-Dade County Notice of FL243 II 13-1125...04.pdf
Acceptance(NOA)for product performance information, Verified By: Miami-Dade BCCO-CER
anchorage details,and anchor type,size,and spacing Created by Independent Third Party:
information. Evaluation Reports
Created by Independent Third Party:
243.9 PW-3020(Large Missile Impact) Architectural Systems Aluminum Fixed Wiindow
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL243 R19 C CAC 15-0609.06 LM.odf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 08/16/2017
Design Pressure: N/A Installation Instructions
Other: Please see the Miami-Dade County Notice of FL243 R19 II 15-0609.06 LM.odf
Acceptance(NOA)for product performance information, Verified By: Miami-Dade BCCO-CER
anchorage details,and anchor type,size,and spacing Created by Independent Third Party:
information. Evaluation Reports
Created by Independent Third Party:
243.10 PW-3020(Small Missile Impact) Architectural Systems Aluminum Fixed Wiindow
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL243 R19 C CAC 15-0609.07 SM.odf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 04/17/2018
Design Pressure:N/A Installation Instructions
Other:Please see the Miami-Dade County Notice of FL243 R19 II 15-0609.-07 SM.odf
Acceptance(NOA)for product performance information, Verified By: Miami-Dade BCCO-CER
anchorage details,and anchor type,size,and spacing Created by Independent Third Party:
information. Evaluation Reports
Created by Independent Third Party:
243.11PW 5420(Non-Impact) Vinyl Fixed Window
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL243 R19 C CAC 16-0629.1l.odf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:No 04/30/2020
Design Pressure:N/A Installation Instructions
Other:Please see the Miami-Dade County Notice of FL243 R19 II 16-0629.11.gdf
Acceptance(NOA)for product performance information, Verified By: Miami-Dade BCCO-CER
anchorage details,and anchor type,size,and spacing Created by Independent Third Party:
information. Evaluation Reports
Created by Independent Third Party:
243.12 PW-5440(Non-Impact) Vinyl Fixed Window used with Casement/Awning
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL243 R19 C CAC 16-0714.20.odf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:No 09/24/2020
Design Pressure:N/A Installation Instructions
Other: Please see the Miami-Dade County Notice of FL243 R19 II 16-0714.20.odf
Acceptance(NOA)for product performance information, Verified By: Miami-Dade BCCO-CER
anchorage details,and anchor type,size,and spacing Created by Independent Third Party:
information. Evaluation Reports
Created by Independent Third Party:
243.13 PW-5520(Large Missile Impact) Vinyl Fixed Window
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL243 R19 C CAC 16-0629.12.odf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 04/30/2020
Design Pressure:N/A Installation Instructions
http://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDqu3mwFvZ35V... 2/17/2017
Florida Building Code OnlinePage 4 of 4
Other:Please see the Miami-Dade County Notice of FL243 R19 II 16-0629.12.Ddf
Acceptance(NOA)for product performance information, Verified By: Miami-Dade BCCO-CER
anchorage details,and anchor type,size,and spacing Created by Independent Third Party:
information. Evaluation Reports
Created by Independent Third Party:
243.14 PW-5540(Large Missile Impact) Vinyl Fixed Window used with Casement/Awning
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL243 R19 C CAC 16-0714.19.odf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 09/24/2020
Design Pressure:N/A Installation Instructions
Other:Please see the Miami-Dade County Notice of FL243.R19 II__16,-0714._19...pdf
Acceptance(NOA)for product performance information, Verified By: Miami-Dade BCCO-CER
anchorage details,and anchor type,size,and spacing Created by Independent Third Party:
information. Evaluation Reports
Created by Independent Third Party:
Baric Next
Contact Us::2601 Blair Stone'Road,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 emaiis 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:
'Credit Card ,
y�y" a�fL
http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqu3mwFvZ3 5 V... 2/17/2017
M IAM I-DADS MIAMI-RADE COUNTY
RIM 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 (NOA) www.miamidade.gov/economy
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 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 esnd has been designed to comply with the Florida Building
Code,including the Hi Velocie.-
DESCRIPTION: Seri 'TW-7D01/720/82011 uminum Fixed Window-L.M.I.
APPROVAL DOCUMEN : -720-820.1,titled"Fixed Window Installation Guidelines",
sheets 1 through 11 of 11,dated 04/12/13,with revision B 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 n expira he Miami-Dade County Product Control
Section.
MISSILE IMPACT RA arge and Small Missile Impact Resistant
LABELING: Each unit shall bear a permane rer'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 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.
This NOA revises NOA#15-0528.26 and consists of this page 1 and evidence pages E-1,E-2 and E-3,as
well as approval document mentioned above.
The submitted documentation was reviewed by Manuel Perez,P.E.
MlAMI•DADE C)UNTY Expiration Dat ebruary 19,2019
NZEMEA";c t
f7/
j fp Approval Date: Aug 6
Page 1
PGT Industries,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
(Submitted under NOA No. 03-1105.01)
2. Drawing No. MD-720-820.1, titled "Fixed Window Installation Guidelines", sheets 1
through 11 of 11, dated 04/12/13, with revision B dated 05/05/16, prepared by
manufacturer,signed and sealed by Anthony Lynn Miller,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,Duraseale spacer system, Super Spacer®NXTTM spacer system and XL
Edg6TM 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 FSC 2411.3.2.1,and TAS 202-94
along with marked-up drawings and installation diagram of an aluminum fixed
window,prepared by Fenestration Testing Laboratory,Inc., Test Report No.
FTL-7212, dated 03/21/13, signed and sealed by Marlin D. Brinson,P.E.
(Submitted under NOA No. 13-0502.03)
3. 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
along with marked-up drawings and installation diagram of an aluminum fixed
window,prepared by Fenestration Testing Laboratory,Inc., Test Reports No.
FTL-3835 and FTL-3850, dated 07/18/03 and 07/31/03 respectively,all signed and
sealed by Joseph C. Chan,P.E.
(Submitted under NOA No. 03-1105.01)
Man el Pe ez,P.E.
Product Co trol aminer
NOA . 6-0629.14
Expiration Date: February 19,2019
Approval Date: August 04,2016
E-1
PGT Industries,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
C. CAMunderpreviousNOANo.-15-0528.26)
1. n calculations and structural analysis, complying with FBC-5o'
ated 05/20/15,prepared by manufacturer, signed and sealed by
iller,P.E.
NOA No.I5-0528.26)
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. 14-0916.10 issued to Kuraray America,Inc.for their
"Kuraray Butacite®PVB Glass Interlayer"dated 04/25/15,expiring on 12/11/16.
2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America,Inc. for their
"Kuraray SentryGlas® (Clear and White) Glass Interlayers"dated 06/25/15,
expiring on 07/04/18.
3. TREMCO Part No. TR-14271E EPDM exterior glazinggasket complying with the
following:
a) ASTM C864 Specification for Dense Elastomeric Compression Seal Gaskets,
Setting Blocks, and Spacers with Option H exceptions.
b) ASTM D412 Standard Test Methods for Vulcanized Rubber and Thermoplastic
Elastomers—Tension of 1600 PSI.
c) ASTM D395B Test Methods for Rubber Property—Compression Set for 22 HRS
158°F.
d) ASTM D 624 Test Method for Tear Strength of Conventional Vulcanized Rubber
and Thermoplastic Elastomers of 143 lb/in.
Manuel Per z,J9.E.
Product Control Wxami6er
NOA No. 160d9.14
Expiration Date: February 19,2019
Approval Date: August 04,2016
E-2
PGT Industries,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
F. STATEMENTS
1. Statement letter of conformance, complying with FBC-511 Edition (2014), dated May
20,2015,issued by manufacturer, signed and sealed by Anthony Lynn Miller,P.E.
(Submitted under previous NOA No. 15-0528.26)
2. Statement letter of no financial interest, dated May 20, 2015, issued by manufacturer,
signed and sealed by Anthony Lynn Miller,P.E.
(Submitted under previous NOA No. 15-0528.26)
3. Laboratory compliance letter for Test Report No. FTL-7212, dated 03/21/13, signed
and sealed by Marlin D.Brinson,P.E.
(Submitted under previous NOA No. 13-0502.03)
4. Laboratory compliance letter for Test Reports No. FTL-3835 and FTL-3850, dated
07/18/03 and 07/31/03 respectively, all signed and sealed by Joseph C. Chan,P.E.
(Submitted under NDA No. 03-1105.01)
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. 15-0528.26,issued to PGT Industries for their Series"PW-
701/720/820"Aluminum Fixed Window—L.M.I."approved on 07/09/15 and expiring
on 02/19/19.
