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CC ` Product Approval
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Product Approval Menu>Product or ApnliCatlon Search>Application List>Applicatio etail
FL# -
�y
Application Type lsl
Code Version 201
Application Status pproved
*Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC
and/or the Commission if necessary.
Comments
Archived
Product Manufacturer Industries
Address/Phone/Email (_PGT
y 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
jrosowski@pgtindustries.com
Quality Assurance Representative
Address/Phone/Email
Category CF!xed
Subcategory Compliance Methodark 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 06/28/2016
Date Validated 06/29/2016
Date Pending FBC Approval
Date Approved 07/03/2016
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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 FI..24.3 Rifi_C CAC 15-05
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 R1.8 II 15-0519.16 F.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 Parry:
243.2 CA-740 Fixed(Large Missile Impact) Aluminum Fixed Window used with Casement/Awning
Limits of Use Certification Agency Certificate
i Approved for use in HVHZ:Yes FI-243 RIS C CAC 15-0519.15.Ddf
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 R18 11 15-0519.15.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:
243.3 JPW-220(Non-Impact) Aluminum Fixed Window
i
{Limits of Use Certification Agency Certificate i
{ Approved for use in HVHZ:Yes FL243 RIS C CAC 16-0505.03.0
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 R18 I. 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) WinGuard Vinyl Fixed Window
t Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL243 R18 C CAC 15-0612.13.Ddf
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 R18 11 15-0612.13.udf
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 Rib C CAC 15-0528.27.Ddr
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 INCA) FL243 R38 11 15-0528.27.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:
243.6 JPW-720(Large Missile Impact) Aluminum Fixed Window
Limits of Use Certification Agency Certificate
Approved for use In HVHZ:Yes FL243 RIB C CAC 15-0528.26.0
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 R18 li 15-0525.26.pdf
l 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 PW-820(Large Missile Impact) Aluminum Fixed Window
Limits of Use Certification Agency Certificate
Approved for use In HVHZ:Yes FL243 R18 C CAC 15-052S.26.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 RIS i1 15-0528.26.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:
243.8 PW-2720(Large Missile Impact) Vinyl Fixed Window
Limits of Use Certification Agency Certificate
Approved for use In HVHZ:Yes FL243 RIB C CAC 13-1125.04.ndf
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 RIS I: 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 Wiindow
Limits of Use Certification Agency Certificate
Approved for use In HVHZ:Yes FL243 R18 C CAC 15-0609.06 LM.odf I
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date 1
Impact Resistant:Yes 08/16/2017
http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqu3mwFvZ35 V... 7/19/2016
Florida Building Code Online Page 3 of 3
Design Pressure:N/A Installation Instructions i
Other:Please see the Miami-Dade County Notice of Acceptance(NOA) FL243 R18 Il 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 RIB C CAC 15-0609.07 SM ndf
Approved for use outside HVHZ:Yes
PP Quality Assurance Contract Expiration Date I
Impact Resistant:Yes 04/17/2018
Design Pressure:N/A Installation Instructions
Other:Please see the Miami-Dade County Notice of Acceptance(NOA) FL243 R18 II 15-0509.07 SNt odf
for product performance information,anchorage details,and anchor Verified By:Miami-Dade BCCO-CER
type,size,and spacing informatio Created by Independent Third Party:
( Evaluation Reports
Created by Independent Third Party:
243.11 4 IPW-5420(Non-Impact) Vinyl Fixed Window
Limits of Use Certification Agency Certificate
Approved for u in HVHZ:Yes FL243 R7.8 C CAC 14-
Approved for u e outside HVHZ:Yes Quality Assur n x (ratio ate
Impact Resista t:No 0 @1by
Design Press :N/A nstalnstructions
(
Other:Please see he Miami-Dade County Notice Acceptance(NO ) FL243 14-0930.24.00f
for product performa 'n formation,anchora etails,and anchor Verifieiami-Dade BCCO-CER
type,size,and spacing infor atedependent ThirEvaluaports
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 Ft.243 R1.8 C CAC 1.5-0415.0?.Edf
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) FI-243 R1E I' 15-0415.02.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 j
Created by Independent Third Party:
243.13 PW-5520(Large Missile Impact) Vinyl Fixed Window '
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL243 R3.8 C CAC 14-0930.25.odf
Approved for use outside HVHZ:Yes i
pp Quality Assurance Contract Expiration Date
Impact Resistant:Yes 04/30/2020
1 Design Pressure:N/A Installation Instructions
I Other:Please see the Miami-Dade County Notice of Acceptance(NOA) FL243 R18 I' 14-0930.25.Ddf !!!
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:
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 PIS C CAC 15-0415.01.Odr
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 1218 IT 15-0415.01.odf
for product performance information,anchorage details,and anchor Verified By:Miami-Dade BCCO-CER
type,size,and spacing information. �v 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.Coovrieht 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement
Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic
mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.-Pursuant to Section 455.275
(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The
emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,
please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please
click here.
Product Approval Accepts:
r:: _ Ed
Credit Car _
S-1`—
http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqu3mwFvZ3 5 V... 7/19/2016
MIAM4DADE 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) w-*vw.miamiaade.aov/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 AHI(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 hereinLand has been designed com ly with the Florida Building
Code,including the High Vel urricane DESCRIPTION: Series` W-5420 Vinyl" Fixed Window—N.I.APPROVAL DOCUMEN 'n No. 5420. xe Window NOA (NI)", sheets 1
through 9 of 9,dated 09/09/14,prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.F..,
bearing the Miami-Dade County Product Control Section Approval stamp with the Notice of Acceptance
number and approval date by the ' e County Product Control Section.
MISSILE IMPACT RATI :None
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 q 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 proposes 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 consists of this page l 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.
ip
4-0
MIAMI•DADECOUNTY iration Date: April 30,2020 .
�� •... , �23 J1�, Approv
/ Page 1
PGT Industries,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
2. Drawing No. MD-5420.0 titled "Vinyl Fixed Window NOA (NI)", sheets 1 through 9
of 9, dated 09/09114, prepared by manufacturer, signed and sealed by Anthony Lynn
Miller,P.E.
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)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 a PVC fixed window,
prepared by Fenestration Testing Laboratory,Inc.,Test Report No.
FTL-7897, dated 08/01/14, signed and sealed by Idalmis Ortega,P.E.
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC-VI
Edition (2014),dated 09/18/14 and 04/07/15,prepared by manufacturer, signed and
sealed by Anthony Lynn Miller,P.E.
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. 12--1120.02 issued to Royal Window and Door Profiles,
Plant 13 for their"White Rigid PVC Exterior Extrusions for Windows and Doors"
dated 02/28/13,expiring on 02/28/18.
2. Notice of Acceptance No. 14-0529.13 issued to Royal Window and Door Profiles,
Plant 13 for their`Bronze and Lighter Shades of Cap Coated Rigid PVC Exterior
Extrusions for Windows and Doors"dated 04/16115, expiring on 04/16/20.
3. Notice of Acceptance No. 14-0529.14 issued to Royal Window and Door Profiles,
Plant 13 for their"Performance Core Rigid PVC Exterior Extrusions for Windows
and Doors"dated 04/16/15, expiring on 04/16/20.
Manuel a P.E.
Product Coll Ex fuer
NOA No. -0930.24
Expiration Date: Apri130,2020
Approval Date: April 30,2015
E-2
PGT Industries,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
F. STATEMENTS
1. Statement letter of conformance, complying with FEC-2010 and FBC-5'"Edition
(2014), dated September 27,2014,issued by manufacturer,signed and sealed by
Anthony Lynn Miller,P.E.
2. Statement letter of no financial interest,dated September 27,2014,issued by
manufacturer, signed and sealed by Anthony Lynn Miller,P.E.
