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FL# FL239-R26
Application Type Revision
Code Version 2017
Application Status Approv
Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC
and/or the Commission if necessary.
Comments
Archived
Product Manufacturer CNorth
s
Address/Phone/Email ogy D e
F 42750 Ext 22318
dustries.com
Authorized Signature ]ens Rosowski
irosowski@pgtindustries.com
Technical Representative Lynn Miller,P.E.
Address/Phone/Email 1070 Technology Or
N Venice,FL 34275
(941)486-0100 Ext 21142
Imiller@pgtindustries.com
Quality Assurance Representative
Address/Phone/Email
Category CjSingle
Subcategory Compliance Method rk or Listing
Certification Agency Miami-Dade BCCO-CER
Validated By Miami-Dade 8000-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 09/25/2018
Date Validated 10/15/2018
Date Pending FEC Approval
Date Approved 10/25/2018
http://www.floridabuilding.org/pr/pr app dtl.aspx?param=wGEVXQwtDquSlBu8CAE... 10/29/2018
Florida Building Code Online Page 2 of 3
Summary of Products
FL# Imodel,Number or Name Description
239.1 ISH-200(Non-impact) Aluminum Single Hung Window
Limits of Use Certification Agency Certificate
Approved for use In HVHZ:Yes FL239 R26 C CAC 17063002.odf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:No 09/01/2021
Design Pressure:N/A Installation Instructions
Other:Please see Miami-Dade County Notice of Acceptance(NOA)for FL239 R26 II 17063002.odf
product performance information,anchorage details,and anchor type, Verified By:Miami-Dade BCCO-CER
size,and spacing Information. Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
239.2 ISH-600(Non-Impact) Aluminum Single Hung Window
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL239 R26 C CAC 17063007.odf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:No 01/26/2021
Design Pressure:N/A Installation Instructions
Other:Please see Miami-Dade OA)for FL239 R26 II 17063007.Ddf
product performance Infor on,ancharag details, d anchor Verified By:Miami-Dade BCCO-CER
size,and spacing info tion. Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
239.3 SH-700(Large Missile Impact) Aluminum Single Hung Window
Limits of UseCertification Agency Certificate
Approved for use VHZ:Yes FL239 R26 C CAC 17063008.odf
Approved for use outs Qual ct Expiration Da
Impact Resistant:Yes /26/2021
Design Pressure:N/A Installation Instructions
Other:Please see Miami-Dade County Notice of Acceptance(NOA for FL239 R26 II 17063006.odf
product performance information,anchorage details,and anchor Verified By:Miami-Dade BCCO-CER
size,and spacing information. Created by Independent Third Party:
Evaluation Reports
Ind arty:
239.4 ISH-800(Large Missile Impact) Multi-Story Aluminum Single Hung Window
Limits of Use CertBication Agency Certificate
Approved for use in HVHZ:Yes FL239 R26 C CAC 17063003.odf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 05/03/2022
Design Pressure:N/A Installation Instructions
Other:Please see Miami-Dade County Notice of Acceptance(NOA)for FL239 R26 II 17063003 odf
product performance Information,anchorage details,and anchor type, Verified By:Miami-Dade BCCO-CER
size,and spacing information. Created by Independent Third Party: j
Evaluation Reports
Created by Independent Third Party:
239.5 ISH-800(Small Missile Impact) Multi-Story Aluminum Single Hung Window
Limits of Use Certification Agency Certificate
Approved for use In HVHZ:Yes FL239 R26 C CAC 17063004.odf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 05/03/2022
Design Pressure:N/A Installation Instructions
Other:Please see Miami-Dade County Notice of Acceptance(NOA)for FL239 R26 II 17063004.odf i
product performance information,anchorage details,and anchor type, Verified By:Miami-Dade BCCO-CER
size,and spacing information. Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Parry:
239.6 SH-5400(Non-Impact) Vinyl Single Hung Window
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL239 R26 C CAC 17063006 odf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:No 07/30/2020
Design Pressure:N/A Installation Instructions
Other:Please see Miami-Dade County Notice of Acceptance(NOA)for FL239 R26 11 17063006 odf
product performance Information,anchorage details,and anchor type, Verified By:Miami-Dade BCCO-CER
size,and spacing information. Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
rApproved
SH-5500(Large Missile Impact) Vinyl Single Hung Window
se Certification Agency Certificate
for use in HVHZ:Yes FL239 R26 C CAC 17063005.odf
for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
sistant:Yes 07/30/2020
ssure:N/A Installation Instructions
se see Miami-Dade County Notice of Acceptance(NOA)for FL239 R26 II 17063005.odf
product performance information,anchorage details,and anchor type, Verified By:Miami-Dade BCCO-CER
size,and spacing information. Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Pa
239.8 SH-7600A(Non-Impact) Aluminum Single Hung Window
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL239 R26 C CAC 18-0430 07 Ddf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:No 08/23/2023
Design Pressure:N/A Installation Instructions
Other:Please see Miami-Dade County Notice of Acceptance(NOA)for FL239 R26 lI 18-0430.07.odf
product performance Information,anchorage details,and anchor type, Verified By:Miami-Dade BCCO-CER
size,and spacing information. Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
239.9 SH-7700A(Large Missile Impact) Aluminum Single Hung Window
Limits of Use Certification Agency CertificateApproved for use in HVHZ:Yes FL239 R26 C CAC 18-0430.06 odf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 08/23/2023
http://www.floridabuilding.org/vr/vr aw dtl.asnx?naramwGEVXOwtDouSI RuRCAF.___ 10/?900 1 k
Florida Building Code Online Page 3 of 3
Design Pressure:N/A 'Installation Instructions
Other:Please see Miami-Dade County Notice of Acceptance(NOA)for FL239 R26 II 18-0430.06.odf
product performance Information,anchorage details,and anchor type, Verified By:Miami-Dade 8CCO-CER
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
mail to this entity.Instead,contact the office by phone or by traditional mall.If you have any questions,please contact 850.487.1395.'Pursuant to Section 455.275(1),
Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails
provided may be used for official communication with the licensee.However email addresses are public record.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:
Ie SecuntyMetrics Credit Card Safe
httn://www.floridabui]din¢.nrii/nr/nr ann fit] acny?nnrnm---Wr.PVX(lurtTInii4Z1%iWAR ni1)0i1)nI4
M IAM I•DiADE
MIAMI-DARE 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.miamida4Lgov/economy
PGT Industries,Inc.
1070 Technology Drive
North Venice,FL 34275
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction
materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER -
Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority
Having Jurisdiction(AHJ).
This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control
Section (In Miami-Dade County)and/or the AHJ (in areas other than Miami-Dade County)reserve the right
to have this product or material tested for quality assurance purposes. If this product or material fails to
perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may
immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER
reserves the right to revoke this acceptance, if it is determined by Miami—Dade County Product Control
Section that this product or material f ' requrre7edto
wilding code.