Manuelgner
.E.
Product Contr
NOA No. .14
Expiration Date: February 19,2019
Approval Date: August 04,2016
E-3
STANDARDS USED:
GENERAL NOTES:SERIES 720/820 *2014 FLORIDA BUILDING CODE(FBC),5TH EDITION DESIGN PRESSURE RATING IMPACT RATING
IMPACT-RESISTANT FIXED WINDOW •ASTM E1300-09•ANSI/AF&PA NDS-2012 FOR WOOD CONSTRUCTION VARIES, RATED FOR LARGE 8 SMALL
1)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO -ALUMINUM DESIGN MANUAL,ADM-2010 SEE SHEETS 2-5 MISSILE IMPACT RESISTANCE
COMPLY WITH THE REQUIREMENTS OF THE FLORIDA •AISIS100-07/S2-2010
BUILDING CODE,INCLUDING THE HIGH VELOCITY 48`TIP -
HURRICANE ZONE(HVHZ). BUCK WIDTH 48"BUCK WIDTH 48"BUCK WIDTH
44.1/4"VISIBLE 45-1/4'VISIBLE L 45-114'VISIBLE PRODUCT REVISED
2)SHUTTERS ARE NOT REQUIRED WHEN USED IN LIGHT WIDTH LIGHT WIDTH LIGHT WIDTH m complying with WoFlori&r
WIND-BORNE DEBRIS REGIONS.FOR INSULATED GLASS _ Building'woe
INSTALLATIONS ABOVE 30'IN THE HVHZ,THE OUTBOARD �'I fi' D,SHEET 7 6"MAX. F,SHEET 8 2'MAX. Aoaptea� I6' Zcl
LITE(CAP)MUST TEMPERED. B,SHEET H SHEET FxpirotianAlzm-
3)FOR MASONRY APPLICATIONS IN D COUNTY, i I I flv
USE ONLY MIAMI-0ADE COUNTY APPROVED MASONRY Miami �hsci'
ANCHORS.MATERIALS USED FOR ANCHOR EVALUATIONS i A C I C E,SHEET 8 I E,SHEET 8
WERE SOUTHERN PINE,ASTM C90 CONCRETE MASONRY 9" SHEET 7 G,SHEET 9 G, HEEL`9
UNITS AND CONCRETE WITH MIN.KSI PER ANCHOR TYPE. SHE TB SHEET BU K SHEET7 96,
4)ALL WOOD BUCKS LESS THAN 1-112'THICK ARE TO BE I EI HT I —I BUCK _ _ _ _ m ~
CONSIDERED IX INSTALLATIONS.IX WOOD BUCKS ARE —f--- 1 r------- HEIGHT WITHS/PACER &MOVED
OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. I 92-114' I 93•BL a WITH SPACERS&MOVED F�`_ _:'
WOOD BUCKS DEPICTED AS 2X ARE 1-112"THICK OR 12' i VISIBLE 12'MAX. i 93-1/4• i VISIBLE
GREATER.1X AND 2X BUCKS(WHEN USED)SHALL BE O.C. LIGHT O.C. VISIBLE 5"MAX
LIGHT
HEIGHT LIGHT O.C. HEIGHT
DESIGNED TO PROPERLY TRANSFER LOADS TO THE }T
96,
STRUCTURE.WOOD BUCK DESIGN AND INSTALLATION IS I / 96" I I / HEIGHT / BUCK Y m
THE RESPONSIBILITYOF THE ENGINEER,(EOR)OR
TIP-TO a 1n •naa
ARCHITECT OF RECORD,(AOR). I TIP I I HEIGHT 0
HEIGHT p a' O o
5)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE I I I } alop O N
BEYOND WALL DRESSING OR STUCCO.USE ANCHORS OF 1
SUFFICIENT EMBEDMENT.NARROW JOINT SEALANT IS USED 1 O N rn - O
ON ALL FOUR CORNERS OF THE FRAME.INSTALLATION
I I I I [ I I, i .J cpi o W n
ANCHORS SHOULD BE SEALED.OVERALL I F,SHEET 8 Z u- U)LL w W umo�0
SEALINGIFLASHING STRATEGY FOR WATER RESISTANCE OF 6" L_. B 2"M .O.C. 6` �D�I f'� 12°MAX.D.C. TT 2 W r
INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND MAX. SHEETS Fr MAX. SHEET 7 2"MAX. J H,SHEET 9 U U X 0 a Q
THE SCOPE OF THESE INSTRUCTIONS. 5"MAX.O.C. w Z O co Z 'oN
8)MAX.1/4'SHIMS ARE REQUIRED AT EACH ANCHOR TYP.FLANGED FRA TYP.EQUAL-LEG FRAME TYP.FIN FRAME ELEVATION > O O v Z O
LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE LEVATION TEST E NIT ELEVATION(TESTED UNIT) (TESTED UNIT) z aZ O
LL
SUBSTRATE.USE SHIMS CAPABLE OF TRANSFERRING v Q O
APPLIED LOADS.WOOD BUCKS,BY OTHERS.MUST BE >
SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED ON FIGURE 1: J W
THEM BY THE WINDOW. 12'O.C. SHAPES AS SHOWN BELOW OR SIMILAR,MAY BE USED BY INSCRIBING THE SHAPE IN A BLOCK ¢ J
GUIDE TO SHEETS: MAX. AND OBTAINING DESIGN PRESSURES FOR THAT BLOCK SIZE FROM THE TABLES ON SHEETS 25. m t~q 4'I 7aaVS
7)DESIGN PRESSURES: GENERAL NOTES........................1 ANCHOR SPACING TO BE 6'MAX.FROM CORNERS AND 12'O.C.MAX.FOR ALL CURVED FRAME ® m Z In
A.NEGATIVE DESIGN LOADS BASED ON STRUCTURAUCYCLE ELEVATIONS................................1 MEMBERS,SEE FIGURE 1,THIS SHEEP.
TEST PRESSURE,FRAME ANALYSIS AND GLASS PER ASTM GLAZING DETAILS.......................2-5 o O O~ Z
E1300. DESIGN PRESSURES..................2-5 12"O.C. WIDTH---I Imo-_WIDTH---I WIDTH—•{ )-'-WIDTH +•{ G Z J along
B.POSITIVE DESIGN LOADS BASED ON WATER TEST INSTALLATION,FLANGE.............6 MAX. / r---- --- , r -I r --1
PRESSURE,STRUCTURAU CYCLE TEST PRESSURE,FRAME INSTALLATION,EQUAL-LEG.......7 T T T T Ir �
ANALYSIS AND GLASS PER ASTM E1300. INSTALLATION,INT.FIN A..........8 I / ~a'. p W'
INSTALLATION,INT.FIN B...........9 '7`fC / c� �� �' c2 o v W Z
8)THE ANCHORAGE METHODS SHOWN HAVE BEEN CORNER ASSEMBLY...................10 w_ w w w X W
DESIGNED TO RESIST THE WINDLOADS CORRESPONDING EXTRUSION PROFILES................11 6° _1
TO THE REQUIRED DESIGN PRESSURE.THE 33-1/3%STRESS PARTS LIST...................................11 MAX' 1 1.L J L L- J a1I1 -ma cauas
INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS
PRODUCT.THE 1.6 LOAD DURATION FACTOR WAS USED FOR TABLE 1: I _—WIDTH �•I f-�WIDTH-�{ Imo-WIDTH�••I 'r•�, WIDTH-^� \\\ I iIr
THE EVALUATION OF ANCHORS INTO WOOD.ANCHORS THAT - - -1 t- 1
COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS
Type Description Sheet T
SHALL MEET THE REQUIREMENTS OF THE FLORIDA # u c7 �' '•
BUILDING CODE FOR CORROSION RESISTANCE. 1 7/16"La 6'An-.090'PVB-3116'HS 2 w 0 Eiw - 'v0•sd>OS
ifi"HS-.090"PVB-3116'HS 2 = _ _11 =1 . _
9)REFERENCES:TEST REPORTS FTL-3835,3850&7212; 3 1.1116'Lami.IG(3/16'T-7/16'Air-3116"An-.090'PVB-3/16'HS 3 1 1 _ i L- -J 1 L J ZJ � ;
ELCO ULTRACON NON,ELCO CREfEFLEX NOA;ANSI/AF&PA 4 1-1116•Lami.IG 3118'T-7116"Air-'3116'HS-.090"PVB-31161 HS 3 � 1 Nis
'-
NDS FOR WOOD CONSTRUCTION AND ALUMINUM DESIGN 5 7/16'Lami 118°An-.090'SG-3116'An 4 IrWIDTH �{ I� WIDTH�{ WIDTH-moi �-WIDTH-�•{ "Q �1
MANUAL. -- --- - '.-^� S7ATF OF
6 7116"Lami 3116"HS-.090"SG-3116'HS a TI-- -1 Tr--- T�- , T�--- ';�;� •'�,;ORIDA,,.•'• �`. '`
10)THE 720 SERIES USESAPVB INTERLAYER,THE 820 .7 1-1/16'Laml.IG 3116"T-.7116'Air-3/16"An-.090'SG-3116'An 5 _ �i�c�� •••... G\"
SERIES USES AN SG INTERLAYER.THE 720 AND 820 SERIES 8 1-1116'Lami.10 3116`T-7/18'Air-3116'HS-.090'SO-3/16'HS 5t_ c5
MAY ALSO BE REFERRED AS THE 701 SERIES. "SG"-'KURARAY SENTRYGLAS INTERLAYER•BY KURARAY AMERICA,INC. w l� w w w
'PVB-="KURARAY BUTACITO PVB INTERLAYER'BY KURARAY AMERICA,INC. 1 11 1 Z_all 1 A LYNN MILLER,P.E.