3. Proposal issued by Product Control,dated 6/26/14, signed by Jaime Gascon,P.E.
Supervisor,Product Control Section.
G. OTHERS
1. None.
Manuel Pe r.E.
Product Controlxai ner
NOA No.14- 0.24
Expiration Date: April 30,2020
Approval Date: April 30,2015
E-2
GENERAL NOTES:SERIES 5420 F_-IMPACT RATING DESIGN PRESSURE
NON-IMPACT RESISTANT,VINYL FIXED WINDOW NOT RATED FOR VARIES PER GLASS TYPE,9EE
1)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE IMPACT RESISTANCE TABLES 4-9,SHEETS 6.8
REQUIREMENTS OF THE FLORIDA BUILDING CODE,INCLUDING THE HIGH MAX.BUCK WIDTH SEE TABLES 4-9
VELOCITY HURRICANE ZONE(HVHZ), (SHORT OR LONG SIDE) MAX.BUCK WIDTH SEE TABLES 4-9
(SHORT OR LONG SIDE)
2)SHUTTERS ARE REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS. a,SEE C.SEE 6.hm D SEE MAX.O.C. 9 1.25"MAX,
J.C.SEE TABLES 4
3)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE SHEET 3 SHEET4 . . . . . . . . . . App—ed aq compl)lag with the
COUNTY APPROVED MASONRY ANCHORS.MATERIALS USED FOR ANCHOR Flo'd 9 Id PC
D'It.
EVALUATIONS WERE SOUTHERN PINE,ASTM C90 CONCRETE MASONRY UNITS VISIBLE NUAB . 0
AND CONCRETE WITH MIN.KSI PER ANCHOR TYPE. i VISIBLE
LIGHT WIDTH MAX.BUCK LIGHT WIDTH
4)ALL WOOD SUCKS LESS THAN 1-112-THICK ARE TO BE CONSIDERED IX HEIGHT,SEE
INSTALLATIONS.IX WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY _ TABLES 4-9
TO SUBSTRATE.WOOD BUCKS DEPICTED AS 2X ARE 1-V2"THICK OR GREATER. (LONG OR
1X AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED TO PROPERLY TRANSFER I SHORT SIDE)
LOADS TO THE STRUCTURE.WOOD BUCK DESIGN AND INSTALLATION IS THE
RESPONSIBILITY OF THE ENGINEER,(EOR)OR ARCHITECT OF RECORD.(AOR). VISIBLE VISIBLE
A LIGHT A.BE C LIGHT 0,SEE ry
HEIGHT SHEET
5)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESS G
HEIGHT SHEET
OR STUCCO,USE ANCHORS OF SUFFICIENT LENGTH TO ACHIEVE EMBEOME MAX.BUCK
INSTALLATION ANCHORS SHOULD BE SEALED.OVERALL SEALINGIFLASHING HEIGHT,SEE
STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL HE DONE BY
OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. MAX.O.C. TABLES 4.9
SEE TABLES (LONG OR
6)MAX 114-SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE TH 4-9 MAX.O.C. SHORTSIDE) LU
PRODUCT IS NOT FLUSH TO THE SUBSTRATE.USE SHIMS CAPABLE OFSEE
t T of 8
TRANSFERRING APPLIED LOADS.WOOD SUCKS,BY OTHERS,MUST BE ABL! 0 (1)
SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED ON THEM BY THE T_ , �i Ii >0-n71--a- 0
WINDOW. IS 6'MAX --�'I D 1.25'MAX. 0'q V —
L9
o
7)DESIGN PRESSURES: 0-1 o
A.NEGATIVE DESIGN LOADS BASED ON STRUCTURAL TEST PRESSURE,FRAME TYP,EQUAL-LEG/BOX& TYP.INTEGRAL FIN&J-CHANNEL z LL co
ANALYSIS AND GLASS PER ASTM El 300. FLANGE FRAME(90'CORNER FRAME(90°CORNERS s Uj
S.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE,STRUCTURAL0() x D 6
(ANCHORED THROUGH MAIL FIN) w— 0� 00 '-N
TEST PRESSURE,FRAME ANALYSIS AND GLASS PER ASTM E1300. 1.25'MAX. j-Z ca 0
6"MAX. ci he z
8)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE 0 z 0
WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE.THE z — -
33-1/3%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS 8"MAX LL
* C)
LU
PRODUCT.THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF MAX.O.C.SEE z
ANCHORS INTO WOOD.ANCHORS THAT COME INTO CONTACT WITH OTHER MAX. C. D.C.
DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA SEE TABLES TABLES 4-9 SEE
0 w
BUILDING CODE FOR CORROSION RESISTANCE. 4-9 TABLES C3 .6
• :_� 4-9 (D
9)METAL SUBSTRATE TO MEET MIN,STRENGTH AND THICKNESS REQUIREMENTS MAX.D.C. I :T LLI z
PER CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY THE SEE TABLES to
VISIBLE w
AUTHORITY HAVING JURISDICTION. MSIBLE 4-9 z 713--s-
LIGHT LI Il HT L< _j
HEIGHT g Coll
10)REFERENCES:TEST REPORTS FTL-7897;ELCO ULTRACON NOA;ELCO HEIGHT
LL
.LE
CRETEFLEX NOA;ELCO AGGRE-GATOR INCA;ROYAL WINDOW AND DOOR MAX.BUCK Ui W)
W
HEIGHT,SEE Z z
PROFILES,LTD WHITE&BRONZEILIGHTER SHADES OF CAP COATED PVC MAX.BUCK LU
EXTRUSION NOA!S-,NATIONAL DESIGN SPECIFICATION FOR WOOD HEIGHT,SEE TABLES 4-9 > C7 EL
CONSTRUCTION,ANSI/AF&PA NDS&ALUMINUM DESIGN MANUAL TABLES 4-9 (LONG OR L
VISIBLE (LONG OR VISIBLE SHORTSIDE)
LIGHT WIDTH SHORT SIDE) LIGHT WIDTH .......I
LYNV
GENERAL NOTES.........................1 6'MAX.
. . . . . . . . . . . .
ELEVATIONS.................................1
FRAME,GLASS&ANCHOR 8"MAX. 1.25' &W.•D.C.SEE TABLES 4-9 1.25*MAX. N0.58705
MAX.O.C.
OPTIONS 2 VISIBLE LIGHT FORMULAS SrETABLES41-9 7'
INSTALLATION,FIANCE WIDTH:BUCK WIDTH.4-3fl6' MAX.BUCK WIDTH SEE TABLES 4-9 MAX.BUCK WIDTH SEE TABLES 4-9
EQUAL LEG __.3 HEIGHIT�.BUCK HEIGHT-4-3116• MAX.
(SHORT OR LONG SIDE) (SHORT OR LONG SIDE) • ,Sr
INSTALLATION,INTEGRAL FIN 0;<\
i-CHANNEL ........... 4 TYP,EQUAL-LEGIBOX& TYP.INTEGRAL FIN&J-CHANNEL
GLAZING DETAILS........................5 FLANGE FRAME(CURVED FRAME(CURVED OR ANGLED .......... c'
BOM&ASSEMBLY__................. OR ANGLED CORNERS) CORNERS) "ONAL
DESIGN PRESSURES...................6-8
9 (ANCHORED THROUGH NAIL FIN)
A.LYNN MILLER,P.E.