This product is approved scribed herein, and has been a Florida Building
Code,including the Velocity Hurricane Zone.
DESCRIPTION: 'es "SH-200"Aluminum Single HunAPPROVAL DOCUME . MD-SH2O0-01, !!!allation"sheets 1
through 8 of 8,dated 05/11/11,with revision D dated 06/16/17,prepared by manufacturer,signed and sealed
by Anthony Lynn Miller the Miami-Dade County Product Control Revision stamp with the
Notice of Acceptance umberEement:
ex ' n date by the Miami-Dade County Product Control Section.
MISSILE IMPAC RATINNone
LABELING: Each it shaar ermanent label with the manufacturer's name or logo, city, state,
model/series, and following "Miami-Dade County Product Control Approved", unless otherwise
noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been
no change in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change
in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement
of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure
to comply with any section of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and
followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is
displayed,then it shall be done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its
distributors and shall be available for inspection at the job site at the request of the Building Official.
This NOA revises NOA#16-0505.02 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 Jorge M.Plasencia,P.E.
NOA No. 17-0630.02
MtAr��o C Expiration Date: September O1 2021
Approval Date: October 26,2017
Page 1
7
PGT Industries,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
(Submitted under NOA No. 11-0614.01)
2. Drawing No. MD-SH2O0-01,titled"SH Window Installation"sheets 1 through 8 of 8,
dated 05/11/11,with revision D dated 06/16/17,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)Forced Entry Test,per FBC 2411.3.2.1,and TAS 202-94
along with marked-up drawings and installation diagram of series SH-200 aluminum
single hung window,prepared by Fenestration Testing Laboratory, Inc., Test Report
No.FTL-6479, specimens 1 thru 26, dated 03/28/11, signed and sealed by Marlin D.
Brinson,P.E.
(Submitted under NOA No. 11-0614.01)
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC-5th
Edition (2014)and FBC-61 Edition (2017) dated 10/12/17,prepared by
manufacturer, signed and sealed by Anthony Lynn Miller,P.E.
2. Anchor verification calculations and structural analysis, complying with FBC-5th
Edition(2014), dated 05/22/15,prepared by manufacturer, signed and sealed by
Anthony Lynn Miller,P.E.
(Submitted under NOA No. 15-0528.22)
3. Glazing complies with ASTM E1300-09
D. QUALITY ASSURANCE
1. Miami-Dade Department of Regulatory and Economic Resources(RER).
E. MATERIAL CERTIFICATIONS
1. None.
F. STATEMENTS
1. Statement letter of conformance to FBC-5A Edition (2014) and FBC-6a' Edition
(2017), dated 06/22/17, issued by manufacturer, signed and sealed by Anthony Lynn
Miller,P.E.
2. Statement letter of no financial interest, dated 06/22/17, issued by manufacturer,
signed and sealed by Anthony Lynn Miller,P.E.
Jorge M.Plasencia,P.E.
Prodbet Control Unit Supervisor
NOA No. 17-0630.02
Expiration Date: September 01,2021
Approval Date: October 26,2017
E-1
PGT Industries,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
G. OTHERS
1. Notice of Acceptance No. 16-0505.02,issued to PGT Industries, Inc. for their Series
"SH-200"Aluminum Single Hung Window-N.I.,approved on 06/16/16 and expiring
on 09/01/21_
Jorge M.Plasencia,P.E.
Prqduct Control Unit Supervisor
NOA No. 17-0630.02
Expiration Date: September 01,2021
Approval Date: October 26,2017
E-2
GENERAL NOTES:SERIES 200 NONIMPACT SINGLE HUNG WINDOW I DESIGN PRESSURE RATING IMPACT RATING
VARIES, NOT RATED FOR
1)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING 49-19• FOR ANCHORS IN SEE SHEETS 2&3 IMPACT RESISTANCE
CODE,INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ). VISIBLE LIGHT —CURVED HEAD,
SEE SHEET 6. 52418'BUCK WIDTH
2)SHUTTERS ARE REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS. _
- 4g-11B"
3)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY.USE ONLY MIAMI-OADE COUNTY APPROVED MASONRY
NO ANQHGRg . VISIBLE LIGHT
ANCHORS.MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE,ASTM CBO CONCRETE MASONRY REQUIRED IN ' �` 9'MAX
UNITS AND CONCRETE WITH MIN.KS;PER ANCHOR TYPE,SEE TABLES 5&6,SHEETS 4 8 S. STRAIGHT HEAD. B M T MAX +D
A —
4)MASONRY ANCHORS MAYBE USED INTO WOOD AS PER TABLE 5,SHEET 4.ALL WOOD BUCKS LESS THAN 1-1/2-THICK
ARE TO BE CONSIDERED 1X INSTALLATIONS.1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO iI
SUBSTRATE.WOOD BUCKS DEPICTED AS 2X ARE 1-12'THICK OR GREATER.IX AND 2X BUCKS(WHEN USED)SHALL BE 8"MAX.FROM L-- ----•= 35-1/2." 1
DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE.WOOD BUCK DESIGN AND INSTALLATION IS THE CENTER OF I 7 VISIBLE �- _ I 35-12'
RESPONSIBILITY OF THE ENGINEER OR ARCHTIECT OF RECORD. MEETING
I $1• LIGHT VISIBLE
RAIL I MAX.O.C. 78' LIGHT
I I 71P-70 111 O.C.
5)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.USE ANCHORS OF I —RL-1! 71P
SUFFICIENT LENGTH AS SPECIFIED ON TABLES 5&6,SHEETS 4&5.NARROW JOINT SEALANT IS USED ON ALL FOUR 1 HEIGHT I
CORNERS OF THE FRAME.INSTALLATION ANCHORS SHOULD BE SEALED.OVERALL SEALINGIFLASHING STRATEGY FOR - -- -- - 77'
WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE IA BUCK C
INSTRUCTIONS. iHEIGHT T7"
B'MAX FROM L _ BUCK
6)SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE.USE CENTER OF HEIGHT
SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS.WOOD BUCKS,BY OTHERS,MUST BE SUFFICIENTLY ANCHORED TO MEETING RAIL 23" I
RESIST LOADS IMPOSED ON THEM 13Y THE WINDOW.
MAX.O.C. 1
7)DESIGN PRESSURES: 0.MAX i
A NEGATIVE DESIGN LOADS BASED ON STRUCTURAL TEST PRESSURE,FRAME ANALYSIS AND GLASS PER ASTM E1300.
S.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE.STRUCTURAL TEST PRESSURE,FRAME ANALYSIS AND �}B NO ANCHORS � L--�D
GLASS PER ASTM E1300.
C.DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN,ASD. REQUIRED IN SILL. 3'MAX
52-1/8'BUCK WIDTH M MAX.O.C.
