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Product Arorovei Menu>Product or Application Search>A lication 1.. Ap ion Detail
FL# FL243-1119 RE"/rte
El D DEC
` £ ^•'a8 w -,ems Application Type Revision l• O ,�16
Code Version 2014 U
Application Status A oved
*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 ology Drive
orth Venice,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 oFixed
Subcategory Compliance Method 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
Date Approved 09/25/2016
http://vvww.floridabuilding.org/pr/pr app_dti.aspx?param=wGEVXQwtDqu3mwFvZ35V... 11/28/2016
Florida Building Code Online Page 2 of 3
Summary of Products
FL ii IlModel,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 F1..743R,9 C CAf 16-0629_Z_-P-df
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 Acceptance(NOA) FL243 R1.9 11 16-0629.20.Pdf
for product performance information,anchorage details,and anchor Verified By:Miami-Dade BCCO-CER
type,size,and spacing information. Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
243.2 CA-740 Fixed(Large Missile Impact) Aluminum Fixed Window used with Casement/Awning
Limits of Use Certification Agency Certificate
Approved for use In HVHZ:Yes FI-243 R19 C CAC 16-0629.22.pdf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date 1
Impact Resistant:Yes 04/11/2018 I
Design Pressure:N/A Installation Instructions
Other:Please see the Miami-Dade County Notice of Acceptance(NOA) FL243 F219 I! 16-0629,22.pdf
for product performance information,anchorage details,and anchor Verified By:Miami-Dade BCCO-CER
type,size,and spacing information. Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
243.3 JiPW-220(Non-Impact) Aluminum Fixed Window
Limits of Use Certification Agency Certificate
Approved for use In HVHZ:Yes FL243 R!9 C CAC 16-0505.03,2df
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:No 08/18/2021
Design Pressure:N/A Installation Instructions
Other:Please see the Miami-Dade County Notice of Acceptance(NOA) FL243 F119 11 16-0505.03.1)df
for product performance information,anchorage details,and anchor Verified By:Miami-Dade BCCO-CER
type,size,and spacing information. Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
243.4 PW-520(Large Missile Impact) WlnGuard Vinyl Fixed Window
Limits of Use Certification Agency Certificate
Approved for use In HVHZ:Yes FL243 R19 C CAC 15-0612.13.pdf
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 Acceptance(NOA) FL243 R19 11 15-0612.13.odf
for product performance information,anchorage details,and anchor Verified By:Miami-Dade BCCO-CER
type,size,and spacing information. Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
243.5 JPW-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 Accep ce(NOA) FL243 R19 I! 16-0629.13,Ddf {
for product performance in f ion,anchorage peiar nd a chor Verified By:Miami-Dade BCCO-CER i
type,size,and spacing ormation. Created by Independent Third Party:
Evaluation Reports
Created by Indepe Third Party:
243.6 JPW-720(Large Missile Impact Aluminum Fixe Window
Limits of Use CeI
n Agenc tif"icate
Approved for use HVHZ:Yes LC CAC 16-062 . 4. df
Approved for use o ide HVHZ:Yes Quurance Contract Ex ration ate
Impact Resistant:Yes 0Design Pressure:N/A Inn Instructions
Other:Please see the Miami-Dade County Notice of Acceptance(NOA FL1! 16-0629.14.odfor product performance information,anchorage details,and anchor Miami-Dade BCCO R
type,size,and spacing information. CIndepende Party:
Evaluation Reports
Created by Independent Third Party:
243.7 JPW-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.odf
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 Acceptance(NOA) FL243 R19 II 16-0629.14.ndf
for product performance information,anchorage details,and anchor Verified By:Miami-Dade BCCO-CER
type,size,and spacing information. Created by Independent Third Party: \
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.Ddf
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 Acceptance(NOA) FL243 R19 11 13-1125.04.Ddf
for product performance information,anchorage details,and anchor Verified By:Miami-Dade BCCO-CER
type,size,and spacing information. Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
243.9 PW-3020(Large Missile Impact) Architectural Systems Aluminum Fixed Window
Limits of Use Certification Agency Certificate
Approved for use In HVHZ:Yes FL243 R19 C CPC 15-0609.06 LM.ndf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 08/16/2017
http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqu3mwFvZ35 V... 11/28/2016
Florida Building Code Online Page 3 of 3
Design Pressure:N/A Installation Instructlons
Other:Please see the Miami-Dade County Notice of Acceptance(NOA) FL243 R19 IT 15-0609.06 LM.odf
for product performance information,anchorage details,and anchor Verified By:Miami-Dade BCCO-CER
type,size,and spacing Information. Created by Independent Third Party:
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 Rig C CAC 15-0609.07 SM.Mf
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 Acceptance(NOA) FL243 R19 IL 15-0609.07 SM.Pdf
for product performance information,anchorage details,and anchor Verified By:Miami-Dade BCCO-CER
type,size,and spacing information. Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
243.11 PW-5420(Non-Impact) Vinyl Fixed Window
Limits of Use , Certification Agency Certificate
Approved for use in HVHZ:Yes F1243,_.(t9_.G,,,CA
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 Acceptance(NOA) FL243 R19 IT 16-M29.11.odf
for product performance information,anchorage details,and anchor Verified By:Miami-Dade BCCO-CER
type,size,and spacing information. Created by Independent Third Party:
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 I
Design Pressure:N/A Installation Instructions
Other:Please see the Miami-Dade County Notice of Acceptance(NOA) FL243 R19 IT 16-0714.20.Odf
for product performance information,anchorage details,and anchor Verified By:Miami-Dade BCCO-CER
type,size,and spacing information. Created by Independent Third Party:
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 R.243, R1.9 C CAC 16-0629.1.2.odf
( Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 04/30/2020
Design Pressure:N/A Installation Instructions
Other:Please see the Miami-Dade County Notice of Acceptance(NOA) FL243 R19 II 16-0629.12.odf
for product performance information,anchorage details,and anchor. Verified By:Miami-Dade BCCO-CER
type,size,and spacing information. Created by Independent Third Party:
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 i
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 Acceptance(NOA) FL243 R19 IT 16-0714.19.odf
for product performance Information,anchorage details,and anchor Verified By:Miami-Dade BCCO-CER
type,size,and spacing information. Created by Independent Third Party:
Evaluation Reports
L _ Created by Independent Third Party:
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
mall to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 650.487.1395.-Pursuant to Section 455.275
(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The
emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,
please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please
click here.
Product Approval Accepts:
s 5-,-U
Credit Card
,S,\j,r—
http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqu3mwFvZ35 V... 11/28/2016
MIAMI-DARE MIAMI-DADS COUNTY
EM 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 approv escribed herein, and has been dem ie Florida Building
Code,includin e High Velocity Hurricane Zone.-
DESCRIPTI : Series"PW-701/720/820"Aluminum Fixed Window-L.M.I.
APPROVAL DOCUMENT: rawmg o. - 20-820.1,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 number and expiration date by the Miami-Dade County Product Control
Section.
MISSILE IMPACT RATIN : Large and Small Missile II pact Resistan
LABELING: Each unit shall ermanent label with t 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.
NUAo. 16-062 .
MIAMI-DADE COUNTY-0 ation Date: February 19,2019
/ ( 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, Duraseal® spacer system, Super Spacer®NXTTM 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, 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 NDA No. 03-1105.01)
I
Man el Pe ez,P.E.
Product Co trot 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. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC-5th
Edition (2014), dated 05/20/15,prepared by manufacturer, signed and sealed by
Anthony Lynn Miller,P.E.
(Submitted under previous NOA No. 15-0528.26)
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 glazing gasket complying with the
following:
a) ASTM C864 Specification for Dense Elastomeric Compression Seal Gaskets,
Setting Blocks, and Spacers with Option 11 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 Perez, .E.
Product Control am' er
NOA No.161-W9.14
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 NOA 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.
Manuel a .E.