P'EA 88705
TABLE 1:
WINDOW FRAMES MAY BE ANY OF THOSE SHOWN BELOW:
la Description Table -A'=ANNEALED
'T"=TEMPERED
1 718'I.G.:118"A Exterior Cap+5/8"Air space+1/8'A 4
��
7/8't.G.11 1/8' xte Or so e
3 7 "I.G.:311 B"A Exterior Cap+ r pace+3/16"A 6 Q
4 7t8°I.G.:3116'T Exterior Cep+1/2'Air Space+3/16'T 7 BOX OR rr--�
5 V LG.:1/4'A Exterior Cap+1/2"Air Space+114'A 8 EQUAL
L—rJQ
6 V I.G,:1/4'T Exterior Cep+112'Air Space+1/4°T 9 FLANGE LEG
For o�
TABLE 2:ANCHORS INSTALLED THROUGH FRAME
MIR.Edge Min. MIN.OF 3THREADS
Group Anchor Substrate BEYOND THE METAL
Distance Embedment' SUBSTRATE.FOR
P. .Southern Pine(S(63=0.5) 7/16" —1-31 -8" STEEL STUDS,MIN
#10 SMS - Fu=45 KSI.
(stem,18-8 S.S. Steel,A361 318' 0,050" Q
Steel Stud,A653 Gr.33' 318" 0._0451'(18 Ga.) •UNGROUTED CMU
A or4loSs.} Aluminum,6063-T5" 3t8' 0.050" VALUES MAYBE J-CHANNEL
Q INTINRAL �Q
EL
P.T.Southern PinsSG=0.55 7116" 1-318" USED FOR GROUTED
( ) CMU APPLICATIONS.
3116'steel Ultmcon Concrete(min.2.85 ksi) 1" 1-3/8"
Ungrouted CMU,(ASTM G90) 2-1/2" 1-114"
P.T.Southern Pine(SG=0.55) 9116' 1-318' o0 0
# SMS Steel,A36" 3/8" 0.050"
B (steell,,18 8 S.S. Steel Stud,A663 Gr.33' 318" 0.0451"(18 Ga.)
or 410 S.S.) Aluminum,6063-T5' $18" 0.063"
1/4"alae Concrete min.2.85 ksi " 1-3/4"
C - Ungrouted CMU,(ASTM C-90) 2-1t2" 1-1 ALL ARCHITECTURAL WINDOW SHAPES ES FOR THAT
COMMON EXAMPLES SHOWN.INSCRIBE THE SHAPE INABLOCK(SEE EXAMPLES
114"steel Crete ex Concrete(min,3.35 ksi) 1" BELOW),AND OBTAIN DESIGN PRESSURES FOR THAT BLOCK SIZE FROM DESIGN PRESSURE TABLES 4-9,SHEETS&B.
aCon P. LONG LONG LONG---�I (.+_ SIDE---«-I Imo'-- SIDE---=-t +I SHORT
SIDS S
F+-
steel CreteBex Ungrouted CMU,(ASTM G90) 2-112" 1-114° {r--- - --t r - -- i (---- -
P.T.Southern Pine(SG=0.55) 1" 1318"
D " eel P T.Southern Pine SG=O. po /V 2w. oo
Aggre Gator Grouted CMU,(ASTM C-90} 2" Z. asp %
114"steel Ultracon Conctete(min.2.85 ksl) 2-112" 1.3/4" 1 a Approvid mi complyin6 Willi it,
1/4"steel CreteAex
C.Mi min.3.35 ksl 2-112" 1.3/4" LONG LONG LONG LONG LONG ra ploridn utdin wt
I SIDE -I I- SIDE "i I" SIDE --•1 F- SIDE �{ l� SIDE -i a pore �' O 5
1/4'steel Aggre-Gator Concrete(min.3.275 kst) 1-tt2" 1-318° T ——— r_- —1 T i — — r— r 1 o NDAa
T T I(Ij M m�nqftplolduolt
i i y
Doi poi 00 oa on
i 6r
TABLE 3:ANCHORS INSTALLED THROUGH INTEGRAL FIN yy i wN i NN � yN i
Min.Edge Min. l 1 L
Group Anchor Substrate Distance EmbecimenP 1�t (LYNN rrr 4'
E 2-1/2x.131-Common Nail P.T.Southern Pine(SG-.55) 318' 2-7/16° �10�.•••••••• Yee
2.1/2'Ring-shank Roofing Nail P.T.Southern Pine(SG=.55) 3/6" 2.7/16" 'y1G€NSF 4
P.T.Southern Pine(SG=.55) 112, 1-318 a No.58705 1r
#1steel, " SMS Aluminum,6483-T5' 318- 0.050' VINYL FIXED WINDOW NOA(NI) 9/9/14 �+ t
(steel,18 8 S.S. Steel Stud,Gr.33• 3/8' 0.0451'(18 Ga.) --- i
or 410 S.S.) GLASS/ANCHORS/FRAME OPTIONS e J ROSOWSK{ J o j5:,Irl
F Steel,A36• 318° 0.050" sTy
o A
P.T.Southern Pine(SG=,55) 9/16" 1.3/8" •MIN.OF3THREADS ® z� � �•',FtOR1O P;.
#l, SMS Aluminum,8M3-T5• 318' 0.063" BEYOND THE METAL CERT.OF AVTH.#29296 i SSf�NA��1
(steel,18 8 S.S. Steel Stud,Gr.33' 318• 0,450" SUBSTRATE.FOR 1070 TECHNOLOGY DRIVE n
at 410 S.S.) STEEL STUDS,MIN o
Steel,A38• 3/8• 0.050' Fu=46 KSI. N.VENICE,FL 34275
PW-5420 NTS ° 2OF9 of MD-5420.0 �z aLYNNMLLER,PE.
(941)-480-1600 y P.E.#58705
INSTALLATION DETAILS FOR FLANGE 84 EQUAL-LEG/BOX FRAMES INSTALLATION OPTION 2 INSTALLATION OPTION 3
ANCHORED THROUGH FRAME ANCHORED THROUGH FRAME AND IX
DIRECTLY INTO CONCRETE/CMU. BUCKSTRIP INTO CONCRETEICMU.
INSTALLATION SEE NOTE 2,THIS SHEET,
OPTION 1 EMBEDMENT EMBEDMENT
ANCHOREDTHROUGH EDGE DISTANCE1/4'MAX. 114'MAXI
FRAME INTO 2X WOOD SHIM -02 4 -1 _T
FRAME OR BUCKSTRIP, _SHIM — EDGE
SEE NOTE 2,THIS SHEET. EDGE b*TANCE
EMBEDMENT 5
FLANGE DISTANCE
FRAME -
SHOWN
TYP.ANCHOR TYPE.
__LMAX. TYP.ANCHOR TYPE.
SHIM EMBEDMENT AND EDGE EMBEOMENTAND
DISTANCE PER —EDGE DISTANCE PER
TYP.ANCHORTYPE, SUBSTRATE, SUBSTRATE,SEE
EMBEDMENT AND TABLE 2.SHEET Z
6 EDGE DISTANCE PER SEE TABLE 2,SHEET 2.
SUBSTRATE,SEE
ll L—J 5 TABLE 2,SHEET 2. FLANGE I EXTERIOR 7/r THICK LG. ... .. 7 EQUAL-
FRAME VISIBLE LIGHT WIDTH LEGIBOX
SHOWN FRAME
718'THICK I.G. NOTES: DUCK WIDTH SHOWN
1)USE ONLY SUBSTRATE-APPROPRIATE ANCHORS
LISTED ON TABLE 2,SHEET 2.FOLLOW EMBEDMENT HORIZONTAL SECTION A-A
AND EDGE DISTANCE LIMITS.ANY INSTALLATION
OPTION SHOWN MAY BE USED ON ANY SIDE OF THE
WINDOW. DADE APPROVED MULLION,FSC COMPLIANT ALUMINUM/STEEL FRAMING OR STEEL STUD.