B)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE 63-1/6^TI P•T0.TIP WIDTH
REQUIRED DESIGN PRESSURE.THE 33113%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT.
THE 16 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD.ANCHORS THAT COME TYP.FLANGE FRAME ELEVATION TYP. INTEGRAL FIN FRAME ELEVATION
INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE NESTED UNIT) (TESTED UNIT)
FOR CORROSION RESISTANCE.
9)REFERENCES: PORTS FTL-6479.ELCO ULTRACON NCA;ELCO CRETEFLEX NOA;ANSIAF&PA NDS FOR WOOD
CONSIRUCTI AD MINUM DESIGN MANUAL.
10)THESERIES SINGLE HUN WINDOW WAS FORMERLY KNOWN AS THE 4000 SERIES(FLANGE FRAME)OR 4001 GUIDE TO SHEETS:
SERIE N FRAME).
Material Min.F Min.Fu GENERAL NOTES.................._.1
NDOW SHAPES AND SASH CON GURATKXNS AS SHOWN BELOW OR SIMILAR,MAYBE USED BY INSCRIBING THE ELEVATIONS................-_...........1
Steel Screw kill 120 kill _
APE IN A BLOCK AND OBTAININ ESIGN PRESSURES FOR THAT BLOCK SIZE FROM THE TABLES ON SHEETS 2&3. DESIGN PRESSURES.....-...2&3 PRODUCT REVISED
-- Elco Ultnii 155 ksl 177 kill NSTALLATION,FLANGE........_..4
WIDTH WIDTH -+{ 410 SS Eloo CreteFieX® 127.4 ksi 189.7 kai INSTALLATION.INTEGRAL FIN,.,5 as complyin9 with tho Florida
------ -------- -- ANCHOR QUANTITIES.._..__.__e Building Code
6063-T5 Aluminum 16 111 22 kai NOA No. 17-0630.02
GLAZING DETAILS.......................7
A36 Steel 36 kai 58 kai
CORNER ASSEMBLY...................7 ExPintloa Da 09(01/2021
Gr.33 Steel Stud 33 kai 45 kai EXTRUSION PROFILES.........-.....8 /-
/ / PARTS LIST...................................6 BY L
Miamr-D Y ue ontro
HEIGHT HEIGHT
/ j \\111111/11/A
xe06/161117-JR-UPDATED TO
FBC 2017.
EGUALUM PROVIFWIORIEL ARCHTOPPRWlW(ORIEL RADMSTOPEIXIALUTE *; No.S6T06
*_
CODES/ST DARDS USED: ��:� - B Dva 1ption: Darn 6y
•2017 FLORID ILDING E(F C),6TH EDITION �- ) w� 1070 TECHNOLOGY DRIVE GENERAL NOTES &ELEVATION J ROSOWSKI
�.:�Q
•2014 FLORIDA B CODE C),5TN EDITION BT �`� N.VENICE,FL 34275
.ASTM E130D*9 'moi S'••AXORI.•• `�` (941)4&0.IWO rt/e: Date:
•ANSIIAF&PA NDS-2015 FOR CONSTRUCTION �, SEAL� .� Re p„ SH WINDOW INSTALLATION 05/11/11
.ALUMINUM DESIGN MAN ,ADM-2015 il \\\\ Pfd INDUBIAIR,N1C.
•AtSI S100.12 x1111111\ AU RxiRrs NESERVED Seriee/AIodN: Soule- sheet Drvrirp No. Rer.
•AISC 350-10 A LYNN MILLER,P.E. SH-200 NTS 1 OF 8 MD-SH2O0-01 D
PEI 68705 CERT.OF AUTH.#29296
TABLE I: TABLE 2: PRODUCT REVISED
as comp)ung with the Florida
Maximum Design Pressure{ibslft')for Glass Type A Fin&Flange Frame Mon es B�Irarag cede
Window Sash Height" - - Non-No. 17.0630.02
A 1/8'Annealed
Height' (see Figure A,this sheet) Maximum Wirdg~t mpered Expiration Date 09/01%2021
19-118" 26-1/2' 33' 37` 41' 45" 49' 53-1/8" C 3/16'Annealed BY
23" 11.9!16"(Equal Lite) +55.0 -90.0 +55.0 -90.0 +55.0 -90.0 +55.0 -90.0 + 90.0 +55.0 I .900 -550 -90.0 +56.0 -90.0 D 3/16"Tempered Alam- ro act ntrol
under 18.9/16" +55.0 90.0 +55.0 -90.0 +55.0 -75.2 +55.0 85.5 +65.0 .67.3 +502 50.2 +44.8 44.8 +39.9 -39.9 E 1/4"Annealed
37" 18-9116"(Equal Ufa) +55.0 -90.0 +55.0 -90.0 +55.0 84.2 +55.0 -74.5 +56.0 488.5 +55.0 -81.0 +55.0 57.7 +55.0 55.0 F 1!4"Tempered
ser 18.91116' +55.0 -90.0 +55.0 490.0 +55.0 -75.2 +55.0 85.5 +55.0 57.3 +50.2 -50.2 +44.8 44.8 +39.9 -39.9
under 157/8' +55.0 -90.0 +55.0 -87.1 +55.0 -73.4 +55.0 83.8 +55.0 50.8 +50.0 50.0 +44.8 .44,8 +40.0 40.0
15718"thru 193N8"3 +55.0 50.0 +55.0 •90.0 +55.0 -78.7 +55.0 58.0 +55.0 58.5 +51.1 51.1 +45.9 45.9 +41-3 41.3 TABLE 3:
38-318' 19-1/4"(Equal Lite) +55.0 -90.0 +55.0 -90.0 +55.0 -62.7 +55.0 -72.6 +55.0 53.5 +55.0 57.9 +54.2 -54.2 +51.5 51.5 Insulated Glass Types
ow 19-114• +55.0 -90.0 +55.0 -87.1 +55.0 -73.4 +56.0 83.8 +55.0 58.8 +50.0 50.0 +44.8 44.8 +40.0 40.0 G 1/8"Annealed,114"Airspace,1/8"Annealed
under 199716' +55.0 -81.5 +55.0 -72.3 +55.0 -61.3 +55.0 55.3 +50.5 50.5 +45.8 45.8 +42.0 42.0 +38.7 38.7a
