HomeMy WebLinkAboutProduct Approval (3) Florida Building Code Online Page 1 of 3
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oduct Approval Mems>PrOd-t or Application Search>Aoolication List>Application Detail
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+"��« `, FL# FL'2/^- 43=R19�
` �:. •.� :' Application Type Revision
Code Version 2Q14"—"
Application Statuspproved
*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 Technology Drive
North 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
irosowski@pgtindustries.com
Quality Assurance Representative
Address/Phone/Email
Category Windo
Subcategory tej'
Compliance Method Certification 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
Date Approved 09/25/2016
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Florida Building Code Online Page 2 of 3
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 FL^243 Rig C 4AC 16-OF2_9_20&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 I: 16-0629.20.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: j
Evaluation Reports li
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 FL243 R19 C CAC 16-0629.22.ndf
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 Acceptance(NOA) FL243 R19 11 16-0629.22.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 !!lj
_ Created by Independent Third Party:
I
243.3 f PW-220(Non-Impact) Aluminum Fixed Window
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL243 R19 C CAC 16-0505.03.odf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:No 08/18/2021 I!(
Design Pressure:N/A Installation Instructions
Other:Please see the Miami-Dade County Notice of Acceptance(NOA) FL'243'.R19-I1-16-0505:03.odf� t
for product performance information,anchorage details,and anchor .Verified'By:Miami-Dade`BCCO�CER
type,size,and spacing information. CFeea eclty-IndependerifThird Party:
Evaluation Reports
Created by Independent Third Party:
243.4 JPW-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.odf I
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 FZ19 11 15-0612.13.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:
243.5 iPW-620(Non-Impact) Aluminum Fixed Window
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL243-R19 C CAC 16-0629.13.0f
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 Acceptance(NOA) FL243 R19 Ii 16-0629.13.0df
for product performance information,anchorage details,and anchor Verified By:Miami-Dade BCCO-CER
I type,size,and spacing information. Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party: J!
243.6 IPW-720(Large Missile Impact) Aluminum Fixed Window I
Limits of Use Certification Agency Certificate I
Approved for use in HVHZ:Yes FL243 R19 C CAC 16-0629.14.odf j
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 16-0629.14.1)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:
243.7 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.Ddf
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(NCA) FL243 R19 II 16-0629.14.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:
243.8 PW-2720(Large Missile Impact) Vinyl Fixed Window
Limits of Use Certification Agency Certificate f
Approved for use In HVHZ:Yes FL243 R19 C CAC 13-1125.04.odf 4
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 It 13-1125.04.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:
243.9 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 L M.odf !
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=wGEVXQwtDqu3mwFvZ3 5 VD... 2/7/2017
Florida Building Code Online Page 3 of 3
Design Pressure:N/A Installation Instructions
` Other:Please see the Miami-Dade County Notice of Acceptance(NOA) FL243 R19 IT 15-0609.06 1 M.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 Ri9 C CAC 15-0609.07 SM.edf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 04/17/2018
Design Pressure:N/A Installation Instructions i
Other:Please see the Miami-Dade County Notice of Acceptance(NOA) FL243 R19 IT 15-0609.07 SM.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:
243.11 PW-5420(Non-Impact) Vinyl Fixed Window "
Limits of Use Certification Agency Certificate 1
Approved for use in HVHZ:Yes FL243_R 9„C C_ 16-0629.1.,ndf
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 II 16-0629 11 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:
243.12 PW-5440(Non-Impact) Vinyl Fixed Window used with Casement/Awning
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL243 R1.9 C CAC 16-071e.20.nd(
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 Acceptance(NOA) FL243 R19 IT 16-0714.20.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 i
Created by Independent Third Party: I
243.13 PW-5520(Large Missile Impact) Vinyl Fixed Window
Limits of Use Certification Agency Certificate
Approved for use In HVHZ:Yes FL243 R1.9 C CAC 16.0629A.L91
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 04/30/2020
Design Pressure:N/A Installation Instructions i
Other:Please see the Miami-Dade County Notice of Acceptance(NOA) FL243 R19 I' 16-0629.12.6odf
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
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 i
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 I' 16-0714.19.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:
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 850.487.1395.-Pursuant to Section 455.275
(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The
emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,
please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please
click here.
Product Approval Accepts:
Credit Casa
Safe
http://www.floridabuilding.org/pr/P _app_dtl.aspx?param--wGEVXQwtDqu3mwFvZ35VD... 2/7/2017
G
MIAMI- ADE
� MIAMI-DADE COUNTY
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.%!ov/eeonomv
PGT Industries,Inc.
1070 Technology Drive
North Venice,FL 34275
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction
materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER -
Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority
Having Jurisdiction(AHJ).
This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control
Section(In Miami-Dade County)and/or the AHJ(in areas other than Miami-Dade County)reserve the right
to have this product or material tested for quality assurance purposes. If this product or material fails to
perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may
immediately revoke,modify, or suspend the use of such product or material within their jurisdiction. RER
reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control
Section that this product or material fails to meet the requirements of the applicable building code.
This product is approved as described herein, and has been designed to comply with the Florida Building
Code, including the High VClocity_Hurricane-Zone.-
DESCRIPTION: Series"PAW-220"—Aluminum-Fixed-Window-?N.I.
APPROVAL DOCUMENT: Drawing No.MD-PW220-01 titled"Fixed Window Installation Guidelines",
sheets 1 through 8 of 8, dated 04/01/11, with revision C dated 04/22/16, 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 RATING:Non 'e
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state,
model/series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise
noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been
no change in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change
in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement
of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure
to comply with any section of this NOA shall be cause for termination and removal 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 Oficial.
This NOA revises NOA#15-0609.08 and consists of this page 1 and evidence pages E-1 and E-2, as well as
approval document mentioned above.
The submitted documentation was reviewed by Manuel Perez,P.E.
NOA No.16-0505.03
MIAMbDADE COUNTY Expirahon:Date:August-18,2021'
,...e r
Approval Date: June 16,2016`
POOPage 1
PGT Industries,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
(Submitted under NOA No. 11-0509.02)
2. Drawing No.MD-PW220-01 titled"Fixed Window Installation Guidelines",sheets 1
through 8 of 8, dated 04/01/11,with revision C dated 04/22/16,prepared by
manufacturer, signed and sealed by Anthony Lynn Miller,P.B.
B. TESTS
1. 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)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-6482, dated 03/24/11, signed and sealed by Marlin D.Brinson,P.E.
(Submitted under NOA No. 11-0509.02)
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC-5th
5Edition (2014),d ted 05/29115,prepared by manufacturer,signed and sealed by
Anthony Lynn Miller,P.E.
(Submitted under previous NOA No. 15-0609.08)
2. Glazing complies with ASTM E1300-09
D. QUALITY ASSURANCE
1. Miami-Dade Department of Regulatory and Economic Resources(RER).
E. MATERIAL CERTIFICATIONS
1. None.
Manuel Per .E.
Product Controla ner
NOA No. 1 5.03
Expiration Date: August 18,2021
Approval Date: June 16,2016
E-1
PGT Industries,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
F. STATEMENTS
1. Statement letter of conformance, complying with FBC-5'h Edition (2014), dated May
r 2,2016, issued by manufacturer,signed and sealed by Anthony Lynn Miller,P.E.
2. Statement letter of no financial interest, dated May 2, 2016, issued by manufacturer,
signed and sealed by Anthony Lynn Miller,P.E.