2)MASONRY ANCHORS MAY BE USED INTO WOOD AS MAY BE VERTICAL OR HORIZONTAL.SEE SUBSTRATE PROPERTIES,TABLE 2 SHEET 2.
VISIBLE PER TABLE 2,SHEET 2.ALL WOOD DUCKS LESS THAN 114*MAX.
BUCK LIGHT 1-112'THICK ARE TO BE CONSIDERED IX SHIM
HEIGHT HEIGHT INSTALLATIONS.IX WOOD BUCKS ARE OPTIONAL IF #110OR#12STEEL 114'MAX.SHIM
UNIT IS INSTALLED DIRECTLY TO SUBSTRATE.WOOD SMS(GS),SEE
BUCKS DEPICTED AS 2X ARE 1-1t2'THICK OR TABLE 2,SHEET 2,
GREATER.1X AND 2X BUCKS(WHEN USED)SHALL BE
DESIGNED TO PROPERLY TRANSFER LOADS TO THE
STRUCTURE.WOOD BUCK DESIGN AND
INSTALLATION IS THE RESPONSIBILITY OF THE
ENGINEER OR ARCHITECT OF RECORD,
3)VISIDLE LIGHT WIDTH OR HEIGHT(ALSO REFERRED
TO AS DAYLIGHT OPENING)IS MEASURED FROM
Ammopl)iog vvith Iti,
ed 89
1'THICK I.G. F AL ppfl.rid uld
BEADING TO BEADING. FLANGE OX
FRAME FRAME od�
log
SHOWN N
TYP.ANCHOR TYPE, Q SHOWN Q M am d.product '
EXTERIOR 0
EXTERIOR EMBEDMENT AND EDGE 0
4 DISTANCE PER SUBSTRATE,
RY
vv SEE TABLE 2,SHEET 2. INSTALLATION \G INSTALLATION
EQUAL OPTION OPTION 4
LEG/BOX ANCITOREDTHROUGH ANCHORED THROUGH FRAME i/4"MAX.SHIM FRAME INTO METAL FRAME INTO METAL X.YN
W .......�
SHOWN r1n
o `\CEN
mr�(_� rl r___l
VINYL FIXED WINDOW NOA(NI) 0 9/9/14 N..58705
EMBEDMENT
j
VISIBLE LIGHT FORMULAS o FLANGE&EQUAL-LEG/BOX FRAMES mJ ROSOWSKI
0. '' df'`Tllfl47,
INSTALLATION WIDTH:BUCK WIDTH.4-3fiW
HEIGHT:BUCK HEIGHT-4-3/16' PI.OR%
C9
ANCHORED THROUGH EDGE DISTANCE ONAli- o"
OPTION 2 CERT.OF AUTH.#29296
"k\
FRAME DIRECTLY INTO 1070 TECHNOLOGY DRIVE "I
VERTICAL SECTION B-B N.VENICE,FL 34275 A.LYNN MILLER,P.E.
CONCRETEICMU. 1.1. -5420 NTS 3 OF 9 JXUJ MD-5420.0 1'21
1(941)-480-1600 PW Ix P.E.0 58765
INSTALLATION DETAILS FOR INTEGRAL FIN&J-CHANNEL FRAMES INSTALLATION INSTALLATION
OPTION 6 OPTION 6
114'MAX.SHIM ANCHORED THROUGH ANCHORED THROUGH 1t4'MAX.SHIM
INSTALLATION OPTION 6 EMBEDMENT FRAME INT02X WOOD INTEGRAL FIN INTO 2X WOOD EDGE DISTANCE
ANCHORED THROUGH L- FRAME OR SUCKSTRIP,SEE FRAME OR BUCKSTRIP.SEE
INTEGRAL FIN INTO 2X WOOD EMBEDMENT NOTE 2,THIS SHEET. NOTE 2,THIS SHEET.
FRAME OR BUCKSTRIP.SEE --A T
NOTE 2,THIS SHEET. EDGE 3
J-CHANNEL EDGE DISTANCE DISTANCE 5
FRAME
SHOWNEMBEDMENT
0 TtV THICK I.G.
14'MAX.SHIM TYP-ANCHOR TYPE,
EMBEDMENT AND
ANCHOR TYPE, EDGE DISTANCE PER— I
EMBEDMENT AND EDGE SUBSTRATE,SEE 71
DISTANCE PER SUBSTRATE, TABLE 2,SHEET 2. INTEGRAL TYP.ANCHOR TYPE,
SEE TABLE 3,SHEET 2. (SCREW SHOWN) J-CH I L FIN EMBEDMENT AND EDGE
S (NAIL SHOWN) FRAME F�9� DISTANCE PER SUBSTRATE,
0 171W THICK I.G. FRAME
SHOWN SHOWN SEE TABLE 3,SHEET 2.
EXTERIOR VISIBLE LIGHT WIDTH 7 (NAIL SHOWN)
NOTES: I 'D
BUCK WIDTH
1)USE ONLY SUBSTRATE-APPROPRIATE HORIZONTAL SECTION C-C
ANCHORS LISTED ON TABLES 2&3.SHEET 2.
7!0'THICK I.G. FOLLOW EMBEDMENT AND EDGE DISTANCE
LIMITS.ANY INSTALLATION OPTION SHOWN MAY DADE APPROVED MULLION,FBC COMPLIANT ALUMINUMISTEEL FRAMING OR STEEL STUD.
BE USED ON ANY SIDE OF THE WINDOW. MAY BE VERTICAL OR HORIZONTAL.SEE SUBSTRATE PROPERTIES,TABLES 2&3.SHEET 2.
2)MASONRY ANCHORS MAY BE USED INTO WOOD
BUCK VISIBLE AS PER TABLE 2,SHEET 2.ALL WOOD BUCKS LESS
LIGHT. THAN 1-112'THICK ARE TO BE CONSIDERED 1X
HEIGHT HEIGHT -,L INSTALLATIONS.IX WOOD BUCKS ARE OPTIONAL #10 OR#12 STEEL 1W MAX
IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE, if4*MAX,SHIM SMS(135).SEE
WOOD BUCKS DEPICTED AS 2X ARE 1-1/2*THICK TABLES 2&3, SHIM
OR GREATER,IX AND 2X BUCKS(WHEN USED) SHEET2.
SHALL BE DESIGNED TO PROPERLY TRANSFER
LOADS TO THE STRUCTURE.WOOD BUCK DESIGN
AND INSTALLATION IS THE RESPONSIBILITY OF
I'THICK I.G. THE ENGINEER OR ARCHITECT OF RECORD.
3)VISIBLE LIGHT WIDTH OR HEIGHT(ALSO
REFERRED TO AS DAYLIGHT OPENING)IS
MEASURED FROM BEADING TO BEADING. FIN AND/OR App plyin with th
-j4& —
FIN
FLANGE
9 )-= Florid
AYB
0
11 A=N "�Ay BE
REMOVED IN-FIELD ome 15
T -N�DA U
INTEGRAL FIN EXTERIOR I
EXTERIOR TYP,ANCHOR TYPE,EMBEDMENT FRAME hSHOWN N mID de Prod C.yj
AND EDGE DISTANCE PER 411
SUBSTRATE,SEE TABLE 3,SHEET 2.
INTEGRAL (SCREW SHOWN) INSTALLATION OPTION 7 INSTALLATION OPTION 8
FIN !NST ALLATION THROUGH THE INTEGRAL FIN, INSTALLATION THROUGH THE FRAME, I 1 1,
FRAME 114"MAX.
SHIM INTO METAL,SEE TABLE 3,SHEET 2, INTO METAL,SEE TABLE 2,SHEET 2. LYNN
SHOWN 0
EDGE
INSTALLATION DISTANCE VINYL FIXED WINDOW NOA(NI) 919/14
No.58705
OPTION 5 VISIBLE LIGHT FORMULAS sl ��j J ROSOWSKI
ANCHOREOTHROUGH J-CHANNEL&INTEGRAL FIN FRAME
WIDTH:BUCK MOTH-4-3116- 30 .