H 3116"Annealed,3116"Airspace,178'Annealed
45" 1&8/16"thru 22-112 3 +55.0 -90.0 +55.0 -87.9 +55.0 -74.0 +55.0 •64.3 +55.0 58.9 +50.1 -W.1 +44.8 .44.8 +40.0 40.0 1 1/8'Tempered,114'Airspace,1/8"Tempered a
22-9H6"(Equal Ute) +55.0 50.0 +55.0 -90.0 +55.0 -78.8 +55.0 88.1 +55.0 58.5 +51.1 51.1 +46.0 .48.0 +41.4 41.4 J 3/18'Tempered,3116'Airspace,1/8'Tempered
o%w 225/15 +55.0 81.5 +55.0 -723 +55.0 51.3 +55.0 55.3 +50.5 r 50.5 +45.81 45.8 1+42.0 420 +38.7 -38.7 _
under 20-1/8' +55.0 -71.6 +55.0 .62.8 +65.0 55.4 +50.3 -50.3 +45.9 115.9 +41.7 41.7 1+38.9 38.9 +36.2 38.2
W tt
20-118"thru 24-712"3 +55.0 50.0 +55.0 826 +65.0 -89.5 +55.0 I -61.6 +55,0 55.4 +49.3 49.3 +44,8 -44.8 +40.0 40.0 > O
FIGURE A:SASH
24-9/ler(Etlual Ute) +55.0 90.0 +55.0 80.0 +55.0 -78.4 +55.0, 66.5 +56.0 57.8 +50.4 -50.4 +45.0 45.0 +40.1 40.7 0 O (n O
CROSS SECTION S O
tnar249118' +55.0 71.0 .+55.0 62.8 +55.0 55.4 +50.3 -50.3 +45.9 X15.9 +41.7 41.7 +38,9 38.9 +382 36.2 BMONa (D
ITHIc
under 20-13/16" +55.0 .67.8 +55.0 59.9 +53.3 -53.3 +48.5 48.5 +44.1 44.1 +40,2 40.2 +37.6 -37.6 +34.8 34.8 -1 c 8 -� C/)
20-13116"thru 2S5r16'3 +55501W .0 59.6 +55.0 -80.3 +55.0 -67.7 +55.0 -60.6 +54.2 542 +49.0 49.0 +44.2 442 +40.0 40.0 I z LL m Q -a Q
253/8'(Equal Lite) +55.0 -90.0 +55.0 30.0 +55.0 -75.4 +55.0 -65.7 +55.0 57.4 +50.3 50.3 +41.9 44.9 +39.9 -39.9 � w U m .�S z 2
mer 253/8" +55.0 .67.8 +55.0 59.9 +53.3 53.3 +48.5 48.5 +44.1 44.1 +40.2 40.2 +37.6 -37.6 +34.8 -34.8 7T� I F Z 0 9 n
under 24-15116" +55.0 -66.0 +43.8 43.8 +41.8 41.9 +39.11 39.1 +35.0 36.0 +32.6 32.8 +30.0 -30.0 +27.6 -27.6 i o ~ 00
34-15!16'thru 30-117 3 +55.0 -75.0 +55.0 -66.0 +55.0 57.4 +51.9 -51.9 +47.41 47.4 +43.2 43.2 +39.9 39.9 +37.3 -37.3 _ laL� U-
61' 309116"(Equal Ute) +55.0 57.9 155.0 -75.8 +55.0 •66.6 +55.0 59.7 +53.5 -53.5 +48.7 48.7 +43.9 43.9 +39,9 39.9 VISIBLE uGH HEIGHT LL �
HEIGHT II
owr30-9/18' +55.D -67.8 +55.0 59.9 +53.3 53.3 +48.5 48.5 +44.1 -44.1 +402 40.2 +37.6 37.6 +34.8 34.8 = I. Z r••vs
SASH HEIGHT-39116' I ® iA CO Z
oder 25-3/4" +54.7 -54.7 +41.2 41.2 +40,3 40.3 +37.8 37.8 +34.6 -34.6 +31.3 31.3 +28.9 -28.9 +28,5 46.5 i� W C/)
2Syy thrtryl•}/2� +55.0 -72.0 +55.0 �i.2 +55.0 55.7 +50.5 50.5 + 41-9 41.9 +39.0 39.0 +36.3 38.3 It Q z
�• 319716'(Equal U +55.0 -83.9 +55.0 -71.7 +55.0 84.8 +55.0 -W. +52.4 •52.4 +47 47.9 +43.3 43.3 +39.7 39.T �i LL z ❑
o'er 31-9116' +55.0 87.8 +65.0 59.9 +53.3 53.3 +48.5 48. 2 402 +37,8 -37.8 +34.8 -34.8 (i c 0 S O
under 293/4" +53.3 53.3 +39.7 38.7 +38.1 39.1 +36.7 36.7 +33.4 -33.4 +30.3 30.3 +28.0 28.0 +25.8 -25.8 II W = _
73„ 29-W4"thru 36-112'3 +55.0 81.0 +520 52.0 +48,2 482 +44.0 44.0 +40.1 40.1 +37.0 37.0 +34.1 -34.1 +31.4 31.4 0 (n fA
36-9/16"(Equal Lite) +55.0 -68.3 +55.0 56.3 +521 -52.1 +51.5 j 51.5 +47.0 47.0 +42.7 427 +39,6 39.8 +37.0 37.0
ouer369/16" +55.0 47.8 +55.0 -56.3 +52.1 -52.1 +48.5 48.6 +44.1 -44.1 +40.2 40.2 +37.6 37.8 +34.8 34.8 ``Ntuti
under 31374' +53.3 -53.3 +39.7 39.7 +39.1 39.1 +36.7 36.7 +33.4 33.4 +30.3 30.3 +28.0 -28.0 +25.8 45.8 `.`♦ �1�IYNIy,kve
78" 31-314"thru 39'3 +55.0 -56.3 +48.0 •48.0 +45.2 45.2 +412 41.2 +37.8 -37.9 +34.8 34.8 +31.1 31.7 +29.5 -Ms � s,`�!''utENs4e
39-1116"(Equal Lite) +55.0 •82.5 +60.8 50.8 +46"31 48.3 +45.2 1 45.2 +44.2 44.2 +40.3 40.3 +37.7 37.7 +34.9 34.9 NOTES Z No,58705
r Tip-to-lip dimensions for flange windows shown.For In windows or buck dimensions,subtract 1'. 1)USE THIS TABLE FOR ALL WINDOWSTHATARE GLAZED WITH Ile"
'Overall sash height.For clear daylight height,subtract 3.9116'. ANNEALED GLASS(TYPE A). �'O �ATE .
Size range includes the standard Pf6VIeW(3-0�Cr-2 conagurati0n)for the giNen Window FblghL 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH �0 •,
i�S•..CORID,. N
For aelall sash width,subtract 2-15/16'from the truck dimension. OR HEIGHT DIMENSION SHOWN ON THE TABLE. V
A LYNN MLLER,P.E.