1 P.E.#58705
TABLE 2:
Window Design Pressure(+h,psf)for Glass Type 1
Long Side(in) 7/1 LAMINATED
87.718 72 76 60 84 88 92 96 100 104 109-112 GLASS STACK
30 +1A0 +1-80 +1-80 +1.80 +/AO +1.80 +1-80 +1.80 +/•8D +IAO +IAO
32 +1A0 +IAO +IAO +IAO +1A0 +/-80 +1A0 +IAO +1-60 +/AO +IAO .090" INTE LAYER
34 480 +1-80 +IAO +fAO +1A0 +1.80 +1-80 +1A0 +1A0 +/-79.8 +1-79.4
36 +1A0 +1-80 .1-80 +IAO +/AO +/-BO +1.79.7 +1-77.2 +1-75.1 +f-73.4 +1-72.2 6"HEAT ST ENGTHENED GLASS
36 +1A0 +IAO +/.80 +IAO +IAO +1-78.1 +/-75.2 +/-725 +170.3 +1-68.5 +l-65.3 3l 6"A EALED GLASS PS ,.pjyh*withODUCT REVISED
40 +1A0 +1A0 +1-80 +1-79.8 +/-77.2 +1-74.3 +1.71.3 +1-87.9 +155.1 +/-63.4 +1-61.8 B ilding ietgwithdll•Fioridn
4 11 Buildita=14
42 +IAO +1A0 +I$0 +1-77.4 +1•74.3 *I-71.3 +/58.2 r1-64.7 +151.6 +159.8 +1-58.2 AomplanM No i Q. '�
44 +1-80 +1-80 +I-78.9 +1-75.4 +1-721 +ISfl9 +I-65.6 +1522 +1-59.7 +15/.5 USEDATC VED imuon Dace
S 46 +IAD +1-80 +1-77.2 1 +1-73.6 +1.70.1 +f-68.8 +153.5 460.3 1 +157.7 FRAME MEMBERS N1 29 5/8'
48 +fAO +/-79.3 +1.75.6 +1.71.9 +158.3 +154.9 +151.5 +f-58.2 Q 11-718"O.0 MAX �- LONG SIDE By
e 50 +IAD +1-77.5 +1.74.1 +1.70.3 +f-66.7 +/-63.1 +1-59.7 1-3 SS BITE
-}- Mim a Pro&-t Con
R 52 +1-79.1 +1-75.6 +I-724 *158.8 +/55.1 +/-61.5 !
54 +1-77.4 +1.73.8 +/•70.5 +1.67.3 +1-63.5 E R S DET a
58 +1-758 +1-72 +158.6 +1-65.3 a -v
20 13
58 +1-74.2 +7.70.3 +1-66.8
60 +1-727 +1-68.7 +155 _
62 +1-71.z +r-6/.1 GLASS TYPE 1
64 +159.7 +1-m.5 >
86 +!-6fl3 LONG SIDE -� �
6T-718 +157
NOTES: SHORT W co Y m
1)BUCK DIMENSIONS SHOWN.FOR FLANGED WINDOWS,SUBTRACT 1"FROM THE TIP-TO-TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. SIDE 5 .1e8
2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. IX 0
3)FOR ARCHITECTURAL WINDOWS,FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. p a' O
W ro
C.9 cv TABLE DIMENSIONS MAYBE co m W N
ORIENTED VERTICALLY OR C)_j N-j o Z �D ?
HORIZONTALLY AS SHOWN, Z U- LOLL co
U V X oo 0
TABLE 3: F"WZ m O (=-7 0
Window Design Pressure(+h,psf)forGlass Type 3 p p O
Long Side(In) P� Z D.Z
67-718 1 72 76 80 84 88 92 96 100 104 109-112 1-1/16"NOM. ~ J O
GLASS STACK
,LAMINATED
30 +IAO +IAO +IAO +l$0 +IAO +1A0 +IAO +IAO +IAO +1A0 alAO J Q N
32 +IAO +IAO +IAO +IAO +IAO +1A0 +IAO +IAO +1-80 +/AO +/AO GLASS STACK Q
34 +IAO +IAO 480 +1A0 +150 +IAO +1.80 +1A0 +I-80 +/AO +IAO 3116"HEAT - I SHORT W
36 +1-80 +1A0 +1-80 +1-80 +150 +1A0 .1-60 +1-80 +IAO +1A0 +fAO STRENGTHENED GLASS SIDE ® rn Z It
38 +IAO +1-60 +1A0 +1A0 +fAO +IAD +1a +1A0 +/.79.4 +1-76.4 +1-74.3 3/16°ANNEALED GLASS--- 6) H
40 +1-80 480. +/AO +1A0 +1.80 +1A0 ..80 +1-787 +1-73.5 +1.70.9 +/-69 "AIRS PAC .090"PVB � = O 1n Z
42 +1-80 +1A0 +1A0 +1-80 +150 +1_80 +1-77 +/-731 +159.6 +158.9 +1-85.2
LU
INTERLAYER ¢ 0 °10>S
44 +IAO +1-60 +/A0 +1A0 +150 +1-778 +1.74.1 +/•70.3 +157.5 +153.9
'6 46 +IAO +1A0 +IAO 1 +1A0 +/-79.2 1 +1.75.4 +1.71.7 +/-68.1 I +155.1 I LONG Z ^
$ 48 +/-80 +1-80 +/A0 -1-80 +1.77.2 -1-73L3 +159.5 +/-65BI USED AT CU D TPT SIDE w
r 50 +/-80 +/A0 +1A0 +1.79.4 +1-75.3 +1-71.3 +1-67.5 FRAME MEMB ONLY 29 8" u WW, ,
N 52 +1A0 .1-80 +/-80 +1.77.7 H-73.5 +159.5 @11 O.C.MAX. GLAS ITE I �+-
54 +IAO +/AO +1-79.6 +I-78 a1-71.8 13 .-IIjL LL m
56 +1A0 +1A0 +1-77.5 N-73.8 x171 'asap squaS
58 +1-80 +1-79.4 +1.75.4 EXTERIOR ,
80 +IAO +/-T7.6 +1.73.5
62 -/-SO +1-75.8 7S7 21 13 SHORT ,
64 +1-78L8 +1.74 SIDE
66 +1-77.2 GLASS TYPE 3
87.718 +/-74.9
NOTES: _ - `�
1)BUCK DIMENSIONS SHOWN.FOR FLANGED WINDOWS,SUBTRACT 1"FROM THE TIP-TO-TIP DIMENSION TO DETERMINE THE BUCK DIMENSION.
2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION.
3)FOR ARCHITECTURAL WINDOWS,FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN.
A.LYNN MILLER,P.E.