S�
INTEGRAL FIN INTO 2X C) S ED
WOODFRAMEOR HEIGHT:BUCK HEIGHT-4.3115` •
BUCKSTRIP.SEE NOTE 2, EMBEDMENT CERT.OF AUTH,#29296 P4ORkO•I'- N
THIS SHEET. 1070 TECHNOLOGY DRIVE
VERTICAL SECTION D-D
N.VENICE,FL 34275A.LYNN MILLER,P.E.
(941)-480-1600 PW-5420 NTS 4 OF 9 18' MD-5420.0 P.E.4 58705
7t8'NOM. 7t8'NOM. 7f8"NOM. 7J8*NOK
VI.Ildh u141 od
Date
NOAH -
118"A GLASS 8"T GLASS 3/16'AGLASS-- 3116"T GLASS blillml U0 .'m I
5/8"AIR SPACE 6/8"AIR SPACE li 'AIRSPACE--T\ 1/2'AIR SPACE— BY.
1/8'A GLASS yl 1/8'T GLASS 3 16"6 GLASS—, 3/16'T GLASS--\
EXTERIOR
<3 EXTERIOR EXTERIOR EXTERIOR
DURASEA DURASEAL. DURASEAL, DURASEAL,
SUPERSPAC:EL� SUPERSPACER ERSPACER— SUPERSPACER
OR CARDINAL SPACER—im R CARDINAL SPACER OR CARD NAL;PACER OR CARDINAL SPACER
GLASS TYPE 1 GLASS TYPE 2 GLASS TYPE 3 GLASS TYPE 4
>
Re
0 rn o
— co
>- 0
c"
03
00)
-1 C)
FD p
Z U_ N[L (D 01 umwa
tj�
1: Lo
a
I"NOM. 1'NOM. LLI 00
EXTERIOR i--Z' In 0 Dma
0> y
U2*NOM.GLASS . q o
114"A GLASS— 114"T GLASS- BITE TVP' z Q.z
O
112"AIRSPACE— 1/2"AIR SPACE— OR(�76�01R(�77D� F 74 z tr>
706
6
1/4"A GLA 1/4"1[GLASS-\ 0 r.r's
< EXTERIOR '), Q U)
<�KXTERIOR Z -1 �2
DURASEAL DURASEAL,--t:K 3: < z
SUPERSPACER— 78 m Im t�
SUPERSPACER < w C3 3T.—Is
X
OR CARDINAL SPACER OR CARDINAL SPACER o 0 o
IrkX z
GLASS TYPE 5 GLASS TYPE 6
TYP.GLAZING DETAIL
LYNN/4fl
.........
No.58705
r
GLAZING NOTES: 0 • �STA.l F..,
ANNEALED
'r TEMPERED .....•...
A.LYNN MILLER,P.E.
P.EX5870
TABLE 4:
Window Design Pressure,(+/-psf) U5o tensa
foorr CYess 1
1/8°A Cap-Airspace-1/8°A Type:
Window Long Side(in) TABLE DIMENSIONS MAY BE
Dimensionsh+1-75.6
54 56 58 62 64 68 72 76 80 84 87 ORIENTED VERTICALLY OR
18 .7 +801-92.6 +801-91,9 +801-91.3 +801-80.3 +80189.8 +80t 88.9 +80t�8.2 +80t 87.5 +80188.9 +801 86,4 +801 B6.t HORIZONTALLY AS SHOWN.
20 .4 +80/•85,2 +801.84.5 +601-83,5 +801.80.6 +1.79.4 +1-77 +/-75.2 +1.74 +/-73.1 +/-72.2 +/-71.5 LONG F1 Hd cd ascomptylugpitB ftiF.
SIDE Florfd BuWinaC
22 ,3 +t-75.2 +/-73.3 +/-71.5 +/-68.4 +1.67 +1.84.4 +1.82.5 +/-60.7 +/-59.2 +158 +1.57.1 ��- LONG SIDE A Darc j
24 +t71.3 +1.68.2 +1.65.7 +1-80.7 +158.5 +1-55.3 +/53.1 +/-51.1 +/-49.7 +/-48.2 +/-47.3 1-1 ami Oa Fyaia C26 .7 +l-70.2 +/.67 +/-63.5 +/-56,7 +1-54.7 +/-50.9 +/-47.7 +/•45.5 +143.7 +/42.3 +/-41.2 SHORT [- -- �
HORT
26 +/88.3 +G67 +1-66.1 +/-83.5 +1-58.3 +/-54 +1.49.5 +1-45.5 +1.42.8 +1.-00.3 +/58 +1-37.1 SIDE Bi
30 +i--65.6 +t-84.1 +1.63.2 +1.62.4 AIM
+156,9 +l 54.4 +t 48.7 +1-45.4 +/42.1 +/-38.9 +/-36,4 _, SSIDE
SIDE
32 +/-63.2 +151.7 +/-80.8 +/-59.9 +/-57,8 +/54.9 +/-50.2 +/45.9 +/-42.5 +/-38,9
is 34 +/-61.2 +/59,6 +158.8 +1-57.8 +/-58.3 +155.1 +/-50.6 +1.46.4 +1.43.2
ry
t 36 +/-59.6 +/57.9 +1-56,8 +1-55.9 +154.4 +/-53.7 +1-50.8 +/-06.8 -- LONG SIDE
rn 38 +158.2 +/58.4 +/-55.3 +1-54.3 +152,7 +/-52 +1.49.5
40 +1.57.1 +155.1 +/-54 +1-53 +1.51,3 +150.5 I r
SHORT
42 +l-56.2 +/_64,1 +1-52,9 +/-51.8 +1$U MAX.O.C,SPACINGIF ANCHORING MA%.O.C.SPACING I F ANCHORING SIDEL LONG
THROUGH THE FRAME PER SHEETS 3&4 THROUGH THEINTEGRALFIN PER SHEET SIDE
44 +1-55.5 +/-53.3 +/.52 +/-50.8 w °H
APPLIES TO A,B,CORDAN[HOItS APPLIESTO EDRF ANCHORS
48 +1-54.9 +/52.6 +/-51.1 ? 85(SEE TABLE 2) (S€E TABLE 3) �
48 +l-53.5 +l-50.8 ly. 4 ❑ CD
51.05 +1.50.0 N er°a H
SHORT I'_ O
r-
��..•�"-�"-_ SIDE d,� rn J
z LL LL- QO M°�a
TABLE 5: '"� W) 8 D CS o
Window Design Pressure,(+)_psi L�emgreb� t Z mO 0ma
for Glass Q
1/8°T Cap-Airspace-118°T TYPa: C7 z a z rn z rn
Window Long S! p � LL
O
Dimensions 60,828 84 66 70 77 80 64 87 92 97 99 Z
32 +801-98.2 +801-96.6 +801-95.6 +80154.7 '+807-93.9 +801.92.4 +801-91.4 +801-90,5 +801-89.5 +80158,7 +801-87.7 +801-88.7 +80/-86.4 roF-
O W I--4S
34 +80l- .5 +801-92.8 +801.91.8 +801.90.9 +80/-90 +80/•88.5 +80/-87.5 +80/-86.6 +801.85.5 +80154.7 +801$3.6 +801.82.6 +801.82.3 a S ❑
36 +80t-91 +801-89.6 +80!-BB.S +80187.8 +80188.7 +80%85.1 +80184 +801-83.1 +801.61.9 +80181.2 }1-80 +J-79 +/-78.7
38 + •88.6 +801.86.7 +801-85.6 +801-84,6 +801.83.7 +80(-82.1 +801-81 +1.80 +/-78.6 +/-78 +1-76.9 +/-75.8 ❑ W z
40 +801.86.3 +801.84.3 +80l-83,1 +801.82.1 +801-81.1 +l-79.4 +1-78.3 +/-77.3 +/-76 +/-75.2 +/-74 ¢ W K °res
a X IL o
42 +801.84.2 +601-82.1 +801.80.9 +/-79.8 +/-78.8 +1.77 +/-75.9 +/-74.8 +/-73.8 +1-72.7 ti ZZ C11
44 +801-82.4 +W-80.3 +179 +/-77.9 +1-76.8 +/-75 +1-73.7 +/-72.7 +1-71.4 y
to 46 +80/-80.9 +1-78.6 +l-77.3 +/-76.1 +/-75 +1-73.1 +1-71.8 +/-70.7 a
t 48 +1-79.7 +1-77.3 +/-75.9 +/-74.6 +/-73.5 +/-71.5 +1.70,1 olltt '�saa ssuag
to 50 +1-78.6 +/-78.1 +/-74.6 +/-73.3 +/-72.1 +1-70
52 +/-77.7 +1-76.1 +/-73.5 +/-72.2 +1.70.9 MAX.O.C.SPACING IFANCHORING MAX,O.C.SPACING IF ANCHORING (LYNNJ��'r'r
54 +/-77.1 +/-74,2 +1-72.6 +/-71.2 THROUGH THE FRAME PER SHEETS 3&4 THROUGH THE INTEGRAL FIN PER SHEET 4 NOTES: 1 t\'t '�}CEriS,c•zeF�Qf
58 +1-76.6 +(-73,6 +1.71.9 APPUES TOB,CORD ANCHORS APPUES TO F ANCHORS 1)BUCK DIMENSIONS SHOWN,
(SEE TABLE 2) (SEETABLF3) = •• NO,58705
58 +(-76.3 +l-73.1 15.5„ 4" 2)FOR SIZES NOT SHOWN,ROUND UP TO THE
60.928 +J-76,1 NEXT AVAILABLE SHORT OR LONG DIMENSION.