WINDOW HEIGHT-SASH HEIGHT CAN NOT EXCEED 53". P. 68706
TABLE 4: TABLE2: PRODUCT REVISED
as omplylna v°Nh tho Florida
z onoRfhk Glass Types Budding=
Maximum Design Pressure(Ibslft) Ml
for Glass Type B-J, Fin&Flange Frame NDA-No. 17.0630.02
Window Sash Height' A 1/8"Annealed
Height (see Figure A,this sheet) Maximum Window Width' B 1/8Expiration Da.08/0112021
"Temperod
19 116" 26 1/2" 33" 37" 41" 45" 49" A-t/8" B16"
C 3fAnnealed Ntemt d roduct Control
23" 11.9116"(Equal Lite) +55.0 •80.0 +55.0 40.0 +55.0 -90.0 +55.0 -90.0 +55.0 .90.0 +55.0 -90.0 1+55.0 .90.0 +56.0 490.0 D 3/116"Tempered
under 184116" +55.0 -00.0 +55.0 -00.0 +55.0 430.0 +55.0 40.0 +55.0 40.0 +55.0 44.3 1+55.0 -78.0 +55.0 72.9 E 1/4"Annealed
37" 184/16"(Equal Lite) +55.0 -00.0 +55.0 .90.0 +55.0 -90.0 +55.0 -90.0 +55.0 -00.0 +55.0 430.0 +56.0 81.1 +55.0 -73.4 F 1/4"Tampered
oyer 18016" +55.0 -90.0 +55.0 430.0 +55.0 430.0 +55.0 -00.0 +65.0 -90.0 +55.0 .84.3 *55.0 -78.0 +55.0 72.9
under 15-7/8" +'55.0 490.0 +55.0 -00.0 +55.0 •90.0 +55.0 -90.0 +55.0 -08.5 +55.0 .81.8 +55.0 -75.0 +55.0 436.5
15-7/8'thru 19.3118"3 +55.0 •80.0 +55.0 •80.0 +55.0 430.0 +56.0 40.0 +55.0 40.0 +55.0 437.9 +55.0 78.8 +55.0 71.2 TABLE 3:
38-3l8" Insulated Glass Types
1&114"(Equal Ute) +55.0 -90.0 +55.0 -00.0 +55.0 490.0 +55.0 40.0 +55.0 490.0 +65.0 437.9 +55.0 78.8 +55.0 -71.2
env 191!4" +65.0 40.0 +55.0 410.0 +55.0 490.0 +55.0 40.0 +55.0 48.5 +55.0 491.6 +550 75.0 +55.0 •88.5 G 1/8'Annealed,1/4"Airspace,1/8"Annealed
under 18.9!18" +55.0 .90.0 +55.0 140.0 +55.0 i -9110 +55.0 46.5 +55.0 490.2 +55.0 -73.2 +55.0 438.3 +55.0 59.7 H 3/16"Annealed,3/16"Airspace,118"Annealed
19.8/16'thru 22-1/2"1 +65.0 -00.0 +55.0 .40.0 +55.0 410.0 +55.0 40.0 +55.0 439.1 +56.0 -78.5 +66.0 -70.0 +55.0 -63.0 1 1l8"Tempered,1/4"Airspace,1/8"Tempered
45. 2243/18"(Equal Lite) +56.0 -90.0 +55.0 410.0 +55.0 40.0 +55.0 -W-0 +55.0 49.3 +55.0. -78.5 +55.0 70.0 +55.0 •83.0 J 3/16"Tempered,3/18"Airspace,1/8"Tempered
oder 22-0/16" +55.0 -00.0 +55.0 4)0.0 +55.0 40.0 +55.0 496.5 +55.0 410.2 +55.0 73.2 +55.0" •86.3 +55.0 -59.7 ,- o
under 20.1/8'• +55.01 40.0 +55.0 490.0 +55.0 46.0 +55.0 491.8 +65.0 -75.7 +55.0 48.2 +55.0 432.8 +55.0 57.7 j C "•n
20-1/8"thru 24-112"' +55.0 490.0 +55.0 40.0 +55.0 490.0 +55.0 490.0 +55.0 -84.8 +56.0 -74.2 +55.0 135'.9 +55.0 •69.1 � N�O �
43/" - FIGURE A:SASH O awy O O 0 O
244/18"(Equal Lite) 5
te) + .0 -00.0 +55.0 -00.0 +55.0 •80.0 +55.0 490.0 +56.0 434.8 +55.0 -74.2 +55.0 495.9 +55.0 -51A �t E SECTION y ti p
oxer 24-9116" +55.0 -00.0 +55.0 -00.0 +55.0 438.0 +55.0 431.8 +55.0 -75.7 +55.0 498.2 +55.0 •62.8 +55.0 . 7.7 (WITH I.G.GLASS) O Cq
under 20-13/16" +55.0 490.0 +55,0 490.0 +55.0 43S +55.0 -79.1 +55.0 74.0 +56.0 437.3 +55.0 -81.9 +55.0 56.8 j
20-13(18"thru 255/16"s +55.0 490.0 +55.0 490.0 +55.0 490.0 +55.0 •90.0 +55.0 433.2 +55.0 -72.7 +65.0 434.5 +55.0 57.8 i I =W g S a 0
505,6" ; �
253/8"(Equal Lite) +55.0 430.0 *55.0 490111 +55.0 490.0 +55.0 490.0 +66.0 43.2 +56.0 -72.7 +55.0 54.5 +35.0 57.8 li W V " a Z
•N
over 2:3/g" +56.0 4)0.0 +55.0 -90.0 +55.0 139.5 +55.0 -79.1 +65.0 -74.0 +55,0 -67.3 +55.0 51.9 +55.0 -U.S. j� a Z�tl ata
under 2415118` +56.0 47.9 +55.0 -75.8 +55.0 45.7 +55.0 52.3 +55.0 430.0 +56,0 58.5 +512 53.2 +49.0 -49.e II Z v g LL
61" 34-15/16'thru 30-112"s +55.0 47.9 +55.0 -75.8 +55.0 74.1 +55.0 74.1 +55.0 -74.1 +55.0 435.5 +55.0 -67.5 +51.1 51.1 I I snst+ W � O
304/16'(Equal Lite) +55.0 47.9 +55.0 -75.8 +55.0 •74.1 +55.0 -74.1 +55.0 -74.1 +55.D •65.5 +65.D 57.5 +51.1 51.1 VISIBLE LIGHT j ii HEIGHT = H- M
HEIGHT II mn WW
over 304/16" +55.0 47.9 +55.0 -75.8 +55.0 74.1 +55.0 -74.1 +55.0 -74.0 +56.0 45.5 +55.0 57,5 +51.1 51.1 e I o by COW Z
SASH HEIGhfT-39/76" II II ' >
Cn
under25-3/4" +55.0 43.9 +55.0 -71.7 +55.0 4320 +55.0 59.9 +55.0 57.8 +54.5 54.5 +51.3 51.3 +48.3 -48.3 I W 7 (-
253/4"thru 314/2"3 +55.0 433.9 +65.0 -71.7 +55.0 49.4 +55.0 •89.4 +65.0 49.4 +55.0 44.5 +55.0 58.5 +50.2 50.2 'i it < d DO Z
31-0118" _
(Equal Lite) +55.0 43.9 +55A -71.7 +55.0 419.4 +55.0 40.4 +55.0 -89.4 +55.0 84.5 +55.0 58.5 +50.2 50.2 I li � Z Z O
oxer 3140/18 +55.0 43.9 +65.0 -71.7 +55.0 49.4 +55.0 -WA +55.0 49.4 +55.0 484.5 +55.0 58.5 +50.2 50.2
z