3. Laboratory compliance letter for Test Report No. FTL-6482,issued by Fenestration
Testing Laboratory, Inc., dated 03/24/11, signed and sealed by Marlin D.Brinson,P.E.
(Submitted under NOA No. 11-0509.02)
G. OTHERS
1. Notice of Acceptance No. 15-0609.08,issued to PGT Industries,Inc. for their Series
"PW-220"Aluminum Fixed Window-N.I.,approved on 08/13/15 and expiring on
08/18/16.
Manuel Ek
E.
Product ControlerNOA No. 03
Expiration Date: August 18,2021
Approval Date: June 16,2016
E-2
GENERAL NOTES:SERIES 220 NON-IMPACT FIXED WINDOW
61'TIP-TO-TIP WIDTH
1)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, 60"BUCK WIDTH
INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ). 58-5176" 60"BUCK WIDTH
_
2)SHUTTERS ARE REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS. VISIBLE LIGHT WIDTH 58-5/16"
VISIBLE LIGHT WIDTH
3)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTY APPROVED MASONRY ANCHORS. MAX. B MAX60.C.4 "MAX. -D
MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE.ASTM C90 CONCRETE MASONRY UNITS AND CONCRETE
WITH MIN.KSI PER ANCHOR TYPE,SEE TABLE 3,SHEET 3.
C C
4)MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE 1,SHEET 6.ALL WOOD BUCKS LESS THAN 1-1/2"THICK ARE TO q j;A
BE CONSIDERED 1X INSTALLATIONS.1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE.W000 I _
BUCKS DEPICTED AS 2X ARE 1-112"THICK OR GREATER. 1X AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED TO PROPERLY 98• Jy_
TRANSFER LOADS TO THE STRUCTURE.WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR BUCK
ARCHITECT OF RECORD. -7— HEIGHT 5"MAX.O.C.
T_
I TEMPERED GLASS VISIBLE
5)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.USE ANCHORS OF SUFFICIENT 94-5116' VISIBLE
LENGTH AS SPECIFIED ON TABLE 3&4,SHEET 3&4.NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF THE FRAME. 16' VISIBLE LIGHT \"^�
INSTALLATION ANCHORS SHOULD BE SEALED.OVERALL SEALINGIFLASHING STRATEGY FOR WATER RESISTANCE OF yy / LIGHT / HEIGHT
INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. _L HEIGHT 97" 96
TIP-TO BUCK
6)SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE.USE SHIMS TIP W MAX.O.C., I HEIGHT
CAPABLE OF TRANSFERRING APPLIED LOADS.WOOD BUCKS,BY OTHERS,MUST BE SUFFICIENTLY ANCHORED TO RESIST LOADS HEIGHT ANNEALED GLASS
IMPOSED ON THEM BY THE WINDOW.
7)DESIGN PRESSURES: 1 I k
A.NEGATIVE DESIGN LOADS BASED ON STRUCTURAL TEST PRESSURE,FRAME ANALYSIS AND GLASS PER ASTM E1300. T
B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE,STRUCTURAL TEST PRESSURE,FRAME ANALYSIS AND GLASS }B D
MAX.
PER ASTM E1300. X. 4"MAX J
� I B'MAX.O.C.,ANNEALED GLASS
8)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED 5-MAX.O.C.,TEMPERED GLASS
DESIGN PRESSURE.THE 331/3%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT.THE 1.6 LOAD WP-FLANGED FRAME ELEVATION TYP. INTEGRAL FIN FRAME ELEVATION
DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD.ANCHORS THAT COME INTO CONTACT WITH ( (TESTED=UNIT) (TESTED UNIT)
OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE.
9)REFERENCES:TEST REPORTS FTL-6482;ULTRACON NOA;ELCO CRETEFLEX NOA;ANSI/AF&PA NDS FOR WOOD CONSTRUCTION GUIDE TO TABLES:
AND ADM ALUMINUM DESIGN MANUAL. WINDOW GLASS DP O.C. DESIGN PRESSURE RATING I IMPACT RATING
10)THE 220 SERIES FIXED WINDOW WAS FORMERLY KNOWN AS THE 6000 SERIES(FLANGE FRAME)OR 6001 SERIES(FIN FRAME). SHAPE TYPE TABLE TABLE VARIES, NOT RATED FOR
SQUARE OR SEE SHEET 2 IMPACT RESISTANCE
RECTANGULAR ANNEALED 1 5
SHAPES AS SHOWN BELOW OR SIMILAR,MAY BE USED BY INSCRIBING THE SHAPE IN A BLOCK SQUARE OR GUIDE TO SHEETS:
AND OBTAINING DESIGN PRESSURES FOR THAT BLOCK SIZE FROM THE TABLES ON SHEET 2. RECTANGULAR TEMPERED 2 6
ARCHITECTURAL GENERAL NOTES........................1
NS
f-�—WIDTH WIDTH WIDTH--- { WIDTH-� SHAPE ANNEALED 1 7 GLAZING DETAILS.....................2
T T T(— I T ARCHITECTU TEMPERED 2 8 DESIGN PRESSURES..................2
r r r SHAPE INSTALLATION,FLANGE.............3
// INSTALLATION,INTEGRAL FIN...4
/� w ANCHOR SPACING,AN...............5
STANDARDS USED: � \
II I = ANCHOR SPACING,TEMP..........8 I
I i L L J i •ASTM EOR01DaA09 BUILDING CODE(FBC),5TH EDITION
ANCHOR SPACING,SHAPES......7
•ANSI/AF&PA NDS-2012 FOR WOOD CONSTRUCTION CORNER ASSEMBLY...................8
Ir WIDTH� I+•WIDTH+{ : • EXTRUSION PROFILES................8 I!RODUCT REVISED
_ ALUMINUM DESIGN MANUAL,ADM-2010
i— WIDTH—� Imo—WIDTH—�I T T PARTS LIST...................................8 8 illi g in pi htha Fiarida
•AISIS100.07/§2-2010 Y 8
Building Code •O�5-.."rin'
Y t i i!;I/I. AttePtona;No I �L77G
1 Revised Dote. Reviabn: Lx oa t"DNa
..+, ..