Product Contr 1 Exa iner
NOA No. 629.14
Expiration Date: February 19,2019
Approval Date: August 04,2016
E-3
STANDARDS USED:
GENERAL NOTES:SERIES 7201820 -2014 FLORIDA BUILDING CODE(FBC).STH EDITION
IMPACT-RESISTANT FIXED WINDOW 0ASTM E1300.09 DESIGN PRESSURE RATING IMPACT RA NG
EEG
FOR 'E SMALL
RATED )R LARGE 'MA
ANSIlAF&PA NDS-2012 FOR WOOD CONSTRUCTION E� MISSILE"'�'p T LARGE
L
ALUMINUM DESIGN MANUAL,AOM-2010 VARIES,
2-5 LE AD RESISTANCE
T
1)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO SEE SHEETS 2 5 MISSILE IMPACT RESISTANCE
COMPLY WITH THE REQUIREMENTS OF THE FLORIDA IS.
BUILDING CODE,INCLUDING THE HIGH VELOCITY 48"TIP-TO-TIP WIDTH [-AISI-SlOO-07IS2.2010
HURRICANE ZONE(HVHZj 47"BUCK WIDTH 48*BUCK WIDTH 48"BUCK WIDTH
2)SHUTTERS ARE NOT REQUIRED WHEN USED IN 44-1/4"VISIBLE
LIGHT DTH 45-1/4*VISIBLE 46-1/4'VISIBLE
WIND-BORNE DEBRIS REGIONS.FOR INSULATED GLASS LIGHT WIDTH PRODUCT REVISED
INSTALLATIONS ABOVE 30'IN THE HVHZ,THE OUTBOARD 6'MAX. LIGHT WIDTH
LITE(CAP)MUST TEMPERED. 8,SHEET6 ---D,SHEET7—4 6"MAX. -F.SHEET8 2'MAX. B.ildirtgcodle
H.SHEET 9 Aowp�ft
Expi.lim,
3)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY, I
USE ONLY MIAMI-DADE COUNTY APPROVED MASONRY By
ANCHORS.MATERIALS USED FOR ANCHOR EVALUATIONS
WERE SOUTHERN PINE,ASTM C90 CONCRETE MASONRY A A C — C
UNITS AND CONCRETE WITH MIN.KSI PER ANCHOR TYPE. SHEET 6 SHEET 95, E,SHEET8 E,SHEET 8
BUCK SHEET 7 SHEET7 G,SHEET 9 G, HEET9
4)ALL WOOD BUCKS LESS THAN 1-1f2'THICK ARE TARE HEIGHT L 96"
CONSIDERED 1X INSTALLATIONS.IXWOOD BUCKS ARE -—-—-—-— BUCK
—-—-—-— HEIGHT -—-—-—-—
JR-05105/16-ADDED SHEET 11
OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. 9ZI1.1LE WITH SPACERS&MOVED PARTS.
12'MAX 12-MAX. VISIBLE
WOOD BUCKS DEPICTED AS 2X ARE 1-1/2-THICK OR I T "114"
GREATER.1X AND 2X BUCKS(WHEN USED)SHALL BE O.C. 93-1/4' T -
LIGHT D.C. VISIBLE 5"MAX,
_I
HEIGHT LIGHT O.C. T
Dw.
C
1 01SHE
LIGHT
DESIGNED TO PROPERLY TRANSFER
STRUCTURE.WOOD BUCK DESIGN AND INSTALLATION 96, HEIGHT 96"
LOADS TO
OATION IS
THE RESPONSIBILITY OF THE ENGINEER.(EOR)OR
ARCHITECT OF RECORD,(AOR). TIP TO BUCK w �2 2
HEIGHT >
I,E!,GIPHT
5)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE
7. 0
BEYOND WALL DRESSING OR STUCCO.USE ANCHORS OF > In -37.— U)
SUFFICIENT EMBEDMENT.NARROW JOINT SEALANT IS USED (9 C'4 0
,_Ei
ON ALL FOUR CORNERS OF THE FRAME.INSTALLATION 0-t U) If
ANCHORS SHOULD BE SEALED.OVERALL _j M co C) w cq
SEALING/FLASHING STRATEGY FOR WATER RESISTANCE OF 6. 0 IL Q-, " 3;
INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND 12"MAXO.C. 6� 12'MAX.D.C. F,SHEET 8 z Lo LL co aja 0
THE SCOPE OF THESE INSTRUCTIONS. MAX. SHEET MAX SHEET 2"MAX. J H SHEET 9 X:LLF , W
00 x EQ 6 o
5"MAX.O.C. uj.2 02 10 5
6)MAX.1/4'SHIMS ARE REQUIRED AT EACH ANCHOR TYP.FLANGED FRAME TYP.EQUAL-LEG FRAME TYP.FIN FRAME ELEVATION
I-_ CIS C)
LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE ELEVATION(TESTED UNIT) ELEVATION(TESTEDUNIT > cj
SUBSTRATE.USE SHIMS CAPABLE OF TRANSFERRING (TESTED UNIT) 0 z
:2� a:z g 9 ;:
APPLIED LOADS.WOOD BUCKS,BY OTHERS,MUST BE LL
SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED ON FIGURE 1: _j
THEM BY THE WINDOW, _j
GUIDE TO SHEETS: 12"0 SHAPES AS SHOWN BELOW OR SIMILAR.MAYBE USED BY INSCRIBING THE SHAPE INA BLOCK LLI
7)DESIGN PRESSURES: AND OBTAINING DESIGN PRESSURES FOR THAT BLOCK SIZE FROM THE TABLES ON SHEETS 2-5, i!s
u) .6
GENERAL NOTES ANCHOR SPACING TO BE 6"MAIC.FROM CORNERS AND 12'O.C.MAX.FOR ALL CURVED FRAME z
SHAPES AS SHOWN BELOW MAY M
6 THAT
i P S S 0 LOW '
AN OBTAINING
.N PRESSURES
R
SPACING
FROM
ANCHOR A I -T R _OR'
B S
A.NEGATIVE DESIGN LOADS BASED ON STRUCTURALiCYCLE ELEVATIONS ............ MEMBERS,SEE FIGURE 1,THIS SHEET,
TEST PRESSURE,FRAME ANALYSIS AND GLASS PER ASTM GLAZING DETAILS.......................2-5 V. W
E1300, DESIGN PRESSURES 25 12"O.C, 4 o z
S.POSITIVE DESIGN LOADS BASED ON WATER TEST INSTALLATION,FLANGE.............6 MAX. WIDTH--I WIDTH--H WIDTH < 0 0
PRESSURE,STRUCTURAU CYCLE TEST PRESSURE,FRAME INSTALLATION,EQUAL-LEG 7 r
ANALYSIS AND GLASS PER ASTM E1300, INSTALLATION,INT,FIN A., 8 OF 3: < "CD C.
Of C14
INSTALLATION,INT.FIN B...........9 w 0 fl-co
0 D FD w w
8)THE ANCHORAGE METHODS SHOWN HAVE BEEN uJ
CORNER ASSEMBLY_........... 10 m z
DESIGNED TO RESIST THE WINDLOADS CORRESPONDING EXTRUSION PROFILES -.11 W x
T.LIST
TO THE REQUIRED DESIGN PRESSURE.THE 33-1/3%STRESS MAX.
INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS L U_ _
PRODUCT.THE 1.6 LOAD DURATION FACTOR WAS USED FOR
THE EVALUATION OF ANCHORS INTO WOOD,ANCHORS THAT BLE 1: T WIDTH---I I---WIDTH WIDTH
TYPE Sheet �'A'qSY L
COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS ........