under 29-3/4" +55.0 438.3 +55.0 456.3 +52.1 52.1 +51.6 51.5 +51.5 51.5 +51.5 51.5 +50,0 50.0 +46.4 48.4 jI L) W 2 Z
29.3!4"thru 36-12'2 +55.0 438.3 +55.0 56.3 +52.1 52.1 +51.5 51.5 +51.5 51.5 +51.5 51.5 +51.5 51.5 +46.4 40.4 O
364/18"(Equal Lite) +35.0 438.3 +55.0 56.3 +52.1 521 +51.5 51.5 +51.5 51.5 +51.5 51.5 +51.5 51.5 +46.4 48.4 �1u °�.•1.5
oaer3649/16" +55.0 48.3 +55.0 56.3 +52.1 52.1 +51.5 51.5 +51.5 51.5 +51.5 51.5 +51.5 51.5 +46A 46.4 LYNN rrr'
under 31314" +55.0 425 +50.8 50.8 +48.3 -08.3 +45.2 46.2 +45.0 -45.0 +45.0 45.0 +45.0 •45.0 +45.0 45.0 .`,�ON�........*1
N,
�w�ts '.l
78" 1 31314'thru 3B's 1.55.0 425 +50,8 50.8 +48.3 48.3 +45.21 45.2 +45.0 55.0 +45.0 55.0 +45.0 -15.0 +45.0 45.0
39-1116"(Equal Ute) +55.0 425 +50.8 50.6 +48.3 X6.3 +45.2 451 +45.0 45.0 +45.0 45.0 +46.0 45.0 +450 45.0 FTEs No.58705
`
'Tip4c-tip dimensions for lange v it dows shown.For fin windom or buck dimensions,subtract 1". 1)USE THIS TABLE FOR ALL WINDOWS THAT ARE GLAZED WITH GLASS
20erall sash height.For Cleardayld t height subtract 3-9/16".
TYPES B-J.NOT APPLICABLE WITH 1/e"ANNEALEDGLASS(TYPEA). fl ✓` / �C
p' 4U
3 Size range includes the standard Pro-View(3-over-2 conliguratio n)for the given Window Height. 2)FOR SIZES NOT SHOWN.ROUND UP TO THE NEXT AVAILABLE WIDTH OR �0
For rall sash width,subtract 2-15116"tom the buck dimension. HEIGHT DIMENSION SHOWN ON THE7ABLE. .-40RIOP.•''
IONAL
1'111111110
A LYNN MILLER,P-E-
WINDOW HEIGHT-SASH HEIGHT CAN NOT EXCEED 53". PAJII58706
INSTALLATION DETAILS FOR FLANGE FRAMES CONCRETEICMU CONCRETE/CMU
PER ANCHOR PERANCHOR TYP.ANCHOR
OPTIONAL ADDON 13
EMBEDMENT - -t---+•I REQUIREMENT
INSTALLATION FLANGE®HEAD, O REQUIREMENT
TYPE,
OPTION 7 EDGE s1LLa JAMBS 3 EEDM
ENTAND
DISTANCE 1/q•MAX 40 27 -EDGE DISTANCE
CURVED HEADER OE SHIM PER SUBSTRATE,
INSTALLATION INTO WOOD 12 BO 10 SEE TABLE 5,
2X.SEE NOTE 2.THIS SHEET. D ANCE . THIS SHEET.
n EMBEDMENT
Tv ANCHOR
TYPE, 38
EDGE
EMBEDMENT
1/4`MAX EMBED DISTANCE
SHIM MAX AND EDGE ------ 24 .*
SHIM DISTANCE PER
3 TVP.ANCHOR TYPE, II SUBSTRATE,
1485' I EMBEDMENTAND Ij 1 SEE TABLES' 32-35
I� EDGE DISTANCE THIS SHEET. 43 Bq EXTERIOR INSTALLATION
PER SUBSTRATE, i1 INSTALLATION
38 SEE TABLE 5,THIS OPTION 1 INSTALLATION OPTION 3
VISIBLE it SHEET. STRAIGHT HEADER OPTION 2 VISIBLE LIdiTVVIDTH � INSTALLATION ANCHORS
LIGHT I INSTALLATION ONTO INSTALLATION BUCK WIDTH THROUGH 1X BUCKS7RIP
HEIGHT 60 WOOD 2X.NO ANCHORS - ANCHORS DIRECTLY TIP-TO-TIP WIDTH - INTO MASONRY.
ii30REQUIRED AT HEADER INroMAsoNRY.29 HORIZONTAL SECTION A-A
i 1/4'MAX.SHIM TABLE 5:
#12 STEEL Anchor IAIn.Edge Mir.
40 SELF-DRILLING Group Anchor SubstrateDidance Embedment EGRESS FORMULAS
SMS(TABLE 5.SEE _
S TABLE 5.INS P.T a SG=. &18' t31e'. (EQUAL-LITE)
2.751' 9 SHEETIDTH:TIP-TO-TIP WIDTH-4•
BUCK l` _— #12 Steel SMS AlAluminum,BOB&TS min. &B' 1!S"
EXTERIOR USE EITHER A Sctmv(G5) Steel 318' 0.0348(20 Ga) HEIGHT:TIP-TO-TIP WIDTHI2-65118'
FIE ST LATCH(#29)OR INSTALLATION
BOTTOM LOCK OPTION 4 A38 Steel ars' o.D34e(20 Ga) VISIBLE LIGHT FORMULAS
32-35 (#11 TESTED INSTALLATION P.T.Southam Pine(SG=.55) 1' 1.318'
TIP--*o-nP )- (EQUAL-LITE)
HFIGHT �l UNIT LOCATION: ANCHORS B 114'Steel Ultracon Concrete(min.2.9 kil) 1' 1318` WIDTH(SASH).TIP-TO-TIP WIDTH-61/1V
37 6318"FROM DIRECTLY INTO
Urgrouted CMU,(ASTM C40) 2-1/2' 1-1/4" WIDTH(FIXED):TIP-TO•TIP WIDTH-4'
64 VENT END. METAL. MP-TO-TIP HEIGHT-7-1M8')/1
P.T.Southam Pine(SG=.55) P 1-3l8"
VISIBLE I� I 3 C 114'410 SS CmteFlex Concrete min.3.35 kei 1' 13&4"
LIGHT 11 1 36 Unpnouted CMU,(ASTM C-00) 2-112' 1-1/4"
HEIGHT 11 II DADE APPROVED MULLION,
I II II ALUMINUM,STEEL FRAMING OR EXTERIOR 1)WHERE SUBSTRATE CONDITIONS REQU RE ANCHORAGE FROM MORE THAN ONE OF THE ANCHOR GROUPS
STEEL STUD.SEE SUBSTRATEABOVE,CHOOSE THE ANCHOR GROUP OFTHE LOWEST LETTER FOR ALL TABLES IN THIS APPROVAL
i 1 II 71 PROPERTIES,TABLE 5,THIS SHEET. '� 2)ANCHOR MUST EXTEND A MIMIMUM OF 3 THREADS BEYOND ANY METAL SUBSTRATE. PRODUCTgyREVISED
I I I 3)FOR STEEL STUDS,MW.FU=45 KSI,MIN FY=33 KSI. as co ng
plCoMwith the Florida
NOTES NOA-No. 17-0630.02
43 1)USE ONLY SUBSTRATE-APPROPRIATE ANCHORS LISTED ON TABLE 5 OF THIS SHEET.FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS.ANY INSTALLATION OPTION
2254" 91 SHOWN MAY BE USED ON ANY SIDE OF THE WINDOW.