��• JR 04/22/16 ADDED IG SPACERS By
1' _ 1 L i`'.• �;r c' .••P A9• Deck�md st
"•T'.'• Revised W. Date: Revlston:
--I WIDTH h— T�I WIDTH
} _ -+�.�� '• � - ® Oescripttvn: Drown
WIDTH—�'•i 5 d�-)��r';i:� GENERAL NOTES 8,ELEVATION J ROSOWSKI
x x 1 w s aar of e F i
c1 C� r = WIDTH I. T 1070 TECHNOLOGY DRIVE 770s: �e
MFLNOKOMIS:I 2 - "l'O"•Oj` `�``-` N.VENICE, FL a4z7s FIXED WINDOW INSTALLATION GUIDELINES 4/01/11
x x ,'�'," ', P.O. BOX 1529
_ +1- ++• FL 34274 Seriee/Modal. Seato: I Sheet: Dmrv:
ing No. Re
A.,LYN 'k,LLER,P.E. ERT• OF RUTH. $29296 PW-220 NTS 1 OF 8 MD-PW220-01 C
P.E.#58705
TABLE 1:
Design Pressure(psf)for all Frame Typos Glass;3116"or 114"Annealed Glass,Monolithic or Insulated Frame:All Frame Shapes PRODVCr REVISED
r
NOTE as tomplying with!!1e Floride
Long Side Qn)a 53. 65 57 60 62 65 68 72 75 80 84 90 96 102 110 120 130 114 145 1 TIP-TO-TIP DIMENSIONS FOR 60ildiag Coda �7
1. ) Acccptaace Normo' S.Q34
AN' - .2 +/-73.11 +l- 3.3 +!•72.6-T--7--72-1 + .5 +/-71.0 +1-70A +-69.9 +-69.3 +/-66.9 +/-68.3 •/-67.8 +-87.4 •/-66.9 +/-66.3 +/-65.9 +-65.4 +1.65.4 FLANGE WINDOWS SHOWN.FOR FIN 6xpirntioO Dale /y(54�
+1-71.3 +/-70.9 +1-70.4 +/•69.6 N-69.2 .6 +1-68.0 +1.67.4 +/-67.0 +/-66.3 +/-65.9 +/-65.3 +/-64.8 +1.64.3 +1-63.8 +1-63.31+1-62.91+1-62.41WINDOWS OR BUCK DIMENSIONS,
+1-66.4 +1-65.9 .1-65.4 +/-64.6 -/-64.1 +1.63. -1-62.9 +A 62.31+/-61.8 +/.61.2 +/-60.7 .1-60.1 +/-59.8 +/.59.1 -1.68.6 */-58.1 +1-57.5 SUBTRACT 1". Dy
C +1-62.3 t/-61.9 +/-61.3 -/-60.5 +/-60. +/_69._ +1-58.7 +/-58.0 +!-57.6 +/-56.9 +!-56.4 +/-55.8 -1-55.3 +/-54.8 -1.54.1 +!-52.7+1.58.9 +1-58.5 +l-57.8 +1.57.0 +1-56.5 +/•55.8 +1-55.2 +1-53.4 +/-52.5 +1-50.9 +1-49.9 +1-48.4 +l-47.5 +1-45.7 +1-45.6
28 +l-56.1 +1-55.6 -1.54.9 +/.54.1 +1.53.5 +1-$1.5 +1-49.5 +/-47.6 +1-46.6 +/-44.4 +/.43.2 .1-41.5 +1-40.8 +1.39.9
30 +l•53.1 -1-53.2 +f-52.5 -1-61.6 +/-50.6 +1-47.8 +1-45.5 +/-42.7 +/-41.8 +1.39.8 --38.8 +1-37.1 +l-35.9
32 +f-51.7 +/-51.2 +1.50.4 +/-49.5 +/-4a.7 +1.45.9 +1-42.8 +1-40.4 +/-39.2 +!-37.0 +1.35.41+/-33.2
m 34 +1.50.0 +1-49.4 N•48.6 +!•47.6 +1-47.0 +1.44.6 +1.41.6 -1-39.3 +/-37.7 +/-34.91+1-32.91 U
y 36 +/•48.5 +f-47.910.47.1 +1-46.1 +/.45.4 +l-44.2 +/-41.2 +1.36.9 +/-37.0 +!•33.7
38 +/.47.3 +1-46.7 +1-45.8 +7-44.7 */-44.0 +/-43.2 +/-41.0 +1-38.4 +!-36.6 > �
in 40 +/-46.3 +1-45.6 +1-44.7 +l-43.5 +/.4Z8 +1.41.9 +1.40.6 +1-38.3 7 w 9
OO LJ.I O
42 +/-45.4 +1-44.7 +1-43.8 +1-42.5 +/-41.8 +1.49.8 */-40.9 TABLE DIMENSIONS MAY BE � �' Z _O
44 +1-44.7 +/-44.0 +/-43.0 +/•41.6 +1.40.9 +/-IN ORIENTED VERTICALLY OR � ms•Q c° M `
46 +1-44,2 +1-43.4 +1-42.3 +/-40.9 -/-40.11 t1
ba +!•43.7 +1-42.9 +1-41.8 +/-40.3 HORIZONTALLY AS SHOWN. LONG � B CO
50 +1.43.5 +/-42.8 +/-41.3 SIDE w '���
52 •%43,3 +l-42.3 �- LONG SIDE y � B
53.665 +/-43.3 T = z p
TABLE 2: r F- C -O OD
SHORT
Design Pressure(psf)for all Frame Typos Glass:3116"ori/4"Tomporod Glass,Monolithic orinsulated Frame:All Frame Shapes SIDE Z w g Q Q
---� SHORT _
Long Side(I0)a 75.694 T7 8o 82 84 87 90 92 B6 99 102 106 110 i15`-"120 125 130 13T taa 1a5 � SIDE �� (' J o N
�39R94 +1_05..,i+- .0 +-83.9 +-B3.3 +-82. - +1.Ste +1-80.51+1-79.6 +- .0 +1-78.5 +/•77.8 -1-77.1 +- . +-7.8 -I-75.2 +1-74. +I-74.0 +-73. -•73. �O a 0�
-'40 -/-84.0 +/-83.6 +1-82.5 +/-81.8 a1-81.2 +1-80.3 +/-79.5 +1-79.1 +/•782 +!•77.5 +l-T7.0 +1-76.3 +/-74.9 +1.742 *1-73.7 +1-73.1 a/-72A +-71.8 Z W
42 +1.81.5 +/-81.0 +/-79.9 +/-79.2 +1-78.6 -1.77.7 +/-76.9 +A 76.4 +1-75.4 +1-74.8 +1-74.2 +l-73.5 +1-T2.8 +/-72.1 +l-71A +1-70.8 +1-70.3 of-69.8 C
44 -1.79.2 +1-78.7 -1-77.6 +/-76.9 +/-78.2 +1-75.3 -/-74.4 +1-73.91+/,73.0 +/-72.3 +1-71.7 +/-71.0 +/•70.3 +/-69.6 +1-68.9 +/-88.3 +1-87.7 �- LONGSIDE -� D Z R Z
46 +1-77,2 -I-76.7 -/-75.5 +1.74.8 t/.74.1 +l-73.1 .1-72.3 -1-71.7 ./-70.6 +/-70.1 +1-69.5 +1-68.7 +/•68.0 -/-67.2 -1-65.6 +1-65.9 r9 ( t3
48 +/-75.4 +1-74.9 +1-73.7 +1-72.9 +/-72.2 +1-71.2 +/-70.3 +1-69.8 al-68.7 +1-68.1 +1-57.4 +1-66.6 +1-65.9 -1-$5.21-1-64.4
50 +/-73.0 +/-73.3 +/-72.0 41.71.2 +/-70.5 1-69.5 +F 68.5 +f-68.0 +1-66.9 -1-66.2 +1-65.6 +/-64.8 +f-64.1 -1-93.2 N LU Q
52 +/-72.4 +/-71.9 +/-70.5 +/-69.7 +1-68.9 +/-67.9 +1-66.9 �1-66.3 +1.65.3 +/-64.5 +1-63.9 +/-63.1 +/-62.3 SHORT LONG � 0
54 +/-71.1 +/-70.6 +/-69.2 +1-68.3 +/-67.5 +1-66.5 +/-65.5 +1-64.9 +f-6J.8 +1-6J.0 *l-62.3 +/-61.5 SIDE SIDE ii IL Z CO1I
