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Product Approval
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Product Approval Menu>Product or Application Search>Application List>Application Detail
FL# FL239 R24-
Application Type Revision
Code Version 2014
Application Status Approved
*Approved by DBPR.Approvals by DBPR shall be reviewed a2d 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 Ext22318
druark@pgtindustri'es.com
Authorized Signature Jens Rosowski
jrosowski@pgtindustries.com
Technical Representative ]ens Rosowski
Address/Phone/Email 1070 Technology Drive
Nokomis,FL 34275
(941)486-0100 Ext21140
irosowski@pgtindustries.com
7
Quality Assurance Representative
N Address/Phone/Email
Category CSngndows
Subcategory le Hun
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 08/22/2016
Date Validated 09/07/201.6
Date Pending FBC Approval FILE
Date Approved 09/08/2016
Summary of Products
F Model,Number or Name Description
39.1 1 SH-200(Non-Impact) Aluminum Single Hung Window
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL239 R24 C CAC 16._0505 02.pdf
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 FL239 R24 II 16-050502Qdf
(NOA)for product performance information,anchorage details, Verified By: Miami-Dade BCCO-CER
and anchor type,size,and spacing information. Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
239.2 SH 5)0(Large Missile Impact) WinGuard Vinyl Single Hung Window
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL239 R24 C CAC 15-0612.12b.pdf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 01/08/2019
Design Pressure:N/A Installation Instructions
Other:Please see Miami-Dade County Notice of Acceptance FL239 R24 II_15_0612.12b.pdf
(NOA)for product performance information,anchorage details, Verified By: Miami-Dade BCCO-CER
and anchor type,size,and spacing information. Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
239.3 SH-600(Non-Impact) Aluminum Single Hung Window
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL239_R24 C CAC_16 0714 05.pdf
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 County Notice of Acceptance FL239 R24 II_16=0714.05_pdf
(NOA)for product performance information,anchorage details, Verified By: Miami-Dade BCCO-CER
and anchor type,size,and spacing information. Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
239.4 SH-700(Large Missile Impact) Aluminum Single Hung Window
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL239.._R24 C CAC..__16_0714.06..pdf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 03/26/2021
Design Pressure:N/A Installation Instructions
Other:Please see Miami-Dade County Notice of Acceptance FL239 R24__II. 16=071406.,_pdf
(NOA)for product performance information,anchorage details, Verified By: Miami-Dade BCCO-CER
and anchor type,size,and spacing information. Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
239.5 SH-800(Large Missile Impact) Multi-Story Aluminum Single Hung Window
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL239...R24-_C_-CAC_16_-0714;01.._pdf
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 FL239R24_II.16-714._01,pdf
(NOA)for product performance information,anchorage details, Verified By: Miami-Dade BCCO-CER
and anchor type,size,and spacing information. Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
239.6 SH-800(Small Missile Impact) Multi-Story Aluminum Single Hung Window
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL239__R24 C__CAC16-0714,.02,pdf
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 FL239._R24 II._16:0714.:_02.,.pdf
(NOA)for product performance information,anchorage details, Verified By: Miami-Dade BCCO-CER
and anchor type,size,and spacing information. Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
239.7 SH-3000(Large Missile Impact)_ Architectural Systems Aluminum Single Hung Window
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL239 R24 C CAC 15-0612.11 LMI.pdf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 12/06/2017
Design Pressure:N/A Installation Instructions
Other:Please see Miami-Dade County Notice of Acceptance FL239 R24 II 15-0612._11 LMI-pdf
(?40A)for product performance information,anchorage details, Verified By:Miami-Dade BCCO-CER
and anchor type,size,and spacing information. Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
239.8 SH-3000(Small Missile Impact) Architectural Systems Aluminum Single Hung Window
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL239R24_C CAC_15 0¢12.10 SMI�dF
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 12/06/2017
Design Pressure:N/A Installation Instructions
Other:Please see Miami-Dade County Notice of Acceptance FL239 R24 II 15-0612Z10 SMI.pdf
(NOA)for product performance information,anchorage details, Verified By: Miami-Dade BCCO-CER
and anchor type,size,and spacing information. Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
239.9 SH-5400(Non-Impact) Vinyl Single Hung Window
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL239 R24 C_CAC_16:0714.04..pdf
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 FL239 R24 II 16 0714 04,pdf
(NOA)for product performance information,anchorage details, Verified By: Miami-Dade BCCO-CER
and anchor type,size,and spacing information. Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
239.10 SH-5500(Large Missile Impact) Vinyl Single Hung Window
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL239 R24 C CAC.,_16,-0714.03,pdf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 07/30/2020
Design Pressure:N/A Installation Instructions
Other:Please see Miami-Dade County Notice of Acceptance FL239R24__II 16-0714.03,pdf
(NOA)for product performance information,anchorage details, Verified B.y: Miami-Dade BCCO-CER
and anchor type,size,and spacing information. Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
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Y
Contact us::2601 Blair Stone Road.Tallahassee FL 32399 Phone:850-487-1824
_ The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement
Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic
mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.'Pursuant to Section 455.275
(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The
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:
CrA'dlt Cad
Safe
/� f6
M IAM I-DARE
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) wrvw.miamidade.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 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 Velocity Hurricane Zone.-
DESCRIPTION: Series"SH-200"Aluminum Single Hung Window—N.I.