Expiration Dab 09/01/2021
2X WOOD 2)MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE 6,THIS SHEET.ALL WOOD BUCKS LESS THAN 1-112'THICK ARE TO BE CONSIDERED 1X INSTALLATIONS. By - -
SUCKSTR�, 2 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 Miam ro uct Conte
SEE N07E 2, (WHEN USED)SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE.WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE
SHEET.EET. ENGINEER OR ARCHITECT OF RECORD. 11 1 11
3)VISIBLE LIGHT WIDTH OR HEIGHT(ALSO
REFERRED TO AS DAYLIGHT OPENING)IS �.� ONY LYHN,y�'�.,� '
MEASURED FROM BEADING TO BEADING.
1/4"MAX SHIM �': F `.. s UPDATED TABLE 5.
ANCHORS No.58705NO '
REQUIRECONCRETE PER -*: *-_ 0 Orarn Bn
txx
FLANGE .. REQUIREMENT •• 6 •�, 1070 TECHNOLOGY DRIVE FLANGE FRAME INSTALLATION DETAILS J ROSOWSKI
FRAME SILL - ��� $ATE 7 ••t(/� N.VENICE,FL 34275 ate:
S�ORIDp`,•''• (941)480.1600 TmpP
� � �• SH WINDOW INSTALLATION 05/11/11
VERTICAL SECTION M /,DNA► 111 u� M c. s.,r„�tbeat seaw. Dru.k�e N.. �..
/ L1 PeT Wnl.'3TRF9.NC.
A LYNN MILLER,P.E SH-200 NTS 4 OF 8 MD-SH200-01 D
P.E.#58705 CERT.OF ALITFI.#28298
INSTALLATION DETAILS FOR FIN FRAMES EDGE EDGE
cDGEasrANCE EDGE
TYP.ANCHOR TYPE,EMBEDMENT AND DISTANCE {.-- 1/4'MAX SHIM 1/4'MAX SHIM -�•� DISTANCE
-EDGE DISTANCE PER SUBSTRATE,SEE I TYP.ANCHOR TYPE,
TABLE 6.THIS SHEET EMBEDMENT AND EDGE (nI�� 2X WOOD,SEE
ZX WOODSEE NOTE 2,THIS SHEET 2X WOOD. DISTANCE PER SUBSTRATE, V NOTE 2,THIS
,
INSTALLATION I EMBEDMENT SEE NOTE 2, SEE TABLE 6,THIS SHEET. SHEET
OPTION 5 EMBEDMENT L— THIS SHEET HORIZONTAL SECTION C-C
CURVED HEADER EDGE EDGEVJOO°' 8
INSTALLATION DISTANCE_} DISTANCE - SEE THIS NOTE
[;,ET 2. 25 _ 40 27
ANCHOR(SCREW) TT Q Q
THROUGH THE FIN I S�A1•I DISTAGE
NCE 1 12 80 10 EMBEDMENT
'� EMBEDMENT =_
114"MAX SHIM 114'MAX SHIM
8 TYR ANCHOR TYPE, 38
EMBEDMENTAND TYP ANCHORTYPE,
1 EDGE DISTANCE I1 4 -- ----- INSTALLATION
PER SUBSTRATE, EMBEDMENT AND EDGE 24
1 I SEE TABLE 6,THIS j DISTANCE PER SUBSTRATE, INSTALLATION – — --- OPTION 6
SHEET. I� SEE TABLE 6,THIS SHEET. 84 INSTALLATION ANCHOR
VISIBLE 1 38 INSTALLATION OPTION 5 3235 - EXTERIOR (NAIL)THROUGH THE FW
LIGHT INSTALLATION 43
HEIGHT ii 60 30 STRAIGHT HEADER ANCHOR(SCREW) VISIBLE LIGHT WIDTH
II INSTALLATION ANCHOR THROUGH THE FIN 1.
(NAIL)THROUGH THE FIN BUCK WIDTH
I 1
EDGE DISTANCE MULLION SECTION TT
EGRESS FORMULAS
40 DADE APPROVED MUWON,MAY BE (EQUAL-LITE)
VERTICAL OR HORIZONTAL.MAX.
EOR 1/4"SHIM.SEE SUBSTRATE EIIGHT:BUCK HEIGHT2-5.13/16'
INSTALLATION PROPERTIES,TABLE B.THIS SHEET.2.751- 1� OPTION 7
uC (#291 3 INSTALLATIN VISIBLE LIGHT FORMULAS
BUCK LATCH(629)ORHEIGHT BOTTOM LOCK ANCHOR(SCREW) 1/4'MAX SHIM EXTERIOR (EQUAL-LITE)
32-35 (611).TESTED THROUGH THE FIN rlS7C j UNITLOCATION: �J WIDTH(SASH):BUCK WIDTH-41118'
II 6518"FROM REMOVED WIDTH(FOXED):BUCK WIDTH-3'
I� VENT END. 610 STEEL TABLE 6: HEIGHT:(BUCK HEIGHT-8.1/16')!2
1' SELF-DRILLING Min.Edge Min.