3)FOR ARCHITECTURAL WINDOWS(SEE SHEET 2). •• L� 4G 3 IS•:•w;
FIND THE SMALLEST SQUARE WINDOW SIZE IN ('} BAR 441
THE TABLE(S)ABOVE WHICH THE ARCHITECTURAL \•'••,�CORID P.•'G�=•:
WINDOW WILL COMPLETELY FIT WITHIN. ��rs'SJaNAI.
/fill l 110
A.LYNN MILLER,P.E.
PA.#$8705
TABLES:
Window Design Pressure,(+I-psf) Use this tanto TABLE DIMENSIONS MAY BE
for Gbss 3 ORIENTED VERTICALLY OR
3/16"A Cap-Airspace-3/16"A Typal HORIZONTALLY AS SHOWN.
Window Long Side(in) LONG
Dimensions 69.65 71 73 1 75 78 80 85 86 89 92 96 99 SIDE
�- LONG SIDE y
32 +/-76.9 +/-76.4 +1-74.3 +t-725 +1-70.6 +159.3 +1-66.2 +1-65.7 +J-&d,t +1.62.8 +1•60.8 +1-59.8 //%
34 +/-73.7 +/-73.3 +1.71.3 +/-69.7 +/-66.8 +/-65 +/-61 +/50.3 +/58.1 +1.56.3 +/-54.7 +1-53.8 �- Approved as eampl3il Rd lLa
36 +1-71 +/-70,5 +J-69.8 1/87.9 +/-64.4 +162,5 +157.2 +/_56,3 +1-54.7 +1-52.9 +1-60.9 +1-09.7 1 SHORT Flori_ oat, Uuldin� 'All 4�b
SIDE O I
38 +1.68.8 +/-68.1 +1"67A +/-68.8 +/-63.5 +/-61 +155.6 +/-54.9 +1-52.7 +1-50.6 +/-08,2 +/-46.4 SHORT IvpaR
40 +/-68.4 +/-65.9 +/-85.2 +1-84.6 +/-63,2 +/.60.7 +1-55.1 +l-54.2 +/52 +149.7 +/48.4 +/45.2
SIDE I M al Dude Product Ird
42 +/-84.8 +1.84 +1-63.3 +1.62.8 +1-81.7 +1.60.5 +1-55.1 +154.2 +1-51.7 +1.49.1 +148.3 +1-44.5
44 +1.629 +152.4 +/-61.6 +/•60.9 +/50 +/-59.4 +155.1 +/"54.2 +/-51.8 +1.49.1 +/-46.1 +/-44.5
46 +/.61.5 +150.9 +/-60.1 +1-59.4 +1-58.4 +/-57.8 +/-55.1 +/-54.2 +/-51.8 +/-49.3 +148.3 +/-44.5 {�- LONG SIDE - �{
48 +1.60.2 +t-59.8 +/-58.8 +1-58 +J57 +/-58.4 t/-55 +154.2 +1-51.8 +/49.5 +/48.4 +144.6
50 +15 58.5 9.1 +/ +/.57.6 +1.56.8 +/-55,8 +/-55.1 +/53.7 +/-53,4 +15SHORT
1.8 +/49.5 +/-08,8 SIDE LANG
0 52 +158.1 4/57.5 +/-56.8 +/-55.8 +/-54.6 +1.54 +1-52.5 +/-52.2 +151,5 +1.49.3 SIDE
y 54 +/57.3 +156.8 +1-55.7 +1.54.8 +1-53.7 +1-53 +1-51.4 +/-51.1 +/-50.4
Be +15(.6 +1-55.9 +1-54.9 +/54 +1.52.8 +/-52 +1.50.4 +/50,2 -
57 +1.56.3 +/•55.5 +/-54.5 +1-53.6 +/-52.4 +151.6 +/•50 NOTES: w Y
60 +/-55.5 +/-54.7 +/-53.6 +1528 +/-51.3 +150.5 1)BUCK DIMENSIONS SHOWN. > to 7a8
SHORT O_'
62 +155.1 +/-54.2 +/-53.1 +J-521 +/50,7 MAX.O.C.SPACING IF ANCHORING MAX.O.C,SPACING IFANCHORING 2)FOR SIZES NOT SHOWN,ROUND UP TO THE SIDE ❑ W 0 p
64 +I5d.8 +1-53,9 +1.52.7 +/-51.6 THROUGHTHE FRAME PERSHEEFS 3&4 THROUGH THE INTEGRAL FIN PER SHEET4 NEXT AVAILABLE SHORT OR LONG DIMENSION. u) N aroO K CD
BE +154.5 +153.6 +152.4 APPLIES TO A,B,COR D ANCHORS APPLIES TO EOR F ANCHORS 3)FOR ARCHITECTURAL WINDOWS(SEE SHEET 2), 0 m A(SEE TABLE 2) (SEETABLE 3) FIND THE SMALLEST SQUARE WINDOW SIZE IN O•••1 rn 23 7e d
68 +/83,6 +/-53.1 S5"
3-FOR E ANCHORS,4"FOR F ANCHORS THE TABLE(S)ABOVE WHICH THE ARCHITECTURAL Z L r LL m uMwO
69,65 +/.52.8 2 Lj
WINDOW WILL COMPLETELY FIT WITHIN. UU_ X N d
TABLET: 1- m
_
z O neo
Window Design Pressure,(+i-psf) UlueOft table C3 �?O m z ED
for Gbsa ¢ r Z D•z Q W LL
3/16"T Cap-Airspace-3116"T Type: O W O
Window Long Side On Z M t-
Dimensions 81.52 83 85 87 89 92 94 97 99 103 107 110 113 118 122 126 132 138 144 p LL r,,,js
46 +801-94 +801-93.3 +801-92.5 +80/.91.7 +80/-91 +801"89.9 +801-89.3 +801.88.4 +801.87.9 +801.86.8 +801-85.9 +80/55.3 +801.84.7 +801.83.8 +801-83.1 +801.82.5 +801-81.7 +801-80.9 +80180.3 in Z
48 +801-91.6 +80/-90.9 +80/-90.1 +80/-89.3 +801.88.5 +80/-87.5 +80/-86.8 +80/-85.9 +801.85.3 +80/-84.3 +80/-83.3 +80/$2.7 +801.82.1 +801.81.2 +801.80.5 +/-79.9 +J-79 +/-78.3 to F
50 +601.89.5 +801.88,8 +801.87.9 +801-87.1 +841-88.3 +801-85.2 +801-84.5 +801-83.6 +801-83 +601-82 +801-81 +80/-80.3 +1-79.7 +t-78.7 +1-78.1 +1-77.4 +1-76.6Q w z
Bran-
524801-87.6 +80(-86.9 +80/.86 +80/-85.1 +801.84.3 +801.83.2 +801-82.5 +801.81.5 +80/-80.9 +/-79.8 +/-78.8 +/-78.1 +1-77.5 +1_76.5 +1-75.8 +/-75.2 o X CL o