SHALL MEET THE REQUIREMENTS OF THE FLORIDA
k"IC&l
BUILDING CODE FOR CORROSION RESISTANCE. —(3116;;A,;,
lam/ _;Illr�P311,6"�HS 2 w w
r
VB _zp 6870�
9)REFERENCES:TEST REPORTS FYL-3835.3850&7212; T
Laml.IG P". �ffl
ELCO ULTRACON NOA:ELCO CRETEFLEX NOA;ANSVAP&P B A 3 L
NDS FOR WOOD CONSTRUCTION AND ALUMINUM DESIGN 4 3
MANUAL. 5 7116'Lami(3116"An-.09D"SG-3/16"An) 4 �—WIDTH-----�, WIDTH WIDTH WIDTH
6 --- - -.1 ` _ ft 6
7 IL11 Va�aLmi(311 Ur HS-�09T SG-3115-HS) 4 F X
"SO
10)THE 720 SERIES USES A PVB INTERLAYER,THE 820 3116'An-.090
, mI.IGPI16-7116"Air
SERIES USES AN SG INTERLAYER.THE 720 AND 820 SERIES 8 11-1116-Latml,IG(3116"T-7116*A& 3116*M-.0 W 1&5 MI r'
I'll",
9V SG C3 m
MAY ALSO BE REFERRED AS THE 701 SERIES. *SG'-*KURARAY SENTRYGLAeINERru 2 S2
INTERLAYER"BY KURARAY AMERICA,INC. w
-PVB'='KURARAY BUTACITE"PVB INTERLAYER'BY KURARAY AMERICA.INC,,
A.LYNN MILLER,P.E.
REA 58705
TABLE 2:
Window Design Pressure(+(-,psf)for Glass Type 1
Lmg Side(in) 7/16'LAMINATED
67-718 72 1 76 80 84 88E+1-779.7
100 104 109-112 GLASS STACK
30 +130 .130 +140 +1.80 +730 +IAO +/_80 +l-so +1A0 +1-80
+IAO +130 +130 +IAO +14p +130 +IAO +130' +130 .090'PVB INTERLAYER
34 +IAO +IAO +1A0 +IAO +1.80 +IAO +IAD +IAO +1-79.8 +1-79.4
36 +130 +130 +130 +130 +/30 +13D +/-772 +1-75.1 +/-73.4 +1-72.2 X3/16"HEAT STRENGTHENED GLASS
3/16"ANNEALED GLASS PRODUCT REVISED
38 +130 +130 +IAO +130 +130 +1-78.1 +1-725 +1-70.3 +1.68.5 +I-66.3 iinwith lhC Fwds
40 +130 +1A0 +1A0 +1-79.8 +1.77.2 +1.74.3 +1-67.9 +1-65.1 +163.4 +1-61.6 442 +130 +1.80 +130 +1.71.4 +/-74.3 +1-71.3 H-64.7 +161.6 +1.59.8 +/58.244 +130 +1A0 +1.78.9 +1-75.4 +l-72.1 +160.9 +1-622 +159.7 +157.5 USED AT CURVED 'rmioo Dstt �q
5 +130 +1-77.2 +1-73.6 +/-70.1 +/-668 +163. +160. +157.7 FRAME MEMBERS ONLY 29 518'
11-718'O.C.MAX. �- LONG SIDE py
_ 48 +130 a/-79.3 +I-75.6 +1-71.9 +168.3 +I-64.9 +161.5 +/-582 @ GLASS BITE Minni a c PRWuct Cmt
+130 - +/-74.1 +1.70.3 +1-66.7 +1631 +159.7
e 1-3
Q 52 +/-79.1 +1-75.6 +1-724 +168.8 +165.1 +161.5
to 54 +1-77.4 +1-73.8 +1-70.5 +167.3 +/-63.5 SHORT
56 +1-758 +1-72 +168.6 +165.3 EXTERIOR SIDE
58 +1-74.2 +1-70.3 +166.6 (1-I 20 13
60 +1-727 +168.7 +/65
62 +1-71.2 .167.1 GLASS TYPE 1
64 +169.7 +165.5 >
LONG SIDE
68 +/3113
67-718 +1-67 T-
NOTES: 7 LU W m
1)BUCK DIMENSIONS SHOWN.FOR FLANGED WINDOWS,SUBTRACT 1"FROM THE TIP-TO-TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. SSIDE > a �ay
2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. IX
3)FOR ARCHITECTURAL WINDOWS,FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. ❑
n a°a p
cc)
LEI of
TABLE DIMENSIONS MAY BE c" m W N
ORIENTED VERTICALLY OR O-j N", o Z TO r
HORIZONTALLY AS SHOWN. Z 6 U- 6 W uMo.0
TABLE 3: F-Wm O
o> O Y Z
Window Design Pressure(+/-,psf)for Glass Type 3 p
0 LL
Long Side(in) 1-1/16'NOM. o Z D.Z J � O
6T-718 72 76 80 84 88 92 96 100 104 109-112
30 +J-80 +130 +/40 +1-80 +130 +1A0 +1.80 +130 +1.80 +/-80 +130 GLASS STACK �{ 7/16'LAMINATED m N
32 +1-150 +1A0 +1.80 +130 +130 +160 +130 +130 +1.80 +130 +140 GLASS STACK Q
34 +130 +130 +/3D +/-80 +130 +1-80 +1-80 +IAO +140 +130 +140 STRENGTHENED
I SHORT -- rn Of 7aav5
36 +1-80 +130 +130 +130 +140 +130 +1-80 +130 +1-80 +1-80 +/30 3116'TEMPERED GLASS STRENGTHENED GLASS -�'I SIDE I- ® `rn ZOf
U
36 +1-611 +130 +130 *IAD +130 +/AO +130 +130 +1-79.4 +l-76.4 +I-74.3 3116°ANNEALED GLASS u 3. � Z
40 +130 +1-80 +/30 +1A0 +130 +1-80 +1-80 +1-7&7 +1-73.5 +/-70.9 +1-69 7116"AIR SPACE .090"PVB O
42 +130 +160 +130 +130 +IAO +160 +/-77 +1-731 +159.6 +/.66.9 +135.2 - W
11 INTERLAYER < Z LU aln'S
44 +130 +1-80 +130 +IAO +130 +1-77.8 +I-74.1 +I-70.3 +/37.5 +1-63.9 d
'S 46 CD 0
+130 +IAO +1.80 +130 +1-79.2 +1-75.4 +I-71.7 +168.1 +/35.1 5 LONG o (DZ
Z7 r W
v 48V.1-7T2
+130 +160 +130 +1.77.2 +1-73.3 +169.5 +1-6 USED AT CURVED SIDE w W
50 +/30 +130 +1.79.4 +1-75.3 +/-71.3 +167.5 FRAME MEMBERS ONLY 29 5/8" O X W d d
Q 52 +140 +1-80 +1-T7.7 +/-73.5 +169.5 @ 11-7/8'O.C.MAX. GLASS BITE x O
U) 54 +130 +1-79.6 +I-76 +1-71.8 1-3 a171 'asa0 sa!�as
56 +/AO .1-77.5 +1-73.8
58 +1-79.4 +1-75.4 EXTERIOR
60 +1.71.6 71-73.5
62 +I-75.8 , 767 21 13 SHORT
I ,
64 +1-74 SIDE I�-
66 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. V
A.LYNN MILLER,P.E.
P.E.#58705
TABLE 4:
Window Design Pressure(+/-,psf)for Glass Types 2&4
Long Side(in) .