VISIBLE 1! SMS(GS) Anchor Substrate
LIGHT II 7 Distance Embedment
HEIGHT �i� 36 --
.113"BOx Nail P.T.Southem Pine(SG—55) 1/2' 2-7/16" _
11 i 11 2-1/2'x.131"Common Nell P.T.Southern Pine(SG=.55) 9/16' 2-7116" PRODUCT REVISED
8 as c I in with Me Florida
i EXTERIOR 2-1/Y'x.145'Roofing Nall P.T.Southern Pine(SG=.55) 9116' 2-7/16" Building�od9s
V P.T.Southern Pine(SG-.55) 314" 1318" HOA-Na. 17.0630.02
43 A)uninum,8063-75 min. 378" 118" Expiration Dab 09/0112021
ALUMINUMSTEEL FRAMINGOR STEEL
O70 Steel SMS Screw(GS) Steel Shtd,Gr.33 min. 316' 0.036 __
2'254' 31 20 STUD.SEE SUBSTRATE PROPERTIES, q36 Steel 318" 118" Mlam�- ro uet Control
5 TABLE 6,THIS SHEET, LY
NOTES 1)ANCHOR MUST EXTEND A MIMIMUM OF 3 THREADS BEYOND ANY METAL SUBSTRATE-
1)
UBSTRATE1)USE ONLY SUBSTRATE 2)FOR STEEL STUDS,MIN.FU=45 KSI,MIN FY=33 KSI.
j� 1/4"MAX SHIM APPROPRIATE ANCHORS LISTED
_L ON TABLE 6 OF THIS SHEET. ���7` Y LYlVAf ''7,, R'""°n
TYP.ANCHOR TYPE, FOLLOW EMBEDMENT AND EDGE 4f
EMBEDMENT AND EDGE EDGE DISTANCE LIMITS.ANY =��' yM'' •':SF
DISTANCE PER SUBSTRATE, DISTANCE INSTALLATION OPTION SHOWN �
SFE TABLE 6,THIS SHEET, MAY BE USED ON ANY SIDE OF THE -*; N0,58705
EDGE WINDOW.
DISTANCE
INSTALLATION 2)2XWOODFRAMING ORBUM �Y 10TOTECHNOLOGY DPoVE FIN FRAME INSTALLATION DETAILS J ROSOWSKI !
•W
OPTION 8 EMBEDMENT 1-10 THICK OR GREATER. ��'•, TE �� N.VENICE,FL 34275
INSTALLATION ANCHOR ••�DR1pA..• ���� (941)480-1800
(NAIL)THROUGH THE FIN 2x WOOD,SEE NOTE 2,THIS SHEET. 3)VISIBLE LIGHT WIDTH OR HEIGHT i��' S•'• N`� ,rro xmi SH WINDOW INSTALLATION 05!11/11
(ALSO REFERRED TO AS DAYLIGHT "?;0 ONAL```�` 1G\ POT b R Sene��,u,e,r kab: Sheen D,a-f�p N,, Re.:
VERTICAL SECTION D-D BEADING TOBEOPENING)IS ADINGEDFROM AL�I.E.0ILtER P.E. SH-200 NTS 5 OF 8 MD-SH2O0-01 D
! PE;1 SB705 CERT.OF AUTH.#29296
T ~
p ''OV T Z C Z $ R m• y P $ B
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Item PGT PGT Part# Description
# Dwg.# j
1 2703E 62703EW Flange Frame Head 1 2000
2 2761B 62751 BW Flange Frame Sill 2.000• ,962• I
3 2781 62781W Flange Frame Jamb/Cuned Header •236- ow
4 2713 62713BW Integral Fin Frame Head 0 500• 2.600• od 1.125"
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5 2714E e2714EW Integral Fin Frame Sill 2JW 050'
6 2782 62782W Integral Fin Flame Jamb/Cured Header A � �. T�f
7 2706 62706DW Sash Bottom Rai 1 .as0' L
062• J "
8 2707 62707CW Sash Top Rail .062' °�"
9 2739 6273OW %ad Meeting Rail .050• 1
10 2709 62709CW Sash Side Rail 0FLANGE FRAME LNUM� �— 265W
11 27408 742740AW Sash Bottom Lock FLANGE FRAME JAMB/O FLANGE FRAME SILL O INTEGRAL FIN FRAME HEAD
O
6063-T6 ALUMINUM
12 2785 82785W Sash Stop
2 3 CURVED HEADER 4 6063-T5 ALUMINUM
BOBS-rs ALUMINUM
13 1 134 66615 Addon Flange �j
20 1228 61226M Vinyl Bulb,Flex PVC 70 1y
21 1662C 71862CW Head/Sill Gasket,Polyetheyne 1 I► .976
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22 1270 7PAD118 Oen Cell Foam Pad 3225'
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23 2772 72772SHK Fixed Meeting Rall Plug Gasket,Rigid PVC •Os0" � 1.125• � .050• � —�-I}.� ,Ofiz•
24 4068 84086G Wstp-,187 X.230 Fin Seal oe2
25 2764 72764W Sash Side Rail Gasket,Polyetheyne 20po 1.8c7*.oBz t.a9e^
28 1078 7121UM Balance Take-out Clip �� 05p 122V
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27 Varies per Size Balance t 12s' .050' T} t.6e2
.975• .062' _J - .062" .062'
28 2711 42800W Sash Cam,Nylon
29 1096 71096W Sweep Latch,Zinc �'
30 1016 7858WW #8X.625 Ph.Fl.SMS Latch Screws 2.a56 .050 .926' " l-- 1.010
INTEGRAL FIN FRAME JAMB/ �
31 1287 71267N Setting Block 1/8"x 1/2"%1",EPDM O INTEGRAL FIN FRAME SILL Og CURVED HEADER \J SASH BOTTOM RAIL O SASH TOP RAIL O FIXED MEETING RAIL
32 See Kommering 4SG TPS Spacer System 5063-Te AWMI NUM 8063-T6 ALUMINUM �J W63-TB ALUMINUM 60e3-T6 ALUMINUM G)
33 Sheet Quanex Super Spacer nXT with Hot Melt Butyl
34 7 for Quanex Duraseal
35 Materials Cardinal XL Edge Spacer
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38 Sash Bottom Lock Spring -moi •865• PRODUCT REVISED
37 Screen Cloth,Fiberglass tt87 � r� t.te7
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38 Dow Coming 899 Silicone Glazing Sealant 974 NOA-No. 17-0630.02
40 1625 578258 Glass Bead(1/8"Glass) t tsrE:piratlon Date 09/01/2021
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41 2719 62719B Glass Bead(3/16'Glass) -'-I .92G f+- — —� .060• 6y
42 1263 612838 Glass Bead(114'Glass) t0 SASH SIDE RAL �t SASH 807TOM LOCK RAIL 12 SASH STOP t3 ADOON FLANGE Miami-0a Produc n
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43 1253 BVT48B Glass Bead(I.G.) 6063-T5 ALUMINUM 5053-T6 ALUMINUM 6063-T5 ALUMINUM 6063-T6 ALUMMUM
5o 781PQA #8 X 1"QUAD Pn SMS
51 781PSTX #8 X 1'Sq.Pin TWin Fast SMS-410 S.S.
52 1184 781LHPQA #8-15 x t LH TWlnfast Screw Zinc .`
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53 1186 7BILHPQX ill x 1 LH T4dnfast Screw Zinc(S.S.) `wEN
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