APPROVAL DOCUMENT: Drawing No.MD-SH2O0-01,titled"Single Hung Window Installation"
sheets 1 through 8 of 8,dated 05/11/11,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.
h MISSILE IMPACT RATING: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 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 wilt 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 and renews NOA# 15-0528.22 and consists of this page 1 and evidence page E-1,as
well as approval document mentioned above.
The submitted documentation was reviewed by Manuel Perez,P.E.
- w /� NOA No. 16-0505.02
MIAMI DACE COUNTY /�( Expiration Date: September 01.2021
6,2016 Approval Date: June 1
�1 �� Page 1
PGT Industries,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
(Submitted tinder NOA No. 11-0614.01)
2. Drawing No. MD-SH2O0-01,titled"Single Hung Window Installation"sheets 1
through 8 of 8, dated 05111/11, with revision C dated 04/22/16,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-5'
Edition (2014), dated 05/22/15,prepared by manufacturer, signed and sealed by
. . . Anthony Lynn Miller., P.E. . . (,,Vubntitted under previous NOA No. 15-052.8.22). ..
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.
F. STATEMENTS
1. Statement letter of conformance, complying with FBC-5t" Edition (2014), dated May
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.
G. OTHERS
1. Notice of Acceptance No. 15-0528.22, issued to PGT Industries, Inc. for their Series
"SH-200"Aluminum Single Hung Window-N.I., approved on 08/06/15 and expiring
on 09/01/16.
Manuel P reZ P.E.
Product Contr 1 Exanliner
NOA No. 6- 5.02
Ex_niration Date: September.01.2021 - .
Approval Date: June 16,2016
E-1
• i' 1
GENERAL_NOTE:;:SERIES 200 NON-IMPACT SINGLE HUNG WINDOW
1)THIS PRODUCT HA!.BEEN DESIGNED&TEE TED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA
BUILDING CODE,INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ).
- 53-1/8"TIP-TO-TIP WIDTH
2)SHUTTERS ARE REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS. - 52-1/8"BUCK WIDTH 52-118"BUCK WIDTH
49 _
3)FOR MASONRY APPLICATIONS IN MIAMI-DADE COVNTY,USE ONLY MIAMI-DADE COUNTY APPROVED MASONRY NO ANCHORS _ -1/8" '
VISI49-1/8"
ANCHORS.MATERIAL USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE,ASTM C90 CONCRETE REQUIRED IN VISIBLE LIGHT BLE LIGHT
MASONRY UNITS AND CONCRETE WITH MIN.KSI PER ANCHOR TYPE,SEE TABLES 5&6•SHEET 4&S. FLANGE
FRAME HEAD -.-~B �' --- 3"MAX. F._--D
4)MASONRY ANCHOF:S MAY BE USED INTO WOOD AS PER TABLE 5,SHEET 4.ALL WOOD BUCKS LESS THAN A —� - ----- I ----" _
1-1/2"THICK ARE TO E E CONSIDERED 1X INSTALLATIONS.1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED �� C I �-
DIRECTLY TO SUBSTFATE.WOOD BUCKS DEPICTED AS 2X ARE 1-112"THICK OR GREATER.1X AND 2X BUCKS I r 35-1/2"
8"MAX.FROM -_. _._I_._._.__/._. 1
(WHEN USED)SHALL 3E DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE.WOOD BUCK DESIGN I /T i Ll VISIBLE _ , 35-1/2'
AND INSTALLATION IE THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. CENTER OF - /
MEETING I 21- LIGHT 78" .r.- VISIBLE
RAIL MAX.O.C. LIGHT
5)ANCHOR EMBEDME NT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.USE ANCHORS OF -- i TIP-TO 6"MAX.O.C.