67-7/8 I 72 ---76---F-00 84 88 92 96 100 104 1090/2 1 112 116 120 124 128 132 136 140 144 -
30 +1-80 +1.80 +180 +180 +/-80 H-80 +1-80 +/-80 +1-80 +1-80 +1-80 +1-80 +1-80 +1.80 +/AO +/.83 +1-80 +1-80 +180 +1.80
32 +1-80 +1A0 +/-80 +1-81) +1.80 +1-80 +1.80 +/-80 +/-80 +1.80 +180 +/-80 +/-80 +1-80 +1.80 +1-80 +1-80 +1.80 +1-80
34 +1-80 +180 +180 +1.80 +1.80 +1-80 +1-80 +1.80 +1-80 +1.80 +180 +1.80 +180 +1-80 +180 +/80 +/-80 PRODUCT REVISED
36 +1-80 +1.80 +180 +IAO +/A0 +1-8D +1A0 +1430 +1.80 +IAO +/80 HAO +1-80 +1.80 +1430 +180 �complying-"deo Florid-
38 +IAO +IAO +IAO +IAO +IAO +1A0 +IAO +IAO +IAO +IAO +IAO +/AO +IAD +1A0 Building Cade lro' qi
40 +1-80 +1.80 +I-1-81) +1-80 +/-80 +l80 +I-8D +/-80 +1-80 +1-80 +1A0 +1A0 Acxptanro-,,o+
(q
42 +1.80 +1A0 +f80 +/80 +/-80 +1-80 +1-80 -/-so ./-80 +1A0 +1A0 �pm�wn Com
44 +180 +!-80 +1A0 +180 +/-80 +/-60 +-/-80 -/-80 +1-80 +1A0 Ey
5 46 +/80 +1-80 +180 +180 +1A0 .IAO +1_80 -1-80 +l80 ".liami ,a nh.�-Cxpo1
a_ 48 +1-80 +1-80 +1-80 +1-80 +180 +1A0 +1A0 +1-80
m 50 +/-80 +1-80 +1.80 +1-80 +l-80 +1A0 +IAO
ti
P 52 +/AO 1 +lAO +1$0 +IAO +1-80 +I-79.1
m 54 +IAO +IAD +/80 +lAO +/-78.6 s`
56 +/AO +1A0 +IAO +1-79.1
58 +IAO +IAO +180 a
60 +IAO +IAO +1-79.3
62 +1.80 +IAD
a
ea +1431) +rA1)
66 +180 a7 Y ra
(57-718 +/-80a N .eda
NOTES:
1)BUCK DIMENSIONS SHOWN.FOR FLANGED WINDOWS.SUBTRACT 1'FROM THE TIP-TO-TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. CD
2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. 0 o
an
3)FOR ARCHITECTURAL WINDOWS,FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. N ti alo0 W C9
d- 7 W N
i
O J N J p Z 9 I r
Z W ui LL tO J uua0 p
W
U U X S9 o 0
W Z O 2 10 'aN
1-1116,NOM. TABLE DIMENSIONS MAYBE o W m p Y z OMd
GLASS STACK ORIENTED VERTICALLY OR f CD O Z N �_
7/16'LAMINATED 7/16'LAMINATED HORIZONTALLY AS SHOWN. r Z LL Z W LL
GLASS STACK GLASS STACK
LONG J O
�r-3/16'HEAT STRENGTHENED GLASS J
.090"PVB INTERLAYER 3116'TEMPERED GLASS SIDE CO
Q
3/16"HEAT -3/16'HEAT STRENGTHENED GLASS �j F
LONG SIDE Lu Y� j°d4S
3116"HEAT STRENGTHENED GLASS STRENGTHENED GLASS 7/16"AIR SPACE .090'PVB INTERLAYER I ® m Z D_
11 SHORT 0 F
4 !A Z
11 5 � SIDE � 0
USED AT CURVED USED AT CURVED 5/8' SHORT
�- m Z O. aloo5
FRAME MEMBERS ONLY 29 518' FRAME MEMBERS ONLY 29
Q 11-7/8"O.C.MAX, GLASS BITE @ 11-7/8"O.C.MAX. GLASS BRE O Z N Nc0
1-3 1� X W ad
EXTERIOR EXTERIOR �— LONG SIDE -�{ T lL O
/t-, 20 13 a 1st 21 13 I .. °l11 �r°d saga
�r GLASS
SHORT LONG
TYPE 2 GLASS TYPE 4 fi
SIDE Y� SIDE
SHORT G- Ab �SIDE
A.LYNN MILLER,P.E.
P.E.#58705
r
TABLE 5:
Window Design Pressure(+/-,psf)for Glass Type 5
Long Side(in) 7116"LAMINATED
67-718 72 76 BO 84 BB 92 96 100 104 109-112 GLASS STACK
30 +901-125.4 +901-120 +901-115.5 +90'-111.5 +901-108.5 +9D1-106 +901_104.5 +901-103.5 +901-1025 +901-100.7 +90-97.9 .090'SG INTERLAYER
32 +901-116.9 +90•-110.8 +90/-105.3 +901-101.8 +901-98.7 +901-95.7 +901-923 +901-916 +WI-90.3 +1$9.9 +1-89
34 +901-108.9 +901-103 +901-98.8 +901-95.1 +901-91.8 *1-89.2 +/-84.4 +/-81.5 +1-80.1 +/-79.8 +/-79.4 3116'ANNEALED GLASS
36 +901-102.6 +901-97.1 +901-928 +1-88.9 +/-85.5 +1-826 +1-79.7 +1-77.2 +1-75.1 +/-73.4 +1-72.2 3116'ANNEALED GLASS PRODUCT REVISED
38 +901-98.4 +90'-922 +1-86.7 +1-83.2 +/-80.7 +I-78.1 +1-75.2 +1-725 +/-70.3 +158.5 +186.3 as mnptying with the Florida
40 +901-94.6 +l-88.2 +(-82fi +1-79.8 +1-77.2 +1-743 +1-71.3 +/-67.9 +185.1 +153.4 +151.8 4 11 Building Code 1l- „ ,`
42 +901.91.3 +1-84.7 +150.7 +1-77.4 +I-74.3 +1-71.3 +158.2 +1-64.7 +181.6 +1-59.8 +ISB.2 USED AT CURVED �- Aoccptaace No `,-(,�}C`}+�,
44 +1-88.3 +1$2.4 +1-78.9 +1-75.4 +1-72.1 +158.9 +155.8 +1522 +159.7 +157.5 FRAME MEMBERS ONLY 29 5/8' � n Dale r
46 +1.85.4 +/-80.8 +I-77.2 +/-73.6 +/-70.1 +186.8 +183.5 +150.3 +157.7 @ 11-7/8"O.C.MAX. GLASS BITE Imo- LONG SIDE Qy
:2 48 +1527 +/-79.3 +l-75.6 +1.71.9 +188.3 +784.9 +151.5 +158.2 Miiami -2
50 +150.9 +1-77.5 +1-74.1 +1-70.3 +1.88.7 +183.1 +/-59.7 1-3 T
N 52 +/-791 +I-75.8 +1-724 +158.8 +155.1 +/51.5
54 +!-T7.4 +/-73.8 +1-70.5 +157.3 +153.5 EXTERIOR SHORT Q
56 +1.758 +1-72 +180.6 +1-65.3 20 13 SIDE
58 +I-74.2 +1-70.3 +156.8 t m
60 +1-727 .188.7 +155 GLASS TYPE 5 - z
62 +1-71.2 +1-67.1
84 +1597 *1-6.5.5i -
86 +158.3 LONG SIDE -►I r
67-718 +187 I I I 1
NOTES: y m
1)BUCK DIMENSIONS SHOWN.FOR FLANGED WINDOWS.SUBTRACT 1•'FROM THE TIP-TO-TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. SIDE SHORT > .�a8
2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. W 0
3)FOR ARCHITECTURAL WINDOWS,FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. 0 v Oo c-
4)
4)THIS SHEET APPLIES ONLY TO FLANGE AND EQUAL-LEG WINDOWS.DO NOT USE WITH FIN-FRAMED WINDOWS. r a1o0 O
N
TABLE DIMENSIONS MAY BE OJ M t`Tj W '� N
ORIENTED VERTICALLY OR O-0 N J p Z •IB
HORIZONTALLY AS SHOWN. Z tL u1 U- m W vMo,0
m:LjN
TABLE 6: W O� 1 5 'oN
W CO O 0 Oma
CD
Window Design Pressure(+/.,psf)for Glass Type 7 �j >
7 o OO °�' p r
Long Side(in) Z 0_Z In LL
67-718 72 76 80 84 88 92 96 100 104 109-112 1-1/16"NOM. _ g m
30 +90!.130 +901-130 +90'-130 +901-126 +90/-1226 +901-119.8 +901-118.1 +901-117 +901-1158 +901-1127 +99-109.9 GLASS STACK 1 7116'LAMINATED J