P.E.#58705
TABLE 4:
Window Design Pressure(+/-,pso for Glass Types 2&4
Long Side(m
8 1 72 76 80 84 88 92 96 100 1 104 109-112 112 116 1 120 124 128 132 138 140 144 -
30 +1$0 N +1$0 +1$0 +1$0 +1$0 +1$0 +1$0 +1$0 +1$0 1 +I$0 +1$0 +1$0 +1$0 +I-80 -+!$0 +/-80 +1-80 +1-80 +1-8D +1.80
+1$0 +1$0 +l$0 +1$0 +l$0 +1$0 +/-80 +1$0 1 +1$0 +1$0- +1$0 +1$0 +1-80 +1.80 +/-80 +/-80 +/-60 +1-80
34 +1$0 +1$0 +1$0 +1.80 +1$0 +1$0 +/$0 +1$0 +1$0 1 +1$0 +/-80 +1-80 +1$0 +1-80 +1$0 +/-80 +/-80 PRODUCT REVISED
36 +1$0 +1$0 +1$0 +1$0 +1$0 +1$0 H$0 +1$0 +1$0 1 +1$0 +1$0 +1-80 +l$0 +1$0 +1$0 +1$0 as complying Mth dro Fimidn
38 +1$0 +1$0 +1$0 +1$0 +/-BO +/$0 +1$0 +1$0 +1$0 +1$0 +/$0 +1$0 +1-80 +1-80 Balding Code "
40 +1$0 +I$0 H$0 +1$0 +1-80 +1$0 +1$0 +1$0 !1-80 +1$0 +1$0 +1$0 nocePtOncal'o�' (4
42 +/$0 +1$0 +I$0 +1$0 +1$0 +1$0 +1$0 +1$0 +1$0 +1$0 +1$0 pfa1on `1
44 +1$0 +1$0 +1$0 1 +1$0 +l$0 +1.80 +/$0 +1$0 +1.80 +1$0
46 +1$0 +1$0 +1$0 +l$0 +1$0 +1$0 1 +1$0 +1$0 +I$0 B
Y
lvfiami x}g •4 Co-'?t(d
48 +1-80 +/$0 +1$0 +1$0 +/$0 +1$0 +1$0 +/-80
w 50 +1-80 +l$0 +1$D +1-80 +/-80 +1-80 +1$0
r
g 52 +l$0 +f$0 +I.80 +1$0 +1$0 +/-79,1
m 54 +1.80 +1$0 +1.80 +1-80 +/-78.6
56 +1$0 +l$0 +1$0 +1.79.1 m
58 +1$0 0$0 +1.80
60 +1$0 N$0 +1.79.3 o
4
62 N$0 +l$0
04 +1$0 +l$0
66 +1$0 M_ Y W
67-718 +1$0
NOTES: j a •nab
1)BUCK DIMENSIONS SHOWN.FOR FLANGED WINDOWS,SUBTRACT 1"FROM THE TIP-TO-TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. ,–
2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. n 'd a o0 0) N
3)FOR ARCHITECTURAL WINDOWS,FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FR WITHIN.
n 04
O� LU
N o
OJ 0)-jo Z B
Z LL U W m J ux°J0 ❑
T
W
x S2
U(Wj 1(_ o ❑
W 0 2 cO
1-1116'NOM. TABLE DIMENSIONS MAYBE o) Co 0 (5 Ohio
14
GLASS STACK ORIENTED VERTICALLY OR .O 'a Z fV
7116-LAMINATED
�— GLASS STACK D HORIZONTALLY AS SHOWN. Z n-Z W W
GLASS STACK Q J O
.090°PVB INTERLAYER 3116'TEMPERED GLASS 3/16'HEAT STRENGTHENED GLASS
SIDE
3/18"HEAT 3116'HEAT STRENGTHENED GLASS LONG SIDE Q
"HEAT STRENGTHENED GLASS STRENGTHENED GLASS 7/16"AIR SPACE—_, ,090'PVB INTERLAYER ® z It 7eay5
11 SHORT
4 11 5 SIDE O LU Z
LU
_ USED AT CURVED _I SHORT
FRA E MEMBERS ONLY SED AT CURVED ++ TI
29 Sl8" FRAME MEMBERS ONLY 29 518' J_ SIDE O n- 0 0
11-7/8"O.C.MAX. GLASS BITE GLASS BRE Z '-1
Q 11-718"O.C.MAX. F
1-g 1JW Fn
EXTERIOR
EXTERIOR �— LONG SIDE —y
—>C p
Y0 19 7s7s 21 13 T— a011 nso0 saua
GLASS TYPE 2 GLASS TYPE 4 SHORT Gr LONG
SIDE SIDE
SHORT
SIDE
A.LYNN MILLER,P.E.
P.E.058705
TABLE 5:
Window Design Pressure(+l.,psi)for Glass Type 5
Long Side(in) 7/16"LAMINATED
67-718 72 76 80 84 86 92 96 100 104 109-112 GLASS STACK
30 +901-125.4 +901-120 +901.115.5 +90'-111.5 +901-108.5 +901-106 +901-104.5 +901-103.5 +901-1025 +90/-100.7 +901-97.9 ,090"SG INTERLAYER
32 +901-116.9 +90'-110.8 +901-105.3 r901-101.6 +901-907 +901-95.7 +901-92.3 +901-90.6 +901-90.3 +1-89.9 +1-89
34 +901-108.9 +901-103 +901.98.8 +9d-95.1 +901-91.8 +/-8a2 +/-84.4 +/-81.5 +1$0.1 +/-79.8 +/-79.4 3116'ANNEALED GLASS
36 +901-102.6 +901.97.1 +901-928 +1.88.9 +1-85.5 +1$26 +/-79.7 +/-77.2 +1-75.1 +1-73.4 +/-72.2 3/16"ANNEALED GLASS PRODUCT REVISED
38 +901-98.4 +90'-92.2 +1-86.7 +1-03.2 +1$0.7 +1.761 +/-75:2 +1.725 +1.70.3 +1-68.5 +1.66.3 as comet ing with tiro Florida
40 +901-94.6 +1-88.2 +1.826 +/-79.8 +/•77.2 +/-74.3 +/-71.3 +/-87.9 +1$5.1 +1-63.4 +1-61.8 4 11 Building Code
42 +901.91.3 -/-84.7 +1.80.7 +1-T7.4' +1-74.3 +/.71.3 +/-88.2 +1-64.7 +1$1.6 +159.8 +1_58.2 USED AT CURVED Acceptance
44 +1$8.3 +1$2.4 +1-78.9 +1.75.4 +/-72.1 +1.869 +/55.6 +1.622 +159.7 +157.5 FRAME MEMBERS ONLY 29 516" r�linn Hare
46 +/•85.4 +1430.8 +1-77.2 +1.73.6 +/-70.1 +1-66.8 +/-83.5 +/-80.3 +/57.7 ®11-7/8"O.C.MAX GLASS BITE I•r- LONG SIDE By
v 48 +/-827 +/•79.3 +/_75.6 +/•71,9 +1-88.3 +1.64.9 +151.5 +/58.2 Miami a Probst
to 50 +1$0.9 +1-77.5 +1-74.1 +/-70.3 +/-66.7 +/-831 +159.7 1-3 T_
e
52 +1.791 +1.75.8 +1-72.4 +148.8 +1.65.1 +1.81:5
54 +1.77.4 +I-73.8 +/-70.5 +1-67.3 +1-63.5 EXTERIOR SHORT
56 -/-75.8 +1-72 +I-W.8 +1-65.3 (� 20 13 SIDE z -.4�
58 +1.74.2 +1.70.3 +1.86.8 v' m
60 +1.727 +158.7 +1.85 GLASS TYPE 5 '��
62 +1-71.2 +1-67.1
U
64 +1$97 +155.5
66 +1$63 �►= LONG SIDE -� C
67-718 +/-87
cS [0
BUCK DIMENSIONS SHOWN.FOR FLANGED WINDOWS,SUBTRACT 1"FROM THE TIP-TO-TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. SHORT ,l/ a U) .gab
2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. SIDE
3)FOR ARCHITECTURAL WINDOWS,FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. p m o
4)THIS SHEET APPLIES ONLY TO FLANGE AND EQUAL-LEG WINDOWS.DO NOT USE WITH FIN-FRAMED WINDOWS. }n v .3.0 O No
(D ciN
TABLE DIMENSIONS MAYBE m ce)- W N
ORIENTED VERTICALLY OR Oonn CD z 4g
HORIZONTALLY AS SHOWN. Z tl CtJi coo W uMo,O
UU XD w O
TABLE 6: LJU F-W m 0 (5 0M0
Window Design Pressure(+/,psi)forGlass Type 7 d Q> p 0 ZZIS
- Lmg Side(In)
> z d Z U) LL
67.718 72 76 80 84 88 92 96 100 104 109-1/2 1-1116"NOM. v F- W O
30 +901-130 +901-130 +904130 +901.125 +901.122.6 +90/-119.8 +901-1161 +901-117 +90f.115.8 +901.1127 +90'-109.9 GLASS STACK 7116"LAMINATED J Q a
32 +901-130 +0-1251 +901-118.9 +90/-114.8 +901-111.5 +901.108.1 +901-104.3 +901.1024 +901-102 +9DI.101.4 +901.99.7 GLASS STACK Q F-
34 +901-123.1 +901-1164 +901.111.7 +9Ud-107.5 +901.103.8 +901.99.7 +901.95.3 +901-921 +901-90.5 +1.90 +/-89.6 _I SHORT m CO W 7aa45
38 +901-116 +90'-1098 +901-104:8 +80,.100.5 +901.968 +901.93.3 +1-90 +1-87.3 +/-84.9 *1$2.3 +l-81.2 3116'TEMPERED GLASS 3/16'ANNEALED GLASS '1 SIDE ® m Z W
38 +901-111.2 +90'•104.2 +901-97.9 +901-94 +901.91.1 +1-862 +1$4.9 +1$1.9 +1.79.4 +/-76.4 +1-74.3 3116"ANNEALED GLASS �c' to F-
40 +901-108,9 +911-99.6 +901934 +90'-90.1 +1.87.2 +1-84 +/.80.5 +1-767 +I-73.5 +1-70.9 +1.69 7116"AIR SPACE .090'SG INTERLAYER Z
42 +901.103.2 +90'-95.7 +901.91.2 +1$7.4 +l$4 +!•80.8 +/-77 +1.73.1 *1.89.8 +/-86.9 +/-85,2 a 0 alo�5
44 +901-99.7 +90'-93.1 +1$9.1 +1-65.2 +/-81.4 +I-T7.8 +/-74.1 +1-70.3 +1.67,5 +1-63.9 1 i LL Z (.