•il 5fi +!-70.0 +/-69.4 +/-68.0 -t-87.1 +1-66.3 +/-65.2 1-64.2 +1-63.5 +1-62.4 +1-61.8 +1-60.9 $ O A Z �j N
V5 58 +1-69.1 +1-68.4 +1-66.9 +1-56.01+1-65.2 +1•84.0 +1-63.0 1-62.3 +1-61.1 +/-60.3 7
60 +/•68.2 +1-67.6 -1-86.0 +/-65.0 +1-64.2 +1-63.0 +1-61.9 +/-61.2 +!•80.0
n fit +/-67.5 -1-66.8 +1-65.2 -f-64.2 +1-63.3 +1•62.0 +l-60.9 +1-60.2
64 -/-66.9 +1-68.2 -1-64.4 +1.63.6 H•62.5 +1-81.2 +/-60.0 .0(� LV m d
66 +1-66.3 a/-65.6 +1-63.8 +/-82,7 +/-81.8 +/-60.4 LU x
11 P
68 -1-65.9 +1-65.2 +1-63.3 +/-622 +/-61.1 SHORT Q ~
70 +/-65.6 +1-64.8 +1-62.9 SIDE
72 -1-65.4 +1-64.6 +1.65.5
m
74 +l-65.3 +/-14.1
� N
T5.896 2
1"NOM.GLASS STACK O 54
314"NOM.GLASS STACK
(2)3116"OR 1X _ (2)3116°OR 114-ANNEALED
cl-
3718"OR 1/4"ANNEALED f - OR TEMPERED GLASS I OR TEMPERED GLASS aY-
OR TEMPERED GLASS 10'
I) 10 6 II 6 I 10 o z z cwi
`{ 1 6
3 318"NOM. 3 i i 318'NOM. 3 318"NOM. `��` \•`i i Ifd 11j1/17
1 2 GLASS BITE 1 2 ! I GLASS BRE 1 2 GLASS BRE ,� ���t.•,,...,MC;� �r
�j' � ��cQ`..' ''Fly. '•. 'Y
16 �10 11 18 11 _ 9970`-1
16 47 SEE SHEET 8 47 SEE SHEET 8 `�
1"I.G.GLAZING
-MONI&GL-AZING-DETAIL DETAIL FLANGE OR 3/4" I.G. GLAZING DETAIL f�
�.1
FLANGE=OR-INTEGRAL-FINrFRAME INTEGRAL FIN FRAME FLANGE OR INTEGRAL FIN FRAME
(-(FLANGE-FRAME-SHOWN) (INTEGRAL FIN FRAME SHOWN) (FLANGE FRAME SHOWN) 'A:'LYNN,111Iv t.P.E.
P.E. 58705
INSTALLATION DETAILS FOR FLANGE FRAMES 2XWOODBUCKSTRIP,
SEE NOTE 2,THIS SHEET
EDGE DISTANCEEMBEDMENT TOTAL ANCHOR _ _ r CONCRETE/CMU PER
-{ TYP.ANCHOR TYPE,EMBEDMENT 1/4"MAX CANTILEVER.532" a ANCHOR
2X WOOD BUCKSTRIP—\ /�—AND EDGE DISTANCE PER SHIM REQUIREMENT
OR FRAMING,SEE SUBSTRATE,SEE TABLE 3,THIS SHEET /N
NOTE 2,THIS SHEET / 17 19 8
EXTERIOR EDGE 9.� 10 o
INSTALLATION DISTANCE
OPTION A EMBEDMENT TYP.ANCHOR TYPE,EMBEDMENT
INSTALLATION CONCRETEICMU PER
ANCHOR - —_-- _
U AND EDGE DISTANCE PER
ANCHOR REQUIREMENT -- - SUBSTRATE,SEE TABLE 3,THIS SHEET
THROUGH THE
FRAME TYP.ANCHOR TYPE,
1 M
SHIM EMBEDMENT AND EDGE I INSTALLATION
DISTANCE PER SUBSTRATE,
SEE TABLE 3,THIS SHEET EDGE
OPTION C
10 ° DISTANCE INSTALLATION /
INSTALLATION j ANCHOR ON TOP OF
16 OPTION C EXTERIOR VISIBLE LIGHT WIDTH=WINDOW BUCK WIDTH-1-11/16• 3 THE BEADING
I INSTALLATION I-1 WINDOW BUCK WIDTH
ANCHOR ON TOP OF TIP-TO-TIP WINDOW WIDTH EMBEDMENT
17 THE BEADING
WINDOWIf HORIZONTAL SECTION A-A
BUCK 1/4"MAX.SHIM
HEIGHT
#12 STEEL
TIP-TO-TIP I I
WINDOW I SELF-DRILLING TABLE 3:
HEIGHT VISIBLE I 19 TABLE 3.THIS
Anchor Min,Edge Min.
'LIGHT
Anchor Substrate
HEIGHT= SHEET � Group Distance Embedment
WINDOW i II \ -- 1/4"410 SS Concrete(min.3.35 ksl) 1314" 1"
BUCK I I A CreteFlex Ungrouted CM U,(ASTM C-90) 2-112" 1-1/4"
HEIGHT- II I INSTALLATION 16
HE
LIGHT ' METHOD E 1/4"Steel Ultracon Ungrouted CMU,(ASTM C-90) 1" 1-114"
1 g INSTALLATION c.P.T.Southem.P-ino.(SG=.65)--q 9116" 1318"
1 I ANCHOR B #12 Steel Screw w Aluminum,6053-T5 min. f 318" 1/8"
11 UNDERNEATH —(G5)—----SleelZtod, 33 min: 318' 0.0346"(20 Ga)
INSTALLATION THE BEADING A36 Steel 316" 1/8"
OPTION B 1f4"MAX SHIM MIAMI-DADE APPROVED MULLION 114'410 SS P.T.Southern Pine(SG=.55) 1" 1318'
(SEE SEPERATE NOA),ALUMINUM, EXTERIOR
INSTALLATION CreteFlex Ungrouted CMU,(ASTM C-9D) 2-1/T' 1-114"
ANCHOR STEEL FRAMING OR STEEL STUD. JJ
SEE SUBSTRATE PROPERTIES, 15 O P.T.Southern Pine(SG=.55) 1" 1318'
UNDERNEATH T TABLE 3,THIS SHEET 114"Steel Ullracon Concrete(min.2.7 ksi) 1" 1318"
THE BEADING } 2X WOOD BUCKSTRIP,
I SEE NOTE 2,THIS SHEET _-y
i II
• CONCRETE PER ---�`
EMBEDMENT ° ANCHOR
REQUIREMENT PRODUCT REVISED
as complying with the Florida
•• .. •° 8u9d'e,g Code
TYP , 11.,:I„ Acccptonce No
P.ANCHOR TYPEEMBEDMENT
IG•OC •�3
_ EDGE _ Revised By: Date: Revh1on: imi mDmix Q(
"1 DISTANCE IT AND EDGE DISTANCE PER ;•',.y:;( ., !i'lijii. NO CHANGE THIS
SUBSTRATE,SEE TABLE 3,THIS SHEET .`;'c,'. ;,.".}1 c;�_'••.•-I>• JR 04/22/16 iSHEET pj Probe Cpdtel
NOTES VERTICAL SECTION B-B ':'' r� - Ravieed By: Data: Revlslon:
1)USE ONLY SUBSTRATE-APPROPRIATE ANCHORS LISTED ON TABLE 3 OF THIS SHEET.FOLLOW EMBEDMENT AND EDGE '.,
DISTANCE LIMITS.ANY INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE OF THE WINDOW. ® DesatpDon: Drown By:
2)MASONRY ANCHORS MAYBE USED INTO WOOD AS PER TABLE 3,THIS SHEET.ALL WOOD BUCKS LESS THAN 1.1/2'THICK =--t• �I L - FLANGE FRAME INSTALLATION DETAILS J ROSOWSKI
ARE TO BE CONSIDERED 1X INSTALLATIONS.1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE.