32 +90!-130 +9d-125.1 +90/-118.9 +90Y-114.8 +901-111.5 +901-108.1 +90/-104.3 +901-1024 +901-102 +901.101.4 +90-99.7 GLASS STACK I � F f--
34 +901-123.1 +901-116.4 +901-111.7 +91Y-107.5 +901-103.8 *901-99.7 +901-95.3 +g01-92.1 *90/-90.5 +1-911 +1.89.6 I SHORT I� Lu 1aav5
36 +901-116 +90N-1098 +901-104.8 +90•-100.5 +901.96.6 +901-93.3 +1-90 +1-87.3 +184.9 +1-82.3 +1-81.2 3/16"ANNEALED GLASS ~1 SIDE I- ® o+ Z W �
3/16"TEMPERED GLASS�• 3116'ANNEALED GLASS u
38 +907-111.2 *�'-104.2 +901-97.9 +90134 +901-91.1 +1582 +1-84.9 +1-81.9 +1-79.4 +1-76.4 +1-74.3 i� F-
40 +901-106.9 +90_99,8 +901-934 +90/90.1 +157.2 +1-84 +1.80.5 +/-767 +I-73.5 +1-70.9 +189 7116"AIRSPACE .090"SG INTERLAYER f- W Z
42 +901-103.2 +901-95.7 +901-91.2 +1-87.4 +1-84 +1-80.6 +1-77 +1-731 +189.6 +/58.9 +1-65.2 < Cl along
44 +901-99.7 +9&-93.1 +189.1 +I-115.2 +i-BiA +1-77.8 +/-74.1 +1-70.3 +157.5 +183.9 11EL
48 +901-96.5 +gU-91.3 +/-87.2 +I-83.2 +1.79.2 +/-754 +1.71.7 +1581 +185.1 5 1 O Z N ccV
a 48 +901-93.5 +1-89.6 +/-85.4 +l-81.2 +1-T7.2 +l-73.3 +/59.5 +1558 L.. LONG O r-aD
LLI
to 50 *901-91.4 +/-87.fi +/-83.7 +1-79.4 +1-75.3 +1-71.3 +/51.5 USED AT CURVED 518, %// SIDE
P FRAME MEMBERS ONLY 29 X W d d
52 +1-89.4 +/-85.5 +181.8 +1-77-7 +1-73.5 +159.5 @ 11-718'O.C.MAX. GLASS BICE lL p
N 54 +1-87.5 +1.83.4 +1-79.6 +l-76 +1-71.8
!T_ +1-85.6 +1-81.4 +1-77.5 +/-73.8 1-3 a0t1 osa0.^aua5
58 +I-83B +1-79.4 +1-75.4
EXTERIOR
60 +1-821 +l-77.6 +1-73.5 .L
62 +I-80.4 +I-75.6 < I 75-78 21 13 SHORT
_ I_
64 +1-78.8 +1-74 �r "l SIDE I^-'
66 +l-77.2 GLASS TYPE 7
67-718 +1-74.9
NOTES: `
1)BUCK DIMENSIONS SHOWN,FOR FLANGED WINDOWS,SUBTRACT 1"FROM THE TIP-TOJIP DIMENSION TO DETERMINE THE BUCK DIMENSION. f p
2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. I 1 t 6 D
3)FOR ARCHITECTURAL WINDOWS,FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. .
4)THIS SHEET APPLIES ONLY TO FLANGE AND EQUAL-LEG WINDOWS.DO NOT USE WITH FIN-FRAMED WINDOWS.
A.LYNN MILLER,P.E.
P.E.#58705
TABLE 7:
Window Design Pressure(+/.,psq for Glass Types 6&8
Long Side(in)
67-718 1 72 76 80 84 88 92 96 100 104 109-1f2 112 116 120 124 128 132 136 140 144
30 +901-130 +901-130 +90/-130 +90/-130 +901-130 +901-130 +901-130 +901-130 +90/-130 +90/-130 +901130 +901-130 +901.130 +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 +90/-130 +901-130 +901.130 +901-130 +901-130 +901-130 +901.130 +901-130 +901-130 +901-130 +901-130 +901-130 +90/-130 +901-130
34 +901-130 +901-130 +901-130 +901-130 +901130 +90/-130 +901-130 +901-130 +901-130 +901-130 +90/-130 +901-130 +901-130 +901-130 +901-130 +901-130 +901-130 PRODUCTREVISED
36 +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 as°nmplyln8 with the Flluida
38 +901-130 +901.130. +90f-130 +90/-130 +901-130 *90f-130 +901-130 +901-130 +901.130 +90f-130 +901-130 +901-130 +901_129,2 +901-127.3 BtdldinB Cade t�O�2�.ta
40 +90/-130 +901-130 +901130 +90/-130 +901-130 +901-130 +901-130 +901.130 +901-130 +901.126.8 +901-123.2 +90/-122 AexPtnnce No
42 +901-130 +901-130 +901-130 +901-130 +901-130 +901-130 +901-130 +90'-129.3 +90-123.2 +90'-119.7 +901-116.4 E;c'ratwm Dale
44 +901-130 +901-130 +901130 +901-130 +901-130 +90/-130 +901-130 +90.124.5 +901-119.4 +901-115 L;y
'S 46 +901-130 +901-130 +901-130 +901-130 +901-130 +901.130 +9d-128.9 +9d-120.5 +90-115.3 Miami Dndc Product Car.Vu
48 +90/-130 +901-130 +901-130 +901-130 +901-130 +90-129.7 +901-123 1+901-116.5
r 50 +90f-130 1 +901-130 +901-130 +90/-130 +90/430 +M-126.2+89.41-119.
g 52 +901-130 +901-130 +901-130 +901-130 +901-130 +88.81-123
to 54 +901-130 +901-130 +901-130 +901-130 +88.61-127.1 a
56 +901-130 +901.130 +901-130 +8941-129 m
58 +901-130 +901-130 +901-130 z
60 +901-130 +901-130 +89.61-129.
62 +901-130 +901-130
a
64 +90/-130 +901-130
66 +901-130 Ln m
67.718 +901-130 W NE
'pail
NOTES: > _a
1)BUCK DIMENSIONS SHOWN.FOR FLANGED WINDOWS,SUBTRACT I-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. to O o
3)FOR ARCHITECTURAL WINDOWS,FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. N n a;°0 x �
4)THIS SHEET APPLIES ONLY TO FLANGE AND EQUAL-LEO WINDOWS.DO NOT USE WITH FIN-FRAMED WINDOWS. O m g co .� N
O-J J �O Z 0 fr
Z LL to LL co J
_ Lu °
U UX o
W Z 02 CO
TABLE DIMENSIONS MAY BE o LU M 0 Z ONO
ORIENTED VERTICALLY OR o O 0 'a
1-1116"NOM. HORIZONTALLY AS SHOWN. r Z d Z F.. W LL
GLASS STACK 7116"LAMINATED LONG Q --1 O
7116'LAMINATED L� J m t0
GLASS STACK - GLASS STACK SIDE Q Q
LONG SIDE W
3116'HEAT STRENGTHENED GLASS �� IX 1aa45
.090"SG INTERLAYER 3116'TEMPERED GLASS m
3116°HEAT 3/16'HEAT STRENGTHENED GLASS � ® m Z �
STRENGTHENED GLASS 7118'AIR SPACE .090'SG INTERLAYER SHORT �S Z
3/16"HEAT STRENGTHENED GLASS _
LLI
4 11 11 SIDE I SHORT a z W al°
USED AT CURVED —f 5 —�j SIDE f'� O 3' Z (N cl
FRAME MEMBERS ONLY 29 518" USED AT CURVED 5!8" Ia,- t-W
11-7/8'O.C.MAX. FRAME MEMBERS ONLY 29 w
GLASS BITE @ 11-718"O.C.MAX, GLASS BITE O X W a IL
1-3 - 1-3 �— LONG SIDE ti.
a111 ase0 sa
EXTERIOR EXTERIOR
20 13 e-7a 21 13 SHORT ,S/ LONG -
SIDE SIDE
GLASS TYPE 6 GLASS TYPE 8
—� SHORT
_ fii_s_L"' _
A.LYNN MILLER,P.E.