54 +80155.9 +80155.2 +801-84.2 +80/-83.3 +801.82.5 +801-81.3 +801"80.6 +/-79.6 +1-79 +1-77.9 +/-76.9 +/-76.2 +/-75.5 +/-74.5 +1.73.8 I LL Z a
56 +801.84.4 +801-83.6 +801"82.6 +801-81.7 +801-80.8 +1-79.7 +/-78.9 +1-77.9 +1.77.3 +1-76.1 +1-75 +t-74,3 +/-73.7 +1-728 Z C71
68 r+/-79.8
+80/-82.2 +80/-81.2 +801.80.2 +/•79.4 +1-78.1 +/-77.4 +/-76.3 +1-75.7 +1-74.5 +1-73.4 +1-72.7 +/-72
c
60 +e0/-81 +/-79.9 +178.9 +1-78 +/-76.7 +J-76 +/-74.9 +1.74.2 +/-73 +/-71.9 +/-71.1
62 +1-79.9 +J-78.8 +/-77.8 +1-76.8 +1-75.5 +/-74.7 +1-73.8 +i-72.9 +1-71.6 +/-70.5
to 64
0 67 +/_77.7 +1-76.4 +(-75.3 +l-74.3 +/-72.8 +/-725 +1-70.7 ++17708 +/70.3LYNIV 41to 68 +1-77.3 +1-76.1 +t-74.9 +J-73.8 +t-72.4 +t-71.5 +1-70.3 q��,'' �-10ENS�
70 +/-77.7 +1-76.7 +/-75.4 +/-74.2 +/-73.1 +1-71.5 +/-70.6 * sF
No,58705
72 +1.77.2 +/-76.1 +/-74.8 +1-73.5 +/-72.4 +1-70.8 _
74 +1-76.8 +/-75.7 +1-74,3 +i-73 +1-71.8 MAX.O.C.SPACING IF ANCHORING MAX.O.C.SPACING IF ANCHORING -.0
76 +1-78.6 +/-75.3 +1-73.8 +1.72.5 THROUGH THE FRAME PER SHEETS 3&4 THROUGHTHE INTEGRAL FIN PER SHEET4 --0
78 +1-78,3 +1-75 +1-73.5 APPLES TO B,C OR D ANCHORS APPLES TO F MCHORS �r '•.,F(ORtpP." \� `
(SEE TABLE 2) (SEETABLE 3) '���s „G
80 tt-78.2 +J-74.9 `_
15,s 3.3" /ONAL E
81.52 +L76.1 A!
A.L1ftSt119ILLER.ER,P.E.
P.E.q 58705
TABLE 8:
Window Design Pressure(+/-psQ We this TABLE DIMENSIONS MAY
for Glass8 ORIENTED VERTICALLY OR
1/4"A Cap-Airspace-114"A Type: HORIZONTALLY AS SHOWN.
Window Long Side(n) LONG
Dimensions 81.52 83 85 87 89 92 94 97 99 103 107 110 111 SIDE
I••�-- LONG SIDE
46 +1$7.1 +J-66.7 +t-68.1 +1-65.3 +/-83.2 +t-60.1 +1•58 +1-55.1 +t-53.6 +(-51.3 +148.8 +148.8 +!•48A i
48 +1•65.4 +156 +/.64,3 +/-63.8 +152.8 +1-59.8 +/-57.8 +1-54.9 453.5 +/-50.6 +1-47.9 +1-46.3 +1.45.7 Approvedascompt)fogMEhtte+
SHORT Florid a10 Cpdo
50 +/•63.9 +/-83.4 +/-62.8 +/-62.2 +/-61.8 +1.59.4 +/-57.2 +1-54,9 +/53.5 450.8 +/-47.3 +1-45.9 +1.45.4 SIDE I Nina
52 +1-62.6 +1.62.1 +t5t4 +/•60.8 +t-80,2 +/-59.2 +/57.1 +1-54.7 +/-53.5 +(50.6 +f47.5 +/-45.7 +145.4 SHORT 1111 1 adePral rJ Im1
SIDE
54 +1.81.4 +/-60.8 +/-80.2 +1-59.5 +/58.9 +1-58.1 +1-56.9 +1-54.7 +/53.3 +1-50,6 +1-47.5 +145.9 +1.45.4 lix P'
56 +1.80.3 +/-59.7 +t•59 +(.58.4 +(57.7 +1.58.9 +156.4 +/-54.5 +153.3 +1.50.4 +1-47.5 +145.9 +/45.5 --1
58 +1.59.3 +/58.7 +1-58 +1-57.3 +/-56.7 +1-55.8 +1-55.3 +/-54.4 +1-53.1 +/-50.4 +147.7 +1.45.9 +/45.5
60 +1-58.5 +1-57.8 +1-57.1 +1-56.4 +/-55,7 +/-554.8 +/54.3 +1-53.5 +/-52.7 +1-50.4 +/-47.7 +1-45.9 ] -- LONG 610E --��
m 62 +1.57.7 +1.57.1 456.3 +1-55.5 +1-54.9 +1-53.9 +(.53,3 +1-52.5 +1.52 +149.9 +1-47.7- LONG
o +(49.3 SHORT 6/ SIDE
� 64 +157 +(56A +(55.5 +154.8 +154.1 +l-53.1 +1-52.5 +/-5L +151.2 7 SIDE Y� �
t 67 +/58.2 455.5 +/-54.6 +1-53.8 +153 +/52 451.4 +/-50.5 +/-50
m 68 +/-55.9 +1-55,2 454.3 +153.5 +152.7 +/-51,7
70 +/-55.5 +1-54.8 +153.8 +/53 +/.52.2 +151.1
72 +/55.1 +/-54.4 +/53.4 +1.52.5 +1-51.7 +/-50.6 i i W Y
NOTES: �•1 SHORT f"_ (n nay
74 +154.6 +1.54 +153 +1-52.1 +15L3 MAX.O.C.SPACING IF ANCHORING MAX,O.G SPACING IFANCHORING 1)BUCK DIMENSIONS SHOWN. SIDE a. m
THROUGH THE FRAME PER SHEETS 3&4 THROUGH THE INTEGRAL FIN PER SHEET4
76 +1-54.6 +/-53.8 +J-52.7 +1-51.8 } d as p o
78 +/-53.8 +/-52.9 +/51,9 APPLIES TOA,B,COROANCHORS APPUE570 EORf ANCHORS 2)FOR SIZES NOT SHOWN,ROUND UP TO THE
(SEE TABLE 2) (SEE TABLE 3) NEXT AVAILABLE SHORT OR LONG DIMENSION. C9 of N a
80 +/52,6 +/-51.811
O M chi
SS" 2.6°FOREANCNORS,A"FOREANCHORS 3)FOR ARCHITECTURAL WINDOWS{SEE SHEET 2), 0-
81.52 +J-51,5 FIND THE SMALLEST SQUARE WINDOW SIZE IN Z LL LLcc
u-o
THE TABLE(S)ABOVE WHICH THE ARCHITECTURAL S d "•'
WINDOW WILL COMPLETELY FIT WITHIN. U U_ K 6
TABLES; LU 1-Z p00
0 I a,a