46 +901-96.5 +90-91.3 +1.87.2 -/•83.2 +1.79.2 -/-75.4 +1.71.7 +1-6&1 +1$5.1 5 O Z oo
m 48 +901-93.5 +/-89.6 +1.85.4 -/-81.2 +1.77.2 -/-73.3 +1-69.5 +1-65.8 LONG O ;
N USED AT CURVED SIDE w
r 50 +901.91.4 +1-87.8 +f-83.7 *l-79.4 +1.75.3 +l-71.3 */-87.5 W �'dW e
Q 52 -/-894 +/-85.5 +1.81.8 -/-77] +1-73.5 +/-69.5 FRAME MEMBERS ONLY 29 SS U XW
to 54 +/-8Z5 +1.83.4 +1.79.8 +1.78 +1-71.8 - @ 11-718'O.C.MAX. GLASS BITE tip
56 +1-85.6 +/-81.4 +1-77.5 +/-73.8 13 a171 saya5
58 +/-838 +1-79.4 +I-75.4 ..
60 +1.821 +1.77.6 +1.73.5 EXTERIOR
62 +I-80.4 +/-75.8 1 1 Sze 21 13 SHORT
64 +/-78.8 +1-74 SIDE ,
813 +r-T7.z GLASS TYPE 7
67.7/8 +1.74.9
NOTES:
1)BUCK DIMENSIONS SHOWN.FOR FLANGED WINDOWS,SUBTRACT 1"FROM THE TIP-TO-TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. '
2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. - �t
3)FOR ARCHITECTURAL WINDOWS,FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. Y!
4)THIS SHEET APPLIES ONLY TO FLANGE AND EQUAL-LEG WINDOWS.DO NOT USE WITH FIN-FRAMED WINDOWS. -
A.LYNN MILLER,P.E.
REN58705
y y
TABLE 7:
Window Design Pressure(+I-,psQ for Glass Types 6&8
Long Sidi in
67-7/8 1 72 76 80 84 Be 92 98 100 104 109.112 112 116 120 124 128 132 136 140 144
30 +901-130 +901-130 +901.130 +90I-130 +901-130 +901-130 +901-130 +901-130 +90/•130 +901.130 +901.130 +901.130 +90/-130 +901-130 +901-130 +901-130 +901-130 +901-130 +901-130 +901-130
32 +901-130 +901-130 +901.130 +901-130 +901-130 +901-130 +901-130 +901.130 +901-130 +901-130 +901.130 +901.130 +901-130 +901-130 +901.130 +901-130 +901-130 +901-130 +901-130
34 +901-130 +901-130 +901-130 +901-130 +90/-130 +901.130 +901-130 +901.130 +901-130 +901-130 +901-130 +901-130 +901-130 +901.130 +901430 +901.130 +901-130 PRODUCT REVISED
36 +901-130 +901-130 +901-130 +901-130 +901-130 +901-130 7M130 +901.130 +901.130 +901-130 +901-130 +901-130 +901-130 +901.130 +901-130 +901.130 aa°amP1>ing with the Florida
38 +901-130 +901.130 +901.130 +90/-130 +901-13D +901-13D +901-130 +901.130 +901-130 +901,130 +901-130 +901-130 +901.129.2 +901-127.3 Building Code ,(P,d(p24rd�Q-
40 +906130 +90/-130 +901.130 +901.130 +901.130 +901-130 +901-130 +901-130 +90/-130 +9111.126.8 +901-123.2 +901.122 Aarptmlce tb 1A
42 +901.130 +901.130 +901.130 +90/•130 +901-130 +901.130 +901-130 +9d-129.3 +90'-123.2 +90'•119.7 +901-116.4 'ration Date 1
44 +901-130 +901.130 +901-130 +901.130 +901-130 :+901-130 +901-130 +9d-124.5 +90'-119.4 +90/-115 BY
'£ 46 +901-130 +901-130 +901-130 +901.130 +901-130 +901-130 +90.126.9 +901-120.5 +90'-115.3 Miami pude PraducCCn
in 48 +901-130 +901-130 +901-130 +901-130 +901-130 +90'•129.7 +901-123 +90'-116.5
r 50 +901-130 +901-130 +901-130 +901-130 +901.130 +90-126.2+89.41-119. a
f 52 +901.130 +901-130 +901-130 +901-130 +901.130 +88.81-123
Q) 54 +901-130 +901-130 +901.130 +901-130 +88.81-127.1
Be +901-130 +901.130 +901-130 +89.41.129
58 +901-130 +901.130 +901-130
z`
60 +901-130 +901.130 +69.6(-129.
62 +901.130 +901-130
a
84 +901-130 +901-130
66 +901.130 m Y m
67.7/8 1 +901-130 1 1 W to .7Da
NOTES: ?
1)BUCK DIMENSIONS SHOWN.FOR FLANGED WINDOWS,SUBTRACT V FROM THE TIP-TO-TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. xc'•
2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXTAVAILABLE SHORT OR LONG DIMENSION. 0 c() CD
3)FOR ARCHITECTURAL WINDOWS,FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. N n e1o0 K �
4)THIS SHEET APPLIES ONLY TO FLANGE AND EQUAL-LEG WINDOWS.DO NOT USE WITH FIN-FRAMED WINDOWS. O M W -, N
O Ir
J 0) o Z D
z LL 'LL S zi 1/MDIQ
W r N r W
WU O 2 co 7 'DN
Z
TABLE DIMENSIONS MAY BE o W m O 0 sh10
ORIENTED VERTICALLY OR c D O d• Z a r
1-1/16°NOM. HORIZONTALLY AS SHOWN. r Z a Z 0 W IL
7116•LAMINATED GLASS STACK g m O
�J 7/16'LAMINATED LONG
GLASS STACK I GLASS STACK SIDE Q Fa-
.090"SG INTERLAYER 3116•TEMPERED GLASS 3/16'HEAT STRENGTHENED GLASS �- LONG SIDE F-
3/16'HEAT 3/16'HEAT STRENGTHENED GLASS ® b"i Z W 1DDN$
STRENGTHENED GLASS 7116'AIR SPACE .090'SG INTERLAYER Z
3116'HEAT STRENGTHENED GLASS _ SHORT ' O
SIDE �v W
4 11 11 SHORT I-- LL Z a
5 SIDE t� _
USED AT CURVED O � Z
USEDATCURVED F ^�
FRAME MEMBERS ONLY 29 5/8• 5/B' o= O CD
FRAME MEMBERS ONLY 29 w
®11-718"O.C.MAX. GLASS BITE GLASS BITE v W U-) '
@ 11-7/8'O.C.MAX. �( W
1-3 1-3 F~ LONG SIDE �i LL.