P.E.M 58705
2X WOOD BUCKSTRIP INSTALLATION INSTALLATION
_I EDGE ORFRAMING,SEE TYPE
EMBEDMENT
'71 DISTANCE NOTE 2,THIS SHEET TYPE C
INSTALLATION EMBEDMENT 1X WOOD BUCKSTRIP,
TYPE A 1/4'MAX SEE NOTE 2,THIS SHEET •°
EMBEDMENT SHIM TYP.ANCHOR TYPE,EMBEDMENT AND EDGE
EDGE DISTANCE PER SUBSTRATE, DISTANCE PR ,fjyi RwVISED
as co tpty ogwith the Floridz
EDGE 6 SEE TABLE 8,THIS SHEET Building Code 16-0(�•IQ--
DISTANCE A�rm
- ee 14
m Date1/4'MAX
SHIMcde Product Co
4 TYP.ANCHOR TYPE,
EMBEDMENT AND EDGE ¢
DISTANCE PER SUBSTRATE,
11 SEE TABLE S.THIS SHEET ¢
11 m
USED AT CURVED EXTERIOR
29 FRAME MEMBERS ONLY . •a.
11-7/8'O.C.MAX. CONCRETE/CMU 4 u
�/ 11
PER ANCHOR �— VISIBLE LIGHT WIDTH- �..I 6 c
REQUIREMENT WINDOW BUCK WIDTH-2-3/4'
t WINDOW BUCK WIDTH CONCRETE/CMU m Y m
WINDOW EXTERIOR TIP-TO-TIP WINDOW WIDTH PER ANCHOR � N of) .�aa
BUCK REQUIREMENT
aHEIGHT 114'MAX SHIM HORIZONTAL SECTION A-A }n .� ,,op o N
04 Cq
TIP-TO-TIP mM W N
WINDOW #12 STEEL O J N J Z 76 r
HEIGHT VISIBLE SELF-DRILLING SMS U' '""a 0
LIGHT (GS),SEE TABLE 8, TABLE 8: =tLl -LL - W u
HEIGHT= THIS= Min.Edge Max O.C. O U X to o
WINDOW ` Anchor Substrate Distance Min.Embedment Spacing N Z O 2 q .oH
BUCK P.T.Soutfum Pine(SG=0.55) alts° 1�B' 12' o W - O JMO
Aluminum,6063-T5 min. 3111' 0.063-' 12' f` O a Z
HEIGHT-14" INSTALLATION #12or#14418 ss screw A36 Steel 3111' 0.063°' 12" Z d Z LL
METHOD D 11" 0.645 18 Ga' 12' v Q5Q O
INSTALLATION ANCHOR P.T,southern Pine(SG=0.55) 9118' 1-3/8' 12' J tp
UNDERNEATH THE n. 318' 0.063"' 12° Q Z
BEADING #12 or 014 Sleel Scre (G5) A36 Steel 3/8' 0.063"' 12° m O
F-' aays
EXTERIOR Steel Stud,Gr.33 min. 3/8" 0.045"(18 Ge)' 12' ® N F~
Un9reuted CMU,(ASTM G90) 2-1/7 1-114' 12' " Z J lA
MIAMI-DADE APPROVED MULLION 1f4'410 SS CreteFles Concrete(min.3.35 ksi) 1' 1-3/4' 12' tF' 3O < Z
21 (SEE SEPERATE NDA).ALUMINUM, Concrete(min.2,85 ke8 1` t-314' 12'
6 STEEL FRAMING OR STEEL STUD. ¢ K Z ar°aS
SEE SUBSTRATE PROPERTIES, 1/4'Steel Uitrecon Concrete(min.2.85 ksi) 2-117 1-3/8• 12' 0 _Z
Un9reuted CMU,(ASTM G90) 2-117 1-114' 12' O W N 04
TABLE B,THIS SHEET
Grouted CMU, ASTM G90 2-IIT 1-314' 12` � 0 O n w
6 r1/4°MAX SHIM Z
—jL 5116°Steel Ullracm Grouted
Ce(min.3.5 C- 1-1/4` 1-3/4' 12` V W
Greuted CMU ASTM G90 2-117 1-3/4' 12' X O.,d
MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE. [L LL
} 1X WOOD BUCKSTRIP, !7!1 'asap raua9
I SEE NOTE 2,THIS SHEET
• CONCRETE PER
EMBEDMENT ANCHOR INSTALLATION NOTES:
•° t REQUIREMENT
•a 1.USE ONLY ANCHORS LISTED ON THIS SHEET.FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. -
II' •' 2.WOOD BUCKS DEPICTED ON THIS SHEET AS"1X•,ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1-1/2'.1X WOOD BUCKS ARE -�
INSTALLATION Y EDGE TYP.ANCHOR TYPE,EMBEDMENT OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE.WOOD BUCKS DEPICTED AS"PJC 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
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.#58705
ZX WOOD BUCKSTRIP INSTALLATION INSTALLATION
EDGE OR FRAMING,SEE TYPE G TYPE F
DISTANCE NOTE 2,THIS SHEET
EMBEDMENT
1X WOODTHI4SHEET S EMBEDMENT SEE NOTE 2,THIINSTALLATION 1 1/a'L1AXTYPE E J— -�I TYP.ANCHOR TYPE,EMBEDMENT AND
EMBEDMENT SHIM EDGE
. EDGE DISTANCE PER SUBSTRATE, DISTANCE PROMTCT'REVISED
8 SEE TABLE 9,THIS SHEET mcomplying with the Florida
EDGE Brrldin8 Cute
DISTANCE 2a� a-w.lk.Date I�O-� wpq
1/4'MAX
2 SHIM By
Mi Dade pmdml n.1
4 TYP.ANCHORTYPE, °
EMBEDMENTAND EDGE
DISTANCE PER SUBSTRATE, 11
11 SEE TABLE 9,THIS SHEET EXTERIOR
m
USED AT CURVED
EXTERIOR 29 FRAME MEMBERS ONLY '°' •+. �/
(� Q 11-7/8'O.C.MAX. CONCRETE/CMU WI
I VISIBLE LIGHT WIDTH= 5
PER ANCHOR v
V-- NDOW BUCK WIDTH-2-314" '
WINDOW BUCK WIDTH
REQUIREMENT m
CONCRETE/CMU W m
WINDOW PER ANCHOR > cq
BUCK HORIZONTAL SECTION C-C REQUIREMENT R
HEIGHT 1/4'MAX.SHIM U) v a o0 Q N
#12 STEEL _ I AU)U) �N
SELF-DRILLING SMS
VISIBLE (GS) 04
,SEE TAB LE 9, Z o
Ld LL co -i 1A1OJ0 O
LIGHT THIS SHEET TABLE 9: =LLI LU
HEIGHT= \ Anchor Substrate Min.Edge Min.Embetlment Max O.C. U z O O= 'cN
WINDOW Distance Spacing W- m
P.T.Southern Pine(SG=0.55) 9/16' 1-318• 12' LU m O ^, (:J 'JA70
BUCK
HEIGHT- #12 cr#14 410 SS Screw Aluminum,6063-T5min. 318' 0.063`• 12° ~o> O ZO ,x--
2-3/4' INSTALLATION I —�_. A3ssteel 318' 0.063"' 1z r z a z
Steel Stud,Gr.33 min. 318' 0.045' 18 Ga)• 12" ♦- Z 0
LL
TYPE H P.T.Southern Pine(SG=0.55) 9116' 1-318' 12' g O
EXTERIOR #12 or 014 Steel Screw(G5) Aluminum,6083-T5 min. 3/8" 0.063" 12• Q ~Q
A36 Steel 310, 0.063•• 12• F- J
Steel Stud,Gr.33 min. 3!8' 0.045'(18 Ga)• 12' ® N !aays
Ungrouted CMU,(ASTM C-90) 2-1/2' 1-1/4" 12' o' Z F¢• m
MIAMI-DADE APPROVED MULLION 1/4'410 SS CmteFlex m co
Concrete(min.3.35 ksi) 1' 1-74' 12• _ Z Z
21 (SEE SEPERATE NOA),ALUMINUM, H O
STEEL FRAMING OR STEEL STUD. Concrete(min.2.85 ksi) 1' 1-/4• 12'
- 606 Concrete(min.285 ksi) 2.112' 1-18" 12' < Z (D arc's
SEE SUBSTRATE PROPERTIES, 1/4'Steel Ultmcon Ungrouted CMU,(ASTM G90) 2-11Y 1-1/4' 12' O L O o
TABLE 9.THIS SHEET .moi N N
5 Grouted CMU, ASTM G90 2-1/2' 1-3W 12' H J r o0
�1/4"MAX SHIM Concrete(min.3.5 ksi) 1-1/4' 1-314' 12" w W
5116'Steel UltraconGrouted CMU, ASTM C-9D) 2.1/7 1-/4" 12" U X
C) a a
MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE. lL