WOOD BUCKS DEPICTED AS 2X ARE 1-1/2"THICK OR GREATER.1X AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED TO -�!.r1,�'•. 1070 TECHNOLOGY Title: Data:
PROPERLY TRANSFER LOADS TO THE STRUCTURE.WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE •i`. ,�GT -"�''' N. VENICE, FL 34227575 FIXED WINDOW INSTALLATION GUIDELINES 4/01/11
P.O. BOX 1529
ENGINEER OR ARCHITECT OF RECORD.
NOKOMIS, FL 34274 Series/Model: Scale: Sheet: Drawing No. Rev.
3)VISIBLE LIGHT WIDTH OR HEIGHT(ALSO REFERRED TO AS DAYLIGHT OPENING)IS MEASURED FROM 13EADINGTO BEADING. A.LYP E.#58705 P.E. CERT. OF AUTH. #29296 PW-220 NTS 3 OF 8 MD-PW220-01 C
INSTALLATION DETAILS FOR FIN FRAMES EDGE EDGEDISTANCE —
EDGE DISTANCE EDGE
DISTANCE 1/4'MAXSHIM 1/4"MAXSHIM —�(�— I DISTANCE
2X WOOD BUCKSTRIP OR FRAMING, I I (� 2X WOOD BUCKSTRIP OR FRAMING,
SEE NOTE 2,SUBSTRATE-APPROPRIATE a HORIZONTAL SECTION C-C SEE NOTE 2,THIS SHEET
� I ' i
TYP.ANCHOR TYPE, EMBEDMENT
2X WOOD BUCKSTRIP OR
EMBEDMENT AND EDGE EDGE FRAMING,SEE NOTE 2, 2
DISTANCE PER SUBSTRATE, DISTANCE THIS SHEET ` 17 8_\
9 (D—
DIS SEE TABLE 4,THIS SHEET (
INSTALLATION
10OPTION E
EXTERIOR EDGE OPTION D j EMBEDMENT INSTALLATION
DISTANCE — -- — ---- _— --_—==
INSTALLATION ANCHOR(NAIL)
EMBEDMENT THROUGH THE FIN
I ANCHOR(SCREW)
THROUGH THE FIN
1/4'MAX SHIM \ � ^
�s lLLllll IRR TYP.ANCHOR TYPE,
10 TYP.ANCHOR TYPE, o- EMBEDMENT AND EDGE
EMBEDMENT AND EDGE EXTERIOR DISTANCE PER SUBSTRATE,
3 DISTANCE PER SUBSTRATE, SEE TABLE 4,THIS SHEET
SEE TABLE 4,THIS SHEET
VISIBLE LIGHT WIDTH=WINDOW BUCK WIDTH-1-11116"
17 -+ WINDOW BUCK WIDTH ---�j
WINDOW
BUCK WITH FINS REMOVED
HEIGHT
114"MAX.SHIM
VISIBLE ij 19 #10 STEEL MULLION SECTIONLIGHT
HEIGHT= Itli SELF-DRILLING MIAMI-DADE APPROVED MULLION, 16
WINDOW t( SMS(GS) (SEE SEPERATE NOA),MAY BE
BUCK �I VERTICAL OR HORIZONTAL.MAX. EXTERIOR
HEIGHT- -- 1/4•SHIM.SEE SUBSTRATE
1-11/16• — - —- PROPERTIES,TABLE 4,THIS SHEET.
B
EXTERIOR
11 n 116
I 114"MAX V TABLE 4:
SHIM Min.Edge Min.
Anchor Substrate Distance Embedment
ALUMINUM/STEEL FRAMING OR STEEL
STUD.SEE SUBSTRATE PROPERTIES, 2-112"x,113"Box NMP.T. outhem Pine(SG=.55) S'16' 2.7116"
16 EDGE TABLE 4,THIS SHEET. 2-1/2'x.131"Common Nail P.T.Southem Pine(6G=.55) 31137 2-7/16"
DISTANCE 2AW x.145"Roofing Nall P.T.Southern Pine(SG=.55) 316" 2-7/16" �J
TYP.ANCHOR TYPE, D P.T.Southam Pine(SG-.55) 7115' 13B" _
EMBEDMENT AND EDGE
EDGE DISTANCE Aluminum,606345 min. 319' 119' --�
DISTANCE PER SUBSTRATE, #10 Steel SMS
SEE TABLE 4,THIS SHEET Steel Stud,Or. min. 319' 0.0346"(20 Ga) PR0DUCT REVISED
EMBEDMENT A36 Sleetl 319' 119' a•: Y
cornP I with thu Fiatida
Building Cade
cce . No
INSTALLATION eAxpirap'tion Da a
�1„l„ 1.'` Revised By: Dale: R46ZHANGE THIS
OPTION E .....; Iii;,.''r;
INSTALLATION VERTICAL SECTION D-D �•:..••••• .: • JR 04/22/16 BY
Erfrg SHEET Mism Dade hoduct
ANCHOR(NAIL) = �•” _•iC v ReWsed BY: Date: Revision:
THROUGH THE FIN •�
G Description: Drawn W.
FIN FRAME INSTALLATION DETAILS J ROSOWSKI
• 1 "'" 1070 TECHNOLOGY DRIVE Title: Data:
NOTES `,'�7,.-'•.,, -t;R1`�� N. VENICI- FL 34275
1)USE ONLY SUBSTRATE-APPROPRIATE ANCHORS LISTED ON TABLE 40F THIS SHEET.FOLLOW EMBEDMENT AND EDGE P.O. BOX 1529 FIXED WINDOW INSTALLATION GUIDELINES 4/01/11
DISTANCE LIMITS.ANY INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE OF THE WINDOW. , 1'..;1±!'';",•� NOKOMIS,'FL 34274 Series/hlodel: Scale: Sheet: Drawing No. Rov:
2)VISIBLE LIGHT WIDTH OR HEIGHT(ALSO REFERRED TO AS DAYLIGHT OPENING)IS MEASURED FROM BEADING TO BEADING. A.LYP E dMIL�L os,P.E. CERT. OF RUTH. #29296 PW-220 NTS 4 OF 8 MD-PW220-01 C
TABLE 5:
PRODUCT REVISED
Maximum Anchor Spacing Allowed,(In) Glass:3116"or 114"Annealed Glass,Monolithic or Insulated Frame: Square or Rectangular s co'npiy'ng with lhn Florida
Suildin8 Cod,.