B11f 'DSBD
EXTERIOR EXTERIOR
20 13 spa 21 13 SHORT LONG
SIDE >�" SIDE ,
GLASS TYPE 6 GLASS TYPE 8
SHORT
SIDE
A.LYNN MILLER,P.E.
P.E.#58705
fr
Y
2X WOOD BUCKSTRIP
EDGEOR FRAMING,SEE INSTALLATION INSTALLATION EMBEDMENT
DISTANCE NOTE 2,THIS SHEET TYPE C TYPE B
INSTALLATION EMBEDMENT 1X WOOD BUCKSTRIP, o
TYPE A 114"MAX SEE NOTE 2,THIS SHEET •°
0 EMBEDMENT T SHIM
II TYP.ANCHOR TYPE,EMBEDMENT AND com
kA EDGE mUCTREVISED .
EDGE DISTANCE PER SUBSTRATE, DISTANCE as PRODREVISED with the Florida
DISEDGETANCE 8 SEE TABLE 8,THIS SHEET gut) COQ W40 (0%1
Acct tnnoo Wo
114"MAX 'Tai m Dme
1 SHIM 1 BY
Miam'Delle Pro4rre Can
4 TYP.ANCHOR TYPE. ..
EMBEDMENT AND EDGE °•
DISTANCE PER SUBSTRATE, _
11 SEE TABLE 8.THIS SHEET
USED AT CURVED 11 .• m
29 EXTERIOR
FRAME MEMBERS ONLY
@11-7/8'O.C.MAX. 4
CPER ANCHOR �� t1
PER ANCHOR VISIBLE LIGHT WIDTH
REQUIREMENT WINDOW BUCK WIDTH-2-3/4"
WINDOW BUCK WIDTH CONCRETE/CMU m Y m
WINDOW TIP-TO-TIP WINDOW WIDTH - PER ANCHOR > a (0 •nab
EXTERIOR
BUCK REQUIREMENT r
HEIGHT 1/4'MAXSHIM HORIZONTAL SECTION A-A ^ a,; o N
TIP-TO-TIP O t,�j a m n
WINDOW #12 STEEL p—I N o Z B 1;
HEIGHT VISIBLE SELF-DRILLING SMS z W Ci W C z ---,a ❑
LIGHT (GS),SEE TABLE 8, TABLE 8: =LL W
HEIGHT= THIS SHEET Min.Edge T12"
LU U X 00
WINDOW Anchor Substrate Min.Embedment
Distance W Z O 'T (D 'oN
BUCK P.T.Southern Pine(SG=0.65) 9118 13/6• F-•uJ m O O Ohio
HEIGHT- INSTALLATION #12 or ataatossScrew Aluminum 6053-75 min. 38 o.oa3 0> p O Oz
2-3/4' A36 Steel 3/8• 0.063•• Z Od z .�
METHOD D Steel Stud,Gr.33 min. 318• 0.045 18 Ga• g O
INSTALLATION ANCHOR 9/16• 1-3/8• t0
UNDERNEATH THE Aluminum,6063-T5 min. 318` 0.063"• '� z
#12 cr#14 Steel Screw(G ¢ O
BEADINGSteel 318• 0.083•• m F
!EXTERIOR t'n f.. laays
�I--Iy steel Stud,Gr.33 min. 318' 0.045. 16 Ge 1Y ® � z
1/4'410 SS CreleFlex Ungrouted CMU,(ASTM 690) 2-112' 1-1/4" 12• `+ J (p
MIAMI-DADE APPROVED MULLION Concrete(min.3.35 kei) 1' 13/4• 12• 3 F-
2 1 (SEE SEPERATE NOA),ALUMINUM, O H
6 STEEL FRAMING OR STEEL STUD. Concrete(min.2.85 keq 1' 13/4• 12'
SEE SUBSTRATE PROPERTIES, 1/4'Steel Ullracon Concrete(min.2.85 ksl) 2-1/Y 1-316' 12' LL _Z Z ato'S
TABLE B,THIS SHEET 112"Y
Ungrouted CMU,(ASTM 090) 2-1/Y 1-1/4• 12` O 3 W CDC
Grouted CMU,ASTM 690 2-1/Y 1314' �
6 �1/4'MAX SHIM teel Ultrecon Concrete(min.3.5 ksl) 1-1/4" 13/4' 12• w W
5116•SGrouted CMU ASTM 690 2-1/2" 13/4' 12' O X _
MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE. LL LL
apt 'asap seuas
1X WOOD BUCKSTRIP,
SEE NOTE 2,THIS SHEET
CONCRETEPER -
EMBEDMENT ANCHOR INSTALLATION NOTES: -
. REQUIREMENT
1.USE ONLY ANCHORS LISTED ON THIS SHEET.FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. S.
2.WOOD BUCKS DEPICTED ON THIS SHEET AS"1X`,ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1.12'.1X WOOD BUCKS ARE
INSTALLATION 4►— EDGE TYP.ANCHOR TYPE,EMBEDMENT OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE.WOOD BUCKS DEPICTED AS"2X ARE 1-12•THICK OR GREATER.
DISTANCE AND EDGE DISTANCE PER INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING /
TYPE B SUBSTRATE,SEE TABLE 8,THIS SHEET JURISDICTION. -
VERTICAL SECTION B-B 3.FOR ATTACHMENT TO METAL,THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME.
4.IF APPLICABLE,LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOAAPPLIES TO WHOLE SYSTEM. A.LYNN MILLER P.E.
P.E.#53705
2X WOOD BUCKSTRIP INSTALLATION INSTALLATION
EDGE OR FRAMING,SEE TYPE G TYPE F
DISTANCE NOTE 2,THIS SHEET EMBEDMENT
1X TE 2,THIS SHEETTRIP, .,
EMBEDMENT SEE NOTE 2,THIS SHEET
INSTALLATION jy 1/4 MAX
TYPE a EMBEDMENT 1— SHIM TYP.ANCHOR TYPE,EMBEDMENT AND EDGE
PRODUCT REVISED re
! EDGE DISTANCE PER SUBSTRATE,
SHEET DISTANCE
SEE TABLE 9,THIS SH
8 complying with the Florida
EDGE Burldtng CoAi
DISTANCE
�1/4•MAX 2 L3CQfmtlm Datc /��
2 SHIM B
4 Y
TYP.ANCHOR TYPE, - Mia D�el'reducr n of
EMBEDMENT AND EDGE
11 DISTANCE PER SUBSTRATE, >
SEE TABLE 9,THIS SHEET 11 EXTERIOR
USED AT CURVED
EXTERIOR 29 FRAME MEMBERS ONLY '° �� 11 I p _ 1�
(� @ 11-718'O.C.MAX. CONCRETE/CMU I VISIBLE LIGHT WIDTH-
r WINDOW BUCK WIDTH-2J/4PERANCHOR °
REQUIREMENT - WINDOW BUCK WIDTH
CONCRETEICMU W C9 Y m
WINDOW PER ANCHOR > N N '°aa
BUCK HORIZONTAL SECTION C-C REQUIREMENT R3:C)
_
HEIGHT 1/4`MAX.SHIM —�{ I-�— ❑ 0
#12 STEEL CD N N t'n W opo
ISELF-DRILUNGSMS 0� �� � Z RS C14(G5),SEE TABLE 9, O N J p
GHTE THISSHEET ET TABLE 9: Z LL un LL W J u*u�0 ❑
HE GMT Mirt Edge Max O.C. =W j W
Anchor Substrate MIn.Embedment U U XU— O O
WINDOW Distance Spacing W— O 2 00 5 _-N
BUCK
BUCK P.T.Southern Pine(SG=0.55) 9/16' 13/8° 12' 1.-W M O U `JMO
Aluminum 6063.75 min. 318' 0.83` 12• _
HEIGHT- #12 or#14 410 S9 Screw o�� O Q v Z
2-3/4' INSTALLATION a36S1eeI 316 g.a63 • 12 z ti z O
TYPE H Steel Stud,Gr.33 min. 3180 0.045' 18 Ga 12' v HQ Z LL
O
P.T.Southern Pine(SG=0.55) 9/16' 1-318° 12' J O
6003.75 min. 12• --1 F-
EXTERIOR 1172 or#14 Steel Screw(G5) Aluminum, 3!B• 0,083•• Q Q
A36 Steel 3I8' 0,083•• 12'
rl
ID Steel Stud,Gr.33 min. 318' 0.045'(18 Ga)• 12' 0 m t j 1-44
Ungreuled CMU,(ASTM 090) 2-1/Y 1-114• 12` z Q
MIAMI-DADE APPROVED MULLION 114'410 SS CreleFlex � F
21 (SEE SEPERATE NOA),ALUMINUM, Concrete(min.3.35 ksl). 1' 1-314• 12° CO Z Z
STEEL FRAMING OR STEEL STUD. Concrete min.2.85 kel 1' 19/4' 12'
8 Concrete(min.2.85 k9i) 2-112' 13B' 12' < ❑ 0 a1°JS
SEE SUBSTRATE PROPERTIES, Z_
TABLE 9,THIS SHEET 114'Steel Uhrecon a W
Ungmuled CMU,(ASTM C90) 2.11Y 1-714' 12' O J
Grouted CMU ASTM 690 2-1/2• 1314" 12' h � J;
5 114'MAX SHIM Concrete(min.3.5 ksl) 1-1/4' 1314' 12' w ❑ Q
5176'Steel Ullreeon W� ❑
Grouted CMU,(ASTM 690) 2-1I2* 1314' 1 12' O X O
•MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE. tLL W LL
1X WOOD BUCKSTRIP, - aril •°sa0 sauas
SEE NOTE 2,THIS SHEET
CONCRETE PER
EMBEDMENT ANCHOR INSTALLATION NOTES: _
• REQUIREMENT
,• 1.USE ONLY ANCHORS LISTED ON THIS SHEET.FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS.