1X WOOD BUCKSTRIP, arl!1asa0 seua5
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 7X 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
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 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.#58705
TVP.ANCHOR TYPE, 2X WOOD BUCKSTRIP
EMBEDMENT AND EDGE —�I EMBEDMENT �— —OR FRAMING,SEE INSTALLATION INSTALLATION
DISTANCE PER SUBSTRATE, NOTE 2,THIS SHEET
SEE TABLE 10.THIS SHEET — TYPE J TYPE K
EDGE EDGE
DISTANCE DISTANCE, 114"MAX EDGE DISTANCE —r{
INSTALLATION � ����7777 r SHIM
TYPE I O 2X WOOD BUCKSTRIP nRODUCTREVISED
2X WOOD BUCKSTRIP
OR FRAMING,SEE OR FRAMING,SEE Building Code
NOTE A THIS SHEET NOTE 2,THIS SHEET An;eDlnaoe No�Co'O
pimtin¢DDte �(Q
1/4'MAX NP.ANCHOR TYPE,EMBEDMENT AND 1
3 SHIM I I\ EDGE DISTANCE PER SUBSTRATE, RY
O \I
EMBEDMENT SEE TABLE 10,THIS SHEET
4 5
- I
11 �, 3 EMBEDMENT
m
USED AT CURVEDz°
EXTERIOR 29 FRAME MEMBERS ONLY Ji J
@ 11-718"O.C.MAX.
z
. 11 EXT
E
RIOR
WINDOW 4 11 �O ) Z� � ^m
BUCK �ISIBLE LIGHT WIDTH=
HEIGHT WI DOW BUCK WIDTH-2-314"
114"MAX.SHIM
WINDOW BUCK WIDTH N n °I°p 0
pM cn o
VISIBLE INSTALLATION HORIZONTAL SECTION E-E z LL w� (0 7i °Map o
HEIGHT= TYPE L =w X D ` W
UU_ X— � 0
WINDOW P Z 0
67 O CO Dmo
BUCK 910 STEEL o� Y Z
HEIGHT- SELF-DRILLING SMS o 0 rn O
2-3/4"_ (G5),SEE TABLE 10, r ZD.Z
Q tL
THIS SHEET TABLE 10: J O
Min.Edge Max.O.C. < cO
I{I Anchor SubstrateMin.
S cl a
2-112"x.113"Box Nail P.T.Southern Pine SG=0.55 5/16' 5 U) T.
2-1/2'x.131"Common Nall P.T.Southem Pine SG=0.55 318" 5 Z O F
21
2-112"x.145'RoofingNall P.T.Southam Pine SG=0.55 318" 5 O Q Z
B P.T.Southern Pine SG=0.55 1/2" 5
2X WOOD BUCKSTRIP EXTERIOR ¢ J °IOJS
Oi
FRAMING,SEE (� #10 x 1"Steel Screvr 0.093"Aluminum,SOp-T5 min. 6/15 5 u_ Z Q
E 2,THISSHEET V 1/ Steel 5/15 S O �y N N6 1/4'MAX SHIM . GeSteeStud Gr.33 5116' S w Z n ao
MIAMI-DADE APPROVED MULLION •MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE. U LLI
X Z a0_(SEE SEPERATE NOA),ALUMINUM,STEEL FRAMING OR STEEL STUD. iL LL
SEE SUBSTRATE PROPERTIES,INSTALLATION TABLE 10,THIS SHEET
TYPE J
WKNEDGE 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 ` �l
SUBSTRATE,SEE TABLE 10,THIS SHEET 2,WOOD BUCKS DEPICTED ON THIS SHEET AS-IX-,ARE BUCKS WHOSE TOTAL THICKNESS IS LESSTHAN 1-1/2".1X WOOD BUCKS ARE
OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE.WOOD BUCKS DEPICTED AS"2X'ARE 1-112"THICK OR GREATER.
VERTICAL SECTION F-F JURISDICTION.ON 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.#5870✓
2X WOOD BUCKSTRIP
EDGE —ORFRAMING,SEE INSTALLATION TYPE INSTALLATION
— DISTANCE NOTE 2,THIS SHEET F EMBEDMENT
INSTALLATION TYPE M rFOR THIS INSTALLATION TYPE N
EMBEDMENT METHOD ONLY,
'FOR THIS INSTALLATION ANCHORS MAY BE NO
METHOD ONLY, —�{ 114"MAX •MORE THAN 6"O.C. .
ANCHORS MAY BE NO EMBEDMENT SHIM
MORE THAN 6'O.C. I 1X WOOD BUCKSTRIP,SEE _ pR00LrC'ply P.E ISED
daft.
I� 2X WOOD BUCKSTRIP NOTE 2,THIS SHEET :�9 cumptying t"i�h 6rc Florida
OR FRAMING,SEE
NOTE 2,THIS SHEET Aax,+tenor Rb !
F.npirutian Date I
�1/4"MAX 1 1 TYP.ANCHOR TYPE,EMBEDMENT AND
3 SHIM `V' EDGE DISTANCE PER SUBSTRATE, Nil
lay
CTYP.ANCHOR TYPE. SEE TABLE 11,THIS SHEET Miam ode PrvduK
EMBEDMENT AND EDGE
DISTANCE PER SUBSTRATE,
11 SEE TABLE 11,THIS SHEET 3 p
USED AT CURVED EDGE m
EXTERIOR 29 FRAME MEMBERS ONLY DISTANCE ( EDGE
@ 11-7/8'O.C.MAX. DISTANCE
CONCRETE/CMU 11
PER ANCHOR CONCRETE/CMU 111 � Y m
WINDREQUIREMENT 4 11
BUCK W VISIBLE LIGHT WIDTH= 5 PER ANCHOR z � '^721
174"MAX.SHIM —� I!"�� �I REQUIREMENT
HEIGHT WINDOW BUCK WIDTH-2-314" p v 0 o
WINDOW BUCK WIDTH EXTERIOR >-ti
VISIBLE HORIZONTAL SECTION G-G o IJi N 19 o Zo
tr
LIGHT INSTALLATION TYPE O Z �u- _SO fi -.Moa 0
HEIGHT= FOR THIS INSTALLATION O(W) X o m
WINDOW 'METHOD ONLY, TABLE 11: LLI F-
Z m O O JMO
BUCK ANCHORS MAY BE NO UJ
HEIGHT- • MORE THAN 6"O.C. Min.Edge Max.O.C, o O
Anchor Substrate Distance Min.Embedment S ci n> YO 0, OZ
0
2314' P.T.Southam Pine SG=0.55 9116' 1318' 6' r-Z tl Z HQ LL
#12 STEEL #12 or#14410 SS Screw Aluminum.6063-T5 min. 318' 0.063"' 6" J O
SELF-DRILLING SMS / A36 Steel 3/8' 0.063"• 6" rn
J Steel Stud,Gr.33 min. 316' 0.045' 18 Ga
(GS),SEE TABLE 10, P.T.Souttmin Pine(SG=0.55 9116" 1316" 6" rn U) ;a Is
THIS SHEET ; #12 or#14 Steel Screw(GS) Aluminum.6D63-T5 min. 3!B' 0.063"• 8" ® m Z O CO)
A36 Steel 318' 0.063 6" _
21 TYP.ANCHOR TYPE, EXTERIOR Steel Stud Gr.33 min. 318" 0.045'18 Ga' 6" _ ..O F~Q Z
EMBEDMENT AND EDGE U routed CMU,(ASTM G90 2-1/Y 1-114" tY ¢ Q J 71-.75
6 1-L 114"410 SS CreteFlez
DISTANCE PER SUBSTRATE, `J Concrete(min.3.35 ksi) 1' 1-3/4" 12, O Z Q o 0
SEE TABLE 11,THIS SHEET
5 MIAMI-DADE APPROVED MULLION Concrete min.2.85 ksi 1" 1314" 1T F in to n i
114"MAXSHIM Concrete min.2.85 ksi 2-11Y 1316' 1Y w W Z
(SEE SEPERATE NOA),ALUMINUM, 114'Steel Ultrecon w W
U routed CMU, ASTM G90 2-112' 1-114' IT U
STEEL FRAMING OR STEEL STUD. Grouted CMU ASTM G90 2-112" 1314' 12, X Z d d
SEE SUBSTRATE PROPERTIES, tl LL"
TABLE 11,THIS SHEET 5116'Steel Ultmcon Concrete min.3.5 ksi 1-114' 1314' 1Y ar11 '7:70 saws
INSTALLATION Grouted CMU, ASTM cso z-11T 17/4• 12,SEE NOTE 2.THIS SHEET
TYPE N 1X WOOD BUCKSTRIP, 'MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE. .