SUFFICIENT LENGTH AS SPECIFIED ON TABLE 5&6,SHEET 4&5.NARROW JOINT SEALANT IS USED ON ALL j 77" TIP
FOUR CORNERS OF THE FRAME.INSTALLATION ANCHORS SHOULD BE SEALED.OVERALL SEALING/FLASHING " ..___._. !�' HEIGHT +
STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE I III i BUCK I I C
OF THESE INSTRUCTI)NS.
HEIGHT III I 77'
6)SHIMS ARE REGUIF ED AT EACH ANCHOR L)CATION WHERE THE PRODUCT IS NOT FLUSH TO THE 8 CENTER OF L.-.MAX.FROM j'J� I %/I L.--�' -j BUCK
SUBSTRATE.USE SHI AS CAPABLE OF TRANS!-ERRING APPLIED LOADS.WOOD BUCKS,BY OTHERS,MUST BE �I HEIGHT
MEETING I l I I
SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED ON THEM BY THE WINDOW. RAIL % !' Y3^
7)DESIGN PRESSI IRE S: i -- MAX.O.C. I /
A.NEGATIVE DESIGN LOADS BASED ON STRL•CTUFtAL TEST PRESSURE,FRAME ANALYSIS AND GLASS PER ASTM
B.POSITIVE D GLAES 16N I:ADS BASED 30 WATESL TEST PRESSURE,STRUCTURAL TEST PRESSURE,FRAME MAX. I L.---�8 NO ANCHORS REQUIRED I
ANALYSIS AND GL45::PER ASTM E1300. � IN FLANGE FRAME SILL 3'MAX. J
_ �- 6"MAX.O.C.
8)THE ANCHORAGE F•IETHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO
THE REQUIRED DESIGN PRESSURE.THE 331.3%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF (!:YP. FLANGE FRAME ELEVATION` TYP. INTEGRAL FIN FRAME ELEVATION
THIS PRODUCT.THE .6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD.
ANCHORS THAT COM=INTO CONTACT WITH OTHERDISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS (TESTED (TESTED UNIT)
OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE.
9)REFERENCES:TES-i REPORTS FTL-6479;EL CO ULTRACON NOA;ELCO CRETEFLEX NOA;ANSI/AFBPA NDS FOR
WOOD CONSTRUCTIC N AND ADM ALUMINUM DESIGN MANUAL.
10)THE 200 SERIES SINGLE HUNG WINDOW WAS FORMERLY KNOWN AS THE 4000 SERIES(FLANGE FRAME)OR GUIDE TO SHEETS:
4001 SERIES(FIN FRAME). DESIGN PRESSURE RATING IMPACT RATING
-------- - GENERAL NOTES........................1
VARIES, NOT RATED FOR ELEVATIONS............................ 1
SEE SHEETS 2&3 IMPACT RESISTANCE &DESIGN PRESSURES............2&3
INSTALLATION,FLANGE.............4
STANDARDS USED: INSTALLATION,INTEGRAL FIN...5
WINDOW SHAPES AND SASH CONFIGURATIONS AS SHOWN BELOW OR SIMILAR,MAY BE USED BY INSCRIBING THE •2014 FLORIDA BUILDING CODE(FBC),STH EDITION ANCHOR QUANTITIES.................6
SHAPE IN A BLOCK AND OBTAINING DESIGN PRESSURES FOR THAT BLOCK SIZE FROM THE TABLES ON SHEETS 2&3.