Window Design Pressure,(+/-psf) uselUdsTypm 6 Ci p v z U
1/4"TCB -Airspace-114'T Tpe Qz n z °' ¢ In LL
Window Long side¢n) O -3 O
Dlmenslons 84.85 B6 90 92 94 97 100 102 105 109 112 1 116 120 124 128 133 138 144 Z Q ib
46 +801-96.2 +80!55.7 +80194.2 +80(53,6 +601-92.8 +80%91.9 +801.91.1 +801-90,6 +80/-89.8 +80188.9 +601.68.2 +801.87.5 +e0/-86.7 +80/-86.1 +801-85.5 +801-84.8 +801.54.1 +801.83.5
rn O ill #5545
48 +801-93.7 +801-93.2 +801-91.6 +801.90.9 +84'-90.2 +80%89.3 +80148.4 +801-87.9 +801-87.1 +815.5 +0.8. + 081.3 +8010.6 Z
50 +801.91.5 +801-91 +80189.3 +801•88,6 +881.87.9 +80/•86.9 +e01-86 +80/•85.5 +801.84.7 +80183.7 +801.83 +801-82.2 +80%81.5 +80f.80.8 +801-80.2 +1-79.4 +1-76.8 +/-78.1
62 +80189.4 +86!-eS.9 +801-87.2 +80t-me +e0?-65.7 +e0/-84.7 +80f-83.8 +60/-83,3 +80/•82.4 +801-61.5 +80150.8 +/-80 +/-79.2 +1.76.5 +1-77.6 +1-77.1 +1.76,4 (1) Z
Lu WD'
64 +801-87.6 +6W-87.1 +801.85.3 +80154.5 +8d•83.8 +801-82.8 +801-51.8 +801-81.2 +80/80.4 +/-79.4 +1.78.7 +/-77,9 +J-77.1 +/-76.4 +/•76.7 +/-74.9 ,� X 0•- o
56 +801.86 +501.85.4 +80/-83.6 +80/-82.6 +801.62 +801.81 +1.80 +/-79.4 +/-78.6 +1-77.5 +(-76.8 +/-75.9 +1-76.1 +174.4 +1-73.7 O u- z N
58 +Wt-84.6 +80/-83.9 +801.82.1 +80181.2 +8LY-80.4 +179.3 +1-75.3 +1-77.7 W-76.8 +1-76.8 +1-75 +174.2 +1-73.3 +/-72.6 v Z
60 +50/•83.2 +80/-62.6 +801-80.6 +/79.8 +/-79 +/-77.8 +/-76.8 +/-76.2 +/-76.3 +/-74.2 +/-73.4 +1-72.6 +/•71.7 > 0 a
.AC-,. 62 +80/-82 - +60/$1.3 +/•79.4 +/-78.5 +/-77.6 +1-76.6 +1.75.4 +/-74,7 +1-73.8 +1.72.7 +171.9 +171 at#+/ •�saq sauag
64 +80(-80.9 +801-80.3 +/-78.2 +/-77.3 +1-76.4 +175.2 +t-74.1 +1-73.4 +1-72.5 +1-71.3 +1.70,6
LNIV
66 +/•80 +/•79.3 +07.2 +/-76.2 +/-76.3 +/-74.1 +1-72.9 +/-72.2 +1.71.3 +/-70.1 ;���\0 ....Y......(e���i�
v, 68 +1-79,2 +/-78.5 +t-76.2 +/-76.2 +1-74.3 +1-73 +/-71.9 +/-71.2 +1-70.2 ti.��..•'4LGENSF
70 +1-78.4 +t 77.7 +1.75.4 +1-74.4 +/-73.4 +/-72.1 +1-70.9 +1-70,2
No.56705
72 +1-77.8 +/-77.1 +/-74.7 +1.73.6 +/-726 +/-71.2 +/-70
74 +1.77.3 +176,5 +174 +1.72.9 +171.9 +/-70.5 - rw 76 +1-76.9 +J-76 +1.73.5 +172.3 +/-71.2 MAX,O.C.SPACINGIFANCHORING MAX.O.C.SPACING IF ANCHORING --"O :THROUGH THEFRAME PERSHEETS 3&4 THROUGH THE INTEGRAL FIN PER SHEET 4 '��O 78 +1.76.6 +/-76.7 +173 +/-71.9 sSCC/
APPLIES TO B,COft DANCNORS APPLIES TO FANCHORS � �( • CORID P.•'G�`�
80 +(-76.3 +1-76.4 +/72.6
(SEETABCE 2) (SEE TABLE 3)
B3 +/76.1 +la6.1
is.s^ 3.2^ It?NAI
84.85 +776
A.LYNN MILLER,P.E.
P.E.a 58705
1500" 1500' 3.500'
- .062' .062* .062'
[]
1.483* 1.483' 1.483'1.483' 1.483'3"
5
FP Fj-1
.625* ..625"
TNELFRAME FLANGE FRAME INTEGRAL FIN FRAME EQUAL LEGIBOX FRAME
1.376' 864* z1. .864- .175-
55
.06T —f
01 ANCHOR COVER 0
718'BEAD 01 1'BEAD
TABLE 10:
# Part# Description Material
—
1 620117 ,i-channel Frame PV
2 620118 Flange Frame PVC
3 620119 Integral Fin Frame PVC
4 620120 Equal Leg/Box Frame PVC
5 620133 Anchor Cover PVC
MITERED 6 720136 7/8"Gazing Bead PVC
CORNERS WITH 7 1 720135 11"Glazing Bead PVC
INTERIOR AND �74 Backbedding,GE 7700 or Dow 791 Silicone
EXTERIOR 5
Quanax Super Spacer nXr with Hot Melt Butyl Composite
WELDS
76 Quanex Duraseal Spacer Composite
App-vtd ai coruplyjagwlib M
77 Cardinal)L Edge Spacer Composite .11 Buidl
78 71646N Setting Block(718"x 11"x 1/ir'),85 5 dura. EPDM1
IN
01
FRAM
ASSEMBLY DETAILS 7 YNN
EXTERIOR
VINYL FIXED WINDOW NOA(NI)
k 9/9)14
o BOM&ASSEMBLY m1 J ROSOWSKI
STATE
_NOTES' LAR411T.OF AUTH.#29296
1)SOME PARTS NOT HOWN FOR C
2)J-CHANNEL FRAME SSHOWN.PARTS#1T.OTHER FRAME TYPES APPLY. 1070'*ECHNOLOGY DRIVE
3)ITEMS#B-73 ARE NOT USED AND ARE NOT PART OF THIS APPROVAL. N.VE 4ICE,FL 34276 1"Al A,LYNN M=.P.E.
4)ROYAL PVC TO BE LABELED FOR AAMA EXTRUDER CODE. (941)-480-1600 Ml�PW-5420 NTS 9 OF 9 MD-5420.0 R