Q
INSTALLATION NOTES:
EMBEDMENT -
`" 1.USE ONLY ANCHORS LISTED ON THIS SHEET.FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS.
2.WOOD BUCKS DEPICTED ON THIS SHEET AS"1X",ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1-1/2".1X WOOD BUCKS ARE
OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE.WOOD BUCKS DEPICTED AS"2XARE 1-1/2'THICK OR GREATER. 6 b
EDGE INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING
DISTANCE JURISDICTION.
VERTICAL SECTION H-H 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.#58705
i•
PRQDUCTREv1SED
as dee Florida
Builduagcode D
Acceptance tau p
. Ecpiratiun Dein 1
iTy
- Mian m!e Pcodoct C
a
m
ASSEMBLY DETAILS FOR ASSEMBLY DETAILS
FLANGE&E)UAL-LEG FRAMES FOR FIN FRAMES
m L in
Lu
> a U) ^tea
J ANGLED/CURVED >-"o m o
ANGLED/CURVED O _
IJ FRAME ASSEMBLY 11 I FRAME ASSEMBLY (9 N F4 aio0 w �
90'CORNER 90°CORNER I I 0 M e7 W N
rl FRAME ASSEMBLY II I FRAME ASSEMBLY ry O J N cJ� op Z �9
Itill
I II I Z LL `LL C O -u
II pI I� I I I I A I I F Z m 2 � 'efJ
10 I I I 10 111 I W O
L CORNERS TO I I ALL CORNERS TO �' 0 .a. Z Z
AL I o
USE GASKET / USE GASKET I I .-Z 0_Z LL
AND/OR SEALANT
1 U O
AND/OR SEALANT I( F— Z
I � I v g
I /� J p
b 1 / / EQUAL-LEG FRAME F—
I// Z m 7aa45
/ FLANGE FRAME
EQUAI-4-EG FRAME MITERED FRAME WITH INTERIOR I
MITERED FRAME WITH INTERIOR O U) Z
_// MITERED
EXTERIOR FRAME WELDS I AND EXTERIOR FRAME WELDS 4 p aluas
FLANGE FRAME (SHOWN)OR CORNER KEYS AT (SHOWN)OR CORNER KEYS AT LL Z_ F
30 SCREW BOSSES.SEALANT AT ALL CORNERS SCREW BOSSES.SEALANT AT ALL CORNERS 3 W r m
30 w W
X O as
IL m
agry �sad sagas
A.LYNN MILLER,P.E.
P.E.#58705
2.784" 2.784° 2.784'
TABLE 9:
.094° – -11.— .094" .094° -
Item PGT Part# Description Material 074" 062^ 074^ 062 074^ 062"
1 4253C Flanged Frame Alum.6063-T5 1.375'� � 1.375" _
2 4285 Equal-leg Frame Alum.6063 TS 1.875" PROD'JCTREV1SED
.438' 500° .438" 500' 438' as comptyiag With 6w Florida
3 4256 Integral Fin Frame Alum.6063-T5 1.000" T eailding Code
9 .500' ���►-- ,050":s.sor T —a�l�— .050^ao.wc �.--��- .050"roans• A;ys39ptrtd:
4 4255 7/16"Lami.Glass Beading Alum.6083-T5 1.125° F.4giratkn Datc fc�
O FLANGE FRAME OEQUAL-LEG FRAME 077
5 4254 I.G.Glass BeadingAlum.6063 TS ZF'
#4253C,6063-T5 #4285,6063-T5
6a 4270 Installation Fastener Cover Alum.6063-T5
FIN FRAME
6b 4224 Installation Fastener Cover Rigid PVC O #4256,6063-T5
10 70589C Gasket(at 90°comer joints) Polyethylene
11 TP247/8 Vinyl Bulb Weatherstrip Flex PVC,Duro.65+J-1 1.206" f-�— �--- .346' °1 JR-05/05/16-ADDED THIS SHEET
13 Dow 699,GE 7700 Silicone or Equiv. 1'037" I� WITH SPACERS 8 MOVED PARTS.
20 71652K Setting Block,Mono.3116°x 7/16'x 4" Neoprene,Duro.85+/-1 .875" .875" IIIIVIIII I ;
21 71704AK Setting Block,I.G.3/16°x 13/32"x 4' Neoprene,Duro.85+!-1
T --�� .050° 1FF .050' .050"
29 #6 x 1-1/4'FH SMS Stainless Steel I I W � Y co
3D 781PDX #8 x 1"Quad PH SMS Stainless Steel 3/16"&1/4" I.G.GLASS INSTALLATION > N '^au
OGLASS BEADING BEADING FASTENER COVER d 0
#4258,6063-T5 O #4254,6063-T5 68 #4270,6063-T5 } t a1a0 p N
UUm v U K o
J Cl) WN
OLJl.. NJ p Z 7B
Z N LL f0 J umo�0 0
WW
X uj
ALUMINUM
UU_ X— o O
Z
SILICONE NO
a')#
ELT BUM 02
REINFORCEMENT POLYISO- tINT.
NT FILL AREA o W m Y LU 0
STRUCT - BUTYLENE o> rn p
5/16"NOM. Z Il Z
STRUCTe
SILI3/16"NOM. 5/16"NOM. SEAL H O
LL
114"NOM. BUM& LICONE SEAL g
POLYISOBUTWITH CANT ROLL-FORMED 0
WITH DESICDESICDESICFOAM STAINLESS STEEL F
EXT.GLASEXT.GLAEXT.GLASS Z 1aa4s
® ° Z Z
EXT.GLASS O
U) Z
a' 0 � aiocs
.GLASS LASS INT.GLASSI�--.
LASS W N N
7s
T1 wKODISPACE 7a SUPER 77 DURASEAL® 7e XL EDGEci x O as
4SG TPS SPACER"TNXTT"' SPACER SPACER .,mo saws
TABLE 10: .
Part# Description Material
75 Kommeding 4SG TPS Spacer System `6 �
76 Quanex Super Spacer nXi with Hot Melt Butyl See this
Sheet for
77 Quanex Duraseal Spacer Materials
78 Cardinal X.Edge Spacer
REFERENCE TEST REPORTS:FTL-8717,8968 8 8970 A.LYNN MILLER,P.E.
P.E.#58705