INSTALLATION 2.WOOD BUCKS DEPICTED ON THIS SHEET AS•1X•,ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1.112'.1X WOOD BUCKS ARE
TYPE F EDGE TYP.ANCHOR TYPE,EMBEDMENT OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE.WOOD BUCKS DEPICTED AS-2r ARE 1-112'THICK OR GREATER.
DISTANCE AND EDGE DISTANCE PER INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING
SUBSTRATE,SEE TABLE 9,THIS SHEET JURISDICTION. •• '
VERTICAL SECTION D-D 3.FOR ATTACHMENT TO METAL:THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORTTO THE WINDOW FRAME.
4.IF APPLICABLE,LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOA APPLIES TO WHOLE SYSTEM. A.LYNN MILLER,P.E.
P.E.#58705
M,r
TYP.ANCHOR TYPE, 2X WOOD BUCKSTRIP
EMBEDMENT AND EDGE -+I EMBEDMENT OR FRAMING,SEE INSTALLATION INSTALLATION
DISTANCE PER SUBSTRATE, NOTE 2,THIS SHEET -
TYPE J TYPE K
SEE TABLE 10,THIS SHEET
EDGE EDGE
DISTANCE DISTANJE114"MAX EDGE DISTANCE —r{
INSTALLATIONIII SHIM
TYPE I 2X WOOD BUCKSTRIP PRODUCT REVISED
2X WOOD BUCKSTRIP O as complying with&L Florid+
OR FRAMING,SEE OR FRAMING,SEE Bu�lding ride
NOTE 2,THIS SHEET NOTE 2,THIS SHEET Aceeplanoe No ICo-O/*'jq.j4.
pimlicm Dare 9
1/4"MAX TYP.ANCHOR TYPE,EMBEDMENT AND By
3 SHIM EDGE DISTANCE PER SUBSTRATE,
4 5 SEE TABLE 10,THIS SHEET Miami..do P+oduct
EMBEDMENT
a
11 - 3 EMBEDMENT
a
a
USED AT CURVED
EXTERIOR 29 FRAME MEMBERS ONLY �
11-7/6'O.C.MAX.
11 EXTERIOR
V Y m
WINDOW I 11 LO 'naH
BUCK I VISIBLE LIGHT WIDTH= 5 a
HEIGHT114'MAX.SHIM �{ WINDOW BUCK WIDTH•2-314" ❑ 7' 10 0
WINDOW BUCK WIDTH N aloD O is
VISIBLE INSTALLATION HORIZONTAL SECTION E-E o LL N LL o w N
Z �e
Z L[ LL c0 J uMOIO ❑
LIGHT TYPE L =Ili T W
WINDOW W Z O ro O °J O srt o'aN
C7
BUCK #10 STEEL p O OY OZ
HEIGHT- SELF-DRILLING SMS "-
2.3/4" (G5),SEE TABLE 10, Z D.Z UL
THIS SHEET �j � TABLE 10: g O
Min.Edge Max.O.C. ao
Anchor Substrate ._ ¢
Distance S cl
2-112"x.1131 Box Nell P.T.Southern Pine SG=0.55 5116' 5" Lo Z Z laays
2-112"x.131"Common Neil P.T.Southern Pine SO=0.55 3/8" 6"
2-1/2"x.146'RooAn Nall P.T.Southern Pine SG=0.65 3/8" 5" 'S Z
21 P.T.Southern Pine SO=0.55 112" 5" O ¢
2X WOOD BUCKSTRIP EXTERIOR < ❑ J along
5 0.093°Aluminum,6063 75 min. 5/15' Sw c
OR FRAMING,SEE #10%1'Steal SctaAr u Z ¢
2,THIS SHEET 1/16'A36 Steel 5116' 6" O
I.-
NOTE
JJ 1/4'MAX SHIM 0.046" 18 Ge Steel Stud Or.33 5/16" 6' ZMIAMI-DADE APPROVED MULLION LLI"MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE.(SEE SEPERATE NOA),ALUMINUM, o X ZSTEEL FRAMING OR STEEL STUD.SEE SUBSTRATE PROPERTIES, aN!1 'asap sauagINTABLE 10.THIS SHEET
EDGE DISTANCE -
INSTALLATION NOTES:
TYP.ANCHOR TYPE,EMBEDMENT 1.USE ONLY ANCHORS LISTED ON THIS SHEET.FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS.
�+ EMBEDMENT AND EDGE DISTANCE PER '
SUBSTRATE,SEE TABLE 10,THIS SHEET
2.WOOD BUCKS DEPICTED ON THIS SHEET AS'1X',ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1-112".1X WOOD BUCKS ARE
OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE.WOOD BUCKS DEPICTED AS"2X"ARE 1-0/2"THICK OR GREATER.
VERTICAL SECTION F-F URIAL ATTION ION.TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING
3.FOR ATTACHMENT TO METAL:THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME. '
4.IF APPLICABLE,LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOA APPLIES TO WHOLE SYSTEM. A.LYNN MILLER,P.E.
P.E.#59705
2X WOOD BUCKSTRIP
EDGE OR FRAMING,SEE INSTALLATION TYPE M
INSTALLATION EMBEDMENT
INSTALLATION TYPE MDISTANCE NOTE 2,THIS SHEET� FOR THIS INSTALLATION TYPE N
EMBEDMENT METHOD ONLY,
'FOR THIS INSTALLATION ANCHORS MAY BE NO
METHOD ONLY, 114'MAX •MORE THAN 8.D.C.