Acceptance rro 16.o5a o,3
Long Side(in)b 53.67 55 57 60 62 65 68 72 75 80 84 90 96 102 110 120 130 144 145 @spi"'n Data r�'D21
D�
Anchor Group b A BC A C A BC A C A,BBC A,BBC A,BBC A,BBC A,BBC A,BBC A,BBC A,68C A,BBC A,88C A,88C A,68C A,BBC A,88- A,BBC tN�smi atProduct Can
19 Short Side 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16
Long Side 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16
20 Short Side 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 U
Long Side 16 16 16 16 16 16 16 16 18 16 16 16 16 16 16 16 16 16 16 1 16 16 16
22
Short Side 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16
`— r
Long Side 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 O O` W O
24 Short Side 16 16 16 16 16 18 16 18 16 16 16 16 16 16 16 16 16 16 16 16 my.,U5 'It
Long Side 16 16 16 16 16 16 16 16 16 16 16 16 16 18 16 16 18 16 16 16 0 c;1 W
26 Short Side 16 16 16 16 16 16 16 15 16 16 16 16 16 16 16 16 16 16 16 B —� B Ll—
Long Side 18 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 4i-
28 Short Side 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 to O 0 0
Long Side 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 F UQ) Z
30 Short Side 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 W H .--1 0
Long Side 18 16 16 16 16 16 18 16 16 16 16 16 16 16 16 16 16 Z W LL
Short Side 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 Q= Z ''O
^ 32 Long Side 16 _16 16 16 16 16 16 16 16 16 16 18 16 16 16 16 K)N Q in
Short Side 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16
o Long Side 16 16 16 16 16 16 16 16 16 16 16 18 16 18 46 °• z
36 Short Side 16 16 16 16 16 16 16 16 16 16 16 16 16 16 � U >Z y Z
U) Long Side 16 16 16 16 16 16 16 16 16 16 16 16 16 16 Q ?
Short Side 16 16 16 16 18 16 16 16 16 18 16 16 16 38 N ( Q
Long Side 16 16 16 16 16 16 16 16 16 16 16 16 16 u er Z O
40 Short Side 16 16 16 16 16 16 16 16 16 16 16 16 0 0 N
Long Side 15 16 16 16 16 16 16 16 16 .16 16 16
42 Short Side 16 16 16 16 16 16 16 16 16 16 16 a� a� (� ED $0_
Long Side 15.9 16 16 16 16 16 16 16 16 16 16 •� °Z 6 X '1?
44 Short Side 16 16 16 16 15 16 16 16 16 16 z rc a Q s;LL to
Long Side 15.4 16 .15.6 16 16 16 16 16 16 16
46 Short Side 16 16 16 16 16 16 15 16 16
m
Long Side 14.9 16 15.2 16 15.5 16 16 16 16 0
Short Side 18 16 18 16 16 16 16 16 a rn N r
48 Long Side 14.4 16 14.7 16 15.1 16 15.6 1650
Short Side 16 16 16 16 16 16
0
Long Side 1113.9 16 14.2 16 14.6 16 = m
52 Short Side 15A 16 16 16
Long Side 13.4 16 13.7 16 0 o.Yo 0
53.7 Short Side 15.2 16
z
Long Side 15.2 16 o Z
U
NOTES •"' �r�
1)USE THIS TABLE FOR ALL SQUARE OR RECTANGULAR WINDOWS THAT ARE
TABLE DIMENSIONS MAY BE
VERTICALLY OR
GLAZED WITH ANNEALED GLASS. ORIENTED V :_p;'�.•�• '''
HORIZONTALLY AS SHOWN. `
2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT LONG _`-•�� '811''
DIMENSION SHOWN ON THE TABLE. SIDE
3)FOR ARCHITECTURAL SHAPE WINDOWS,USE THE TABLES ON SHEET 7. LONG SIDE
4 THE WINDOW WIDTH AND HEIGHT MAY BE REVERSED TO OBTAIN A MORE
ACCURATE RESULT FROM THE TABLE(SEE FIGURE,THIS SHEET). SHORT
SIDE
5)TIP-TO-TIP DIMENSIONS FOR FLANGE WINDOWS SHOWN.FOR FIN WINDOWS OR SHORT -- '� •`+'.l'+'�')��'�'�
BUCK DIMENSIONS,SUBTRACT V. SIDE r— A.LYNN MILLER,P.E.
E.#58705
Short Slde 0) y Short Side(n) D
Oo �t m
m m
o
r•N p N o o �m � � s N +N N oN N°rwN 6 N o�i; w N r N NN r N � N N r•N N�o A .
mo 000 o9oirmo�- o o3� em ° s °s9�3 3r m ° o
=o=o> > sN,m�, m's > sm Se am' m am omam'a.e;e°sm Vim'>�.3 iii
g1NN_NN�,N N_NN_NN_N NNN_N�N_N_2 a7 a:N_NNN NN NN w-RRNN_NNN NNNN wN NN N_N_fpN NN NNNNNNNN (n
d -A n m 6 m�'n 6- _ - m Pe m 8rt m m m 9 R m o n m n a-•,'d
b D r b b A
m
o IDD r G
NI (( D
c w
Eo d0d 'm a'p w-to
_
n�
moPl�
➢ 66
a N e o D
0 0 W V N'n m m E3 5 p 8 r 8 4 m m
m N w n
pi,+°y m FVoo 0 o D
o m 'm m 8
u> -- r
w m _ w �
mu N p V a wi�� Zt mN N
n (O
o W O m A -�N iJ N W N w}A o I.a Z.16-
-3
.O
a
'w N o .
n a
w N➢ N _➢ N I
N N
p3 xm;- _'uae�'p m�
w p I w N w
_ N➢ s o4 91
H
to m>p i z g I t, 'woo' m p o C
a
^ DIf.P P
➢
Id I
w p w >t'N°i a m p N
mp
T T
ONal
al 3 o N id o➢ 6
c w w to
w p w o 0 o wF.
6 b b b b b b 6 6N n O
D ➢
w m N C
'm( 6;0
b in b b a t tom C-"' mormilA w 2-mi`•" Of�Ily O
w nz- mop= m0 mm0 �ONm
I� 0o opy Tpm 1y 7sJ �mv mOam N
m� 2p-i 3N0 c-, �7� 01127
T ."f01 p rm' z—v mzm 0 ODo= pl G�
N Z m .00 ..{m00 r=1 x DZ
010 0:E ?cps Nn OHO m�mr q
zm- mzm wr p gm1 -m
rn= i rD-<zm corn 'T 219 m9 Nz 0me mop
50 O rmN mp0 mm Dx T— z� map
1 m <-4p mm 1OR mN �o oma
_ o y5z oznh `1Do 1x map C)
m mg n o xKx 74t -+ o s N
Y� vZ �'I O<D ~z'i Dmm rn �'>
O
m0 Z0m i m -1 o mE)C mm
�m m0 O x�v o
0m < 0 �� x
A m 0
Reused By: Date: Revision: Dmwn W. z y m>m.
JR 04/22/16 NO CHANGE THIS J ROSOWSKI '�4'"o
J
'.i,.' SHEET 9 c°
Revised W. Data: Revisfon: Drown Date: n n�_n
4/01/11 Foie
i-z: --^ cG Description:
ANCHOR SPACING,TEMP. GLASS o
w p '•T"� ^ 1070 TECHNOLOGY DRIVE Tdia: 4.