ANCHORS MAY BE NO EMBEDMENT SHIM
• MORE THAN 6'O.C. n 1X WOOD BUCKSTRIP,SEE PRODUCT REVISED
u 2X WOOD BUCKSTRIP NOTE 2,THIS SHEET ns complying with O»Florida
OR FRAMING,SEE Buildhla Code
NOTE 2,THIS SHEET Aaxptenca 41G .�pimtien DTYP.ANCHOR TYPE,EMBEDMENT AND3 SHIM EDGE DISTANCE PER SUBSTRATE, BY4 TYP.ANCHOR TYPE, 6SEE TABLE 11,THIS SHEET i.n
EMBEDMENT AND EDGE
DISTANCE PER SUBSTRATE,
11 GE
SEE TABLE 11,THIS SHEET 3
USED AT CURVED DISDANCE �
EXTERIOR 29 FRAME MEMBERS ONLY O EDGE a - '1
11.7/8'O.C.MAX. DISTANCE 0
z
CONCRETE/CMU 11 '
PER ANCHOR '
WINDOW REQUIREMENT I 4 CONCRETEICMU W Y m
BUCK I VISIBLE LIGHT WIDTH= PER ANCHOR ) a � •nay
HEIGHT 1/4°MAX.SHIM III"'��� WINDOW BUCK WIDTH-2.3/4' S REQUIREMENT Q 0 o
WINDOW BUCK WIDTH EER'OR }^ atop O cV�
JVL O M - , N
VISIBLE INSTALLATION TYPE O HORIZONTAL SECTION G-G z i � � nMo n o
LIGHT
HEIGHT= FOR THIS INSTALLATION OZ.) X y O� ❑
WINDOW 'METHOD ONLY, TABLE 11: LU LU Z 000 O =U' -cN
BUCK ANCHORS MAY BE NO W
Anchor Subshats Min.Edge Min.Embedment Max.O.C, o) Y ZO
HEIGHT- MORE THAN 6"O.C. r O
Dist Spec p O
2.3/4' P.T.Southern Pine SG=0.65 9116" 1318' 6" Z OL Z 0a LL
#12 STEEL #12w#14410 SS Screw Aluminum 6083.76 min. 3/8' 0.063'•• 6- J O
SELF-DRILLING SMS A38 Steel BIB' 0.063'° 6" O,
Steel Stud Gr.33 min. 318' 0.045'10 Ga 6'
(G5),SEE TABLE 10, m P.T.Southern Pine SG=0.55 9116' 1-318' 6' r==vs
THIS SHEET #12 a#14 Steel Screw(CS) Aluminum,6063-T5 min 318' 0.083'• 8' ® Z O
A36 Steel 318' 0.063'•- 8'
21 TIP,ANCHOR TYPE, Steel Stud Or.33 min. 318' 0.045' 1B Ga• 8' 0O Z
jj�!IOR
EMBEDMENT AND EDGE U routed CMU, ASTM G90 2-1/7 1-1/4' 17 ❑
6 DISTANCE PER SUBSTRATE, 1!4'410 SS CreteFlex Concrete(min.3.35 ksl) 1" 1314' 17 a Z Q alms
SEE TABLE 11,THIS SHEET Concrete min:2.85 ksl 1" 1314' 17 0 � 0 0
5 MIAMI-OADE APPROVED MULLION Concrete min.2.85 ks( 2-117 1318' 12" ❑ Z
r1/4'MAX SHIM (SEE SEPERATE NOA),ALUMINUM, 1/4"Steel Ulttecon w W
U routed CMU, ASTM G90 2-1/Y 1-114" 17 0
STEEL FRAMING OR STEEL STUD. LL f✓�4
Grouted CMU ASTM G90 2-1l2' 1314' 17
SEE SUBSTRATE PROPERTIES, Concrete min.3.5 ksl 1-114" 1314' 17 a
INSTALLATION TABLE 11,THIS SHEET 5118'Steel Ultracon Gmuted CMU ASTM G. 2-112' 1314" 17 asap sa..as
.TYPE N 1X WOOD BUCKSTRIP, •MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE.
Q SEE NOTE 2,THIS SHEET
INSTALLATION NOTES: '
EMBEDMENT 7 -
.. 1.USE ONLY ANCHORS LISTED ON THIS SHEET.FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. '
aC�
2.WOOD BUCKS DEPICTED ON THIS SHEET AS'1X',ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1-1/Y.1X WOOD BUCKS ARE y ) _
OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE.WOOD BUCKS DEPICTED AS'2X'ARE 1-1/2'THICK OR GREATER,
EDGE INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING
—I DISTANCE JURISDICTION.
3.FOR ATTACHMENT TO METAL:THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME. '
VERTICAL SECTION H-H
4.IF APPLICABLE,LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOA APPLIES TO WHOLE SYSTEM. A.LYNN MILLER,P.E.
P.E.#58705
PRODUCT REVISED
as omplying with the Florida
Building Cods
A,I
Acceptanx No 1 O p
wndkm Date 1
M dude
J�
ASSEMBLY DETAILS FOR ASSEMBLY DETAILS m
FLANGE&EQUAL-LEG FRAMES FOR FIN FRAMES
z
w " Y m
> co '^aa
ANGLED/CURVED ANGLED/CURVED O �' O N
FRAME ASSEMBLY FRAME ASSEMBLY }� slop O rA
90°CORNER 90°CORNER p N N U) O
FRAME ASSEMBLY FRAME ASSEMBLY O0-L rn LL o Z 04
I I I I Z LL r LL m J umojp O
d' �111 ,
UV XT o O
10I10pOp 2 cO 7 cn
K ALL CORNERSW O U JM0
ALUSE GASKEIERS TO In . O o Z w
USE GASKET ;AND
/ USE GASKET I a Z O_Z O K
AND/OR SEALANT I / AND/OR SEALANT I O LLO
EQUAL-LEG FRAME Z
R � 1A.,
FLANGE FRAME 0EQUAL-LEO FRAME FRAME WITH INTERIOR I 'AND
ITERED FRAME WITH INTERIOR 0 OERIOR FRAME WELDS I EXTERIOR FRAME WELDS O FLANGE FRAME (SHOWN)OR CORNER KEYS AT (SHOWN)OR CORNER KEYS AT a Z KSCREW BOSSES.SEALANT AT ALL CORNERS d SCREW BOSSES.SEALANT AT ALL CORNERS O
1IMIL 30 W LU
w '
U E O -
LL m
ap;l asap Sauer
Zs
A LYNN MILLER,P.E.
P.E.#58705
u,
TABLE 9: 2.784" --��II 2.784' 2.784'
Item .094" -�-!1-�--. I .094" --rl L+— .094" —.I�^--
# PGT Part#I Description Material .074" I 062" .074" 062° .074' 062"
1 4253C Flanged Frame Alum.6063-T5 1.375" 1.375^1
1.875" PRODUCTREVISED
2 4285 Equal leg Frame Alum.8083 TS q3e } 500" .438• T 500" a38" , MIPI*$With eia Florida
1.000' I Buildatg Code
3 4256 Integral Fin Frame Alum.6063-T5 500 .050's(w .050`00°8' 050"300°8 A
4 4255 7/16'Lami.Glass Beading Alum.8063-TS 1.125' I�nratkni Dat. a c�
O FLANGE FRAME O EQUAL-LEG FRAME 07r
rm
5 4254 I.O.Glass Beading Alum.6063-T5 I I 2 j_
6a 4270 Installation Fastener Coxer Alum.6063-T5 #4253C,6063-T5 #4285,6063-T5 »meq t5v3e proms
FIN FRAME
V211#6
Installation Fastener Coder Rigid PVC O #4256,6063-T5
Gasket(at 900 comer Joints) Polyethylene '
I 4
Vinyl Bulb Weatherstrip' Flex PVC,Duro.65+/-1 1.206" r- �— .346' m JR-05!05116-ADDED THIS
Dow 899,GE 7700 Silicone or Equiv.
WITH SPACERS 8 MOVED f,, 1
Setting Block,Mono.3116"x 7/18'x 4' Neoprene,Duro.85+/-1 .875' r R cE
875'
Setting Block,I.G.3/16'x 1-3/32'x 4" Neoprene,Duro.85+/-1
.050" }—�II�— .050'
x 1-1/4'FH SMS Stainless Steel I .050" u,I
3/16"8t 1/4" I.G.GLASS INSTALLATION > a U) '^a8
30 781PQX #8 x 1°Quad PH SMS Stainless Steel O GLASS BEADING O BEADING 68 FASTENER COVER 0
94258,6063-T5 #4254,6063-T5 #4270,6063-T5 a oQ p cov
eOf N W a0
(J co N
M O W
0-1 Z 13. wLL
UV XD d im M g
ALUMINUM W Z 02 Co O
SILICONE HOT-MELT BUM REINFORCEMENT pOLYIS0. DESICCANT FILL AREA
1--> m Y Z Z �Mo
STRUCTURAL BUTYLENE' 5/16"NOM. Z n.Z O W
STRUCTURAL SILICONE 3!18"NOM. 5/16"NOM. SEAL `^ ~Q 0 LL
O
1/4'NOM. FOAM BUM 8 SILICONE SEAL J
POLYISOBUTYLEN WITH DESICCANT ROLL-FORMED 0
WITH DESICCANT DESICCANT FOAM STAINLESS STEEL � Q
EXT.GLASS EXT.GLASS EXT.GLASS taayg
® m Z Z
EXT.GLASS 3 O 57
O rn Z
0 a".og
INT.GLASS INT.GLASS INT.GLASS Z
INT.GLASS o X o 0
it 0 W(N
7s KODISPACE le SUPER 77 DURASEALO is XL EDGE'"' � X 0
4SG TPS SPACER@ NXT'" SPACER SPACER a`1 Amo
TABLE 10:
Part# Description Material
75 Kommeding 4SG TPS Spacer System Lk 16
76 Quanex Super Spacer nM with Hot Melt Butyl See this
Sheet for
77 Quanex Duraseal Spacer
Materials
78 Cardinal)L Edge Spacer
REFERENCE TEST REPORTS:FTL-8717,8968 8 8970 A.LYNN MILLER,P.E.
P.E.1,58705