; ;'• ` t� N.VENICE, FL 34275 FIXED WINDOW INSTALLATION GUIDELINES'
P.O, eox 1529
NOKOk. •34274 Series/Modal: Scale: Sheet: Drawing
NW
CERT. OF, s X29296 PW-220 NTS 6 OF 8 MD-P� �:)-01 C
rr1 �t'j a<
TABLE 7:
ED
Maximum Anchor Spacing Allowed for all Frame Types,(In) Glass:3116"or 114"Annealed Glass,Monolithic or Insulated Frame:Architectural Shapes coop(i Inti he
ax complying 1viN Na Flvrld6
Long side On),* 53.665 55 57 60 62 65 68 72 75 80 84 90 96 102 110 120 130 .144 145 Building Coda
Acceptance too lG'O 5.O�
Ancho.Groupo A fiC A BC A BC A 9C8 A,BBC&BBC A,BSC A.BBC A,BBC ABBC A68C&BBC A,BBC&BSC A,BSC A,BSC A,"88C g88C A,BBC 1�p!ralion❑.[e J
19 16 16 16 16 16 78 16 16 16 16 16 18 16 16 16 16 16 16 16 i6 16 16 is B)
20 16 16 16 16 15 16 18 16 76 16 18 16 16 16 16 16 76 16 IB 16 16 76 NI -1
i)o Prolktc[Caiirol
22 16 16 16 16 16 16 18 18 16 16 16 16 16 16 16 16 1s 16 16 16 16
24 16 16 16 16 16 16 16 1s 16 16 78 16 is 16 16 16 16 16 i6 16
26 16 18 16 16 16 16 16 16 16 16 18 16 16 16 16 16 16 _ 16 16
28 16 16 16 16 16 76 16 16 16 16 is 16
76 16 16 16 16 1fi V
30 16 16 16 16 16 16 16 16 16 18 16 16 1B 16 16 16 16 U) S
32 1fi 16 16 16 16 16 16 16 76 16 t6 t6 16 16 16 16 j
34 16 16 16 16 16 16 16 16 15 16 16 16 16 16 t8
NOTES =O O W O
N
36 16 16 16 16 16 16 16 16 16 16 16 16 16 16
3a 79 16 is 16 is 16 t6 16 is 16 16 16 Is 1)USE THESE TABLE FOR ALL ARCHITECTURAL Z ' '1
40 16 16 16 16 16 16 16 1s is 76 76 16 SHAPE WINDOWS.TABLE 71S TO BE USED FOR W $ J
az 75.9 16 18 1a 1s 16 16 16 76 1e is ANNEALED GLASS;TABLE 81S TO BE USED FOR W
44 15.4 1s 15.6 7s 18 16 16 is is 1e TEMPERED GLASS. o } (L
46 a 1s 15.2 16 15.5 16 1s tfi 1e 2 FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT
48 14.4 16 14.7 16 is., 16 156 16 ) pp
so 13.9 16 14.2 16 14.6 16 AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN = O z e
52 13.4 t1 13..7 16 ON THE TABLE. W O
53.655 1S.2 t6
Do
3)FOR SQUARE OR RECTANGULAR WINDOWS,USE 0 LLJ W LL
THE TABLES ON SHEETS 5 OR 6. "r Q J $O
TABLE 8:
Maximum Anchor Spacing Allowed for all Frame Types,(in) Glass:3116"or 114"Tempered Glass,Monolithic or Insulated Frame:Architectural Shapes 4)THE WINDOW WIDTH AND HEIGHT MAYBE o = Q j~
REVERSED TO OBTAIN A MORE ACCURATE RESULT Z �.
Long 81tle On)b 75.894 77 eo 82 e4 67 80 92 s6 B8 FROM THE TABLE(SEE FIGURE,THIS SHEET). (n c
Anchor Group a A B C A B C A B C A B C A B C A B C A e C A B C A B C A B C 5)USE THE SPACING SHOWN ON THE TABLES FOR 1p U y Z
39 9.1 13.8 16.0 9.1 13.9 16.0 9.2 14.1 16.0 9.3 14.2 16.0 9.4 14.3 16.0 9.5 14.4 16.0 9.6 14.6 9.6 14.7 16.0 9.7 14.8 16.0 9.e 14.9 16.0 THE ENTIRE WINDOW FRAME.
40 8.0 13.7 1e.0 9.0 13.8 18.0 9.2 13.9 16.0 92 14.1 16.0 9.3 14.2 16.0 94 14.3 18.0 9.5 14.5 18.0 9.6 14.6 16.0 9.7 14.7 16.0 9.8 14.8 16.0 N Q Q
42 8.8 13.5 16.0 8.9 13.5 16.0 9.0 13.7 16.0 9.1 13.8 16.0 9.2 13.9 16.0 9.3 14.7 16.0 9.4 14.3 16.0 9.4 14.4 16.0 9.5 14.5 18.0 9.8 14.7 16.0 6)TIP-TO-TIP DIMENSIONS FOR FLANGE WINDOWS `1 �' Q
44 6.7 132 ifi.0 8.7 13.3 16.0 8.8 13.5 16.0 8.9 13.6 16.0 9.0 13.7 16.0 9.1 13.9 16.0 9.2 14.1 18.0 9.3 14.1 16.0 9.4 id.3 16.0 9.5 16.5 16.0 SHOWN.FOR FIN WINDOWS OR BUCK DIMENSIONS, mayx,- O
46 8.5 13.0 16.0 6.6 13.0 16.0 8.7 13.3 16.0 8.8 13.4 16.0 8.9 13.5 18.0 9.0 13.7 16.0 9.1 13.8 16.0 9.2 13.9 16.0 8.3 14.1 16.0 9.4 14.3 76.0 O 5 cc 1) Z tV
48 8.4 12.7 18.0 8.4 12.8 18.0 8.8 13.0 16.0 8.6 13.2 16.0 0.7 71.3 16.0 8.8 13.5 16.0 9.0 13.6 16.0 9.0 13.7 16.0 9.2 13.9 16.0 9.3 14.1 16.0 SUBTRACT 1'. O
50 6.2 12.5 16.0 8.3 128 16.0 8.4 12.6 18.0 8.5 12.9 18.0 8.8 73.1 18.0 8.7 13.3 16.D 8.8 13.4 16.0 8.9 13.5 16.0 9.0 73.8 18.0 8.1 13.9 16.0 TABLE DIMENSIONS MAYBE i p CL
52 8.0 12.2 16.0 a.1 123 16.0 8.2 12.6 16.0 8.3 12.7 16.0 8.4 12.8 16.0 8.6 13.0 16.0 0.7 13.2 18.0 8.8 13.3 16.0 8.9 13.6 1fi.0 9.0 13.7 16.0 ORIENTED VERTICALLY OR $ $ •c'U W m n-
c 54 7.9 12.0 16.0 7.9 12.1 16.0 8.1 12.3 16.0 8.2 12.5 16.0 8.3 12.6 16.0 6.4 126 16.0 a.6 13.0 16.0 8.6 13.1 16.0 8.8 13.4 16.0 8.9 13.5 16.0
° 56 7.7 11.7 10.0 7.8 11.8 16.0 7.9 12.1 16.0 8.0 12.2 16.0 8.1 12.4 16.0 8.3 126 16.0 8.4 12.8 16.0 8.5 12.9 16.0 8,7 13.2 16.0 8.8 13.3 16.0 HORIZONTALLY AS SHOWN. 's 'm k Z X t
&Q �� h
58 7.8 11.5 15.7 7.8 11.6 15.8 7.8 11.9 16.0 7.9 12.0$08....07 12.2 16.0 8.1 124 18.0 8.3 12.6 16.0 8.4 127 16.0 8.5 13.0 76.0 8.fi 13.1 16.0 LONG60 7.4 11.2 15.3 7.5 11.4 15.5 7.6 11.8 75.8 7.7 11.8 12.0 16.0 8.0 12.2 16.0 8.1 12.4 16.0 8.2 125 16.0 8.4 12.6 16.0 SIDE
62 7.2 11.0 15.0 7,3 11.1 15.1 7.5 71.4 15.57.6 11.8 11.7 160 7.9 120 18.0 9.0 12.2 76.0 8.1 12.3 16.0 �-►-- LONG SIDE6.1 7.1 10.8 14.7 7.1 10.8 14.8 7.3 11.2 15.2 7.5 11.3 71.5 15.7 7.7 11.6 16.0 7.9 12.0 18.0 '7- ®fib 8B 10.5 14.37.0 10.6 14.5 14.9 7.3 11.1 111 154 7.fi 11.5 15.7 ��68 6.7 10.3 14.0 6.8 10.4 14.1 7.0 10.7 14.8 TO 10.8 17751SHORT i70 8.8 10.0 13.78.7 10.1 13.8 6.9 70.5 14.3 7.D 10.7 SIDE '
72 6.4 9.8 13.3 6.5 9.9 13.5 6.4 9.8 13.3 Size.
_ I SHORT =gym
74 8.3 8.5 13.0 8.3 9.7 13.2 �I SIDE O- - 1.
75.894 6.4 10.0 13.9 f1 6-
74
O O
6 Y
OZ 2 R
� U
TABLE 8,CONT.:
Maximum Anchor Spacing Allowed for all Frame Types,(in) Glass:3116"or 114"Tempered Glass,Monolithic or Insulated Frame:Architectural Shapes
Long Sid.On)b 102 106 110 115 120 125 130 137 144 145
Anchor Gtoupb A B C A B C A B C A B C A B C A B C A B C A 6 C A B C A B C
39 15.0 16.0 10.0 1 18.0 10.111 5.3 6.0 10.1 1 1D,2 1 .8 6.D 0.3 1 6.0 10.4 15.8 16.0 10. .9 6.0 1 76.0 16,0 10.8 6. i.D
40 9.8 15.0 16.0 9.9 15.1 18.0 10.0 15.2 16.0 10.1 15.4 16.0 10.2 15.5 16.0 10.3 15.6 16.0 10.3 15.7 16.0 10.416.0 10.5 16.0 16.0
42 9.7 14.6 16.0 9.6 14.9 18.0 8.9 15.0 16.0 10.0 15.2 16.0 10.1 15.3 16.0 10.2 15.5 18.0 102 15.6 76.0 10.3 15,7 10.0
`- 44 9.6 14.6 16.0 9.7 14.7 16.0 9.8 14.9 16.0 9.8 15.0 16.0 10.0 15.2 16.0 10.1 15.3 16.0 10.2 15.4 18.0
$_ 46 0.6 14.4 16.0 9.8 14.6 18.0 9.7 14.7 16.0 9.8 14.8 18.0 0.9 15.0 16.0 10.0 152 16.0
y Y
4B 9.3 742 16.0 9.5 14,4 16.0 9.6 14.5 16.0 9,7 14.7 18.0 9.8 14.8 16.0
° 50 9.2 14.0 78.0 9,3 16.2 16.0 9.4 14.4 16.0 9.6 14.6 16.0
f° 52 9.1 13.9 16.0 8.2 I4'.0 18.0 9.3 14.2 16.0 '.�(),,..........
54 9.0 13.7 16.0 9.1 13.9 16.0 1 1;•
56 8.9 13.5 16.0 �. t!n;1~1 1`•.
r••A.LVNNIMIL�ER,P.E.
P.E.#587D5
rAt WSJ ala. �
2.000" —�
062" —�
1 90a CORNER ANGLED/CURVED 90'CORNER ANGLED/CURVED844
FRAME FRAME FRAME I T 262" +
FRAME
ASSEMBLY �( ! ASSEMBLY ASSEMBLY I ASSEMBLY L .500"
.062'
2 FLANGE I I O 6 63-T 2 ALUMINUM
2.000" —�
6
. 2" -�-
e I I •��
1 1 z II
.344' 282'
.282
I� 14 15 I� 2 TF T-
14
14 15 MITERED FRAME ( 1.125*
MITERED FRAME 1 WITH FRAME
WITH FRAME WELDS AT ,I
WELDS AT SCREW BOSSES I -050"
SCREW BOSSES
OINTEGRAL FIN FRAME
ASSEMBLY DETAILS FOR FLANGE FRAMES ASSEMBLY DETAILS FOR FIN FRAMES 6063-T52 ALUMINUM
TABLE 9: .735"
SILICONE HOT-MELT BUM Item PGT PGT
STRUCTURAL Deetrlp6on
SILICONE # 11w9.# PGT
.055"
STRUCTURAL 3116"NOM.
POLYISOBUMEN 1/4"NOM. FOAM 1 502 68372 Fange Freme
WITH DESICCANT WITH 2 521 69097 IdGla i g Frame O GLAZING BEAD
DESICCANT 3 503 61166 Glazing Bead 6063-T5 ALUMINUM
EXT.GLASS EXT.GLASS 4 See this Kotmneding 4SG TPS Spacer System
5 Sheet Ouanex Super Spacer nXf with Hot Melt Butyl
6 10, ouanex Duraseal
7 Mated.Cardnal N.Edge Spacer
8 Dery 899 Silicone or EQinelerd
INT.GLASS INT.GLASS 9 549 70589C Gasket(at 90'cornerjdnts)
10 1208 61308K —Closed Ceti Foam Tape
KODISPACE SUPER 11 1052 71052K Selling Block 1116'x 3/4'x1'
O12 1285 712651K Setting Block 1116"x 3'16'x 1-112"
4SG TPS SPACER'p'NXTTm 14 1181 7834AA #8XTCPHPNSMS
15 781PSTX #8X3'4"PH PN SMS-.S.S. 1
ALUMINUM 16 1012 7PWSW 96 X718'PH FH StdS @ 10.112'O.0 Typ.
REINFORCEMENT pOLYIS0. DESICCANT FILL AREA 17 NIS"or 114"Glass
BUTYLENE 18 3(4"[G Glass(with 3116'v 114") MODUCT REVISED
SEAL 5/16"NOM. 19 1"IG Glass(wdh 3'16"a 1f4") as ceaiplying with tho Flati&
5116"NOM. BwlldtngBUTYL Code
SILICONE SEAL +I r 16.0505.03
DESICA ROLL-FORMED - A�ptavee �1D2I
FOAM STAINLESS STEEL ;�•' i.('(NPI; ��� Rewxad Sr. Date. R-hki, Lhcp��+mttort Ueta
EXT.GLASS %.C��•��,cNStv.C!`'fl JR 04/22/16 ADDED IG SPACERS MismiDodepmduct
EXT.GLASS Revteed 8y: Dote: Revlslon:
140.58711
INT.GLASS Dexrip0au Drown By:
INr.cwss : w= BOM&CORNER ASSEMBLY DETAILS J ROSOWSKI
�, +ter Or ; •,��
XL EDGE 1070 TECHNOLOGY 275 Ti Ba: Date
, :
DURASEAL
® m+ 0���•. coR1o° ;` N. VENICE, FL a427s FIXED WINDOW INSTALLATION GUIDELINES
P.O. BOX 1529 4/01/11
SPACER SPACER >!OidA�v`" NOKOMIS, FL 34274 SerkslModel: Seale: I Sheat: Drawing No. Rew
A.LEAN 1111 ECERT. OF AUTH. #29296 PW-220 NTS 1 8 OF 8 MD-PW220-01 I C
P.E-#58705