_. _. .. ....__. •ASTM E1300-09 GLAZING DETAILS.......................7
•ANSI/AF&PA NDS-2012 FOR WOOD CONSTRUCTION CORNER ASSEMBLY...................7
•ALUMINUM DESIGN MANUAL,ADM-2010 EXTRUSION PROFILES................8
I+ V9DTH WIDTH -�{ •AISI-S700-07/S2-2010 PARTS LIST...................................8
-- r
PRODUCTA1iViSBU
/ Build,ngCode lF•65o5.0
2
Revised By: Dato: RevADD E<pirut' Daly �g)
ADDED IG SPACERS,
HEIGHT - -- HEIGHT EIG JR BY
�i"
III - 04/22/16 ORRECTED SASH HEIGHTS
,ul
- - li;,ni Dude Product UT"
Revbed By Dote: ReWlon:
h
/ = �/ �/ - �/ _ ..� _• Devarlptlon I
_ !I
5 2 l OR
OBySGENERAL NOTES&ELEVATION J :
OWSKI
I
F.OIIAI IITF. PM11M IDRIEL -I:HTOPPROVIEW/ORIEL MOIUSTOP EOJAL LITE 1070 TECHNOLOGY DRIVE Title: Dote:
I F`:`'' - " N. , FL P.O. BOX 1529 SINGLE HUNG WINDOW INSTALLATION 05/11/11
P.O. B29
at! NOKOMIS: FL 34274 Scrfee/Model: Srnle: Sheet: 0—Mg No. Rev:
A -YPE.N 8FH.I` CERT. OF AUTH. #29296 SH-200 NTS 1 OF S MD-SH2O0-01 C
v
TABLE 1:
TABLE 2:
Maximum 2 Design Pressure(IbSfft2)for Glass Type A, Fin&Flange Frame Monolithic Glass Types
Window Sash Height
PRODUCT REVISED
as cmm
PIYinB„•itMthe r
Heights see Figure A,this sheet) Maximu A ,l 1/8"Annealed FWidwm Window Width' Buildin.CA,
B 118"Tempered I-Ptnnm No 16.0505,oz
19-1/8" 26-112" 33" 37" 41" 45" 49" 53-1/8" Cspfrat'nUara ZI
C 3116"Annealed _
23" 11-9/"6"(Equal Lite) +55.0 I -90.0 +55.0 I -90.0 +55.0 I -9D.0 +55.0 1 -90.0 +55.0 I -90.0 +55.0 1 -90.0 +55.01 -90.0 +55.0 1 -90.0
D 3/16"Tempered bt Nnl ode Produ;unp
under 18-9/16" +55,0, -90.0 +55.01 -90.0 +55.0, -75.2 +55.0 I -65.5 +55.0, 57.3 +50.2, -50.2 +44.8, 44.8 +39.9, 39.9
E 1/4"Annealed
37" 18-9/'6"(Equal Ltte) +55.0� -90.0 +55.0- -90.0 +55.0 -84.2 +55.0 .74.5 +55.0 -66.5 +55.0: -61.0 +55.0: 57.7 +55.0' 55.0
F 1!4"Tempered
013r 18-9/16" +5h,0l -90.0 +55.0' -90.0 +55.0' .75.2 +55.0 -65.5 +55.0 -57.3 +50.2 -50.2 +44.81 44.8 +39.9' -39.9
ur der 15-7/8" +55.0I -90.0 +55.01 -87.1 +55.0I -73.4 +55 -63.8 +55.01 56.8 +50.0 -50.0 +44.8I 44.8 +40.0 -00.0 �0
38-3J8" 15'7!8"thru 193/16"3 r5`�.0 -90.0 +55.0�_90.0 +55.0 -78.7 +55.0 I -68. +55.0 11 -%5 +51.1 -51.1 +45.9, 45.9 +41.3 -01.3 TABLE 3:
19-1/4"(Equal Lite) +5,5.0, -90.0 +55.0 1 -90.0 +55.0, -82.7 +55.0, -72.6 +55.0 53.5 +55.0 57.9 +54.2, -54.2 +51.5, 51.5 Insulated Glass Types O o
-I o 0
0mr19-114" +55.01 -90.0 +55.0 -87.1 +55.0' -73.4 +55.0' -63.8 +55.0' 568 +50.0' 50.0 +44.8' 44.8 +40.0 -40.0 W
I G 1/8"Annealed,1/4"Airspace,1/8"Annealed O 8 Z o
under 19-9116 +56.0 -81.5 +55.0 I -72.3 +55.0 1 -61.3 +55.0 155.3 +50.5 1 -50.5 +45.8 145.8 +42.0 1 42.0 +38.7 I -38.7 H 3/16"Annealed,3/16" CN
Airspace,1/8"Annealed & O CN
19-3/1 T thru 22-1/2"3 +55.0� .90.0 +55.0 1 .87.9 +55.0 I -74.0 +55.0 1 -64.3 +55.0 1 56.9 +50.1 50.1 +44.8 1 44.8 +40.0 40.0 � a ,
45" S I 1/8"Tempered,1/4"Airspace,1/8"Tempered k
22-91,6"(Equal Lite) +56� _90.0 +55.0, -90.0 +55.0, -78.8 +55.0, -68.1 +55.0, -58.5 +51.1, 51.1 +46.0, 46.0 +41.4, -01.4 x •�
J 3/16"Tempered,3/16"Airspace,1/9'Tempered y g
mer22-9/16" +55.0 -81.5 +55,0' -72.3 +55.0, -61.3 +55.01 55.3 +50.5' 50.5 +45.8' 45.8 +42.0 42.0 +38.7' -38.7 �Z Q
ur,der 2D-1/8" +55,0, -71.6 +55.0 i -62.8 +55.01 -55.4 +50.3 -50.3 +45.9 1 45.9 +41.7 41.7 +38.9 i -38.9 +36.2 36.2 inLL
00
20-1/f"thru 24-1/2"3 +55.01 -90.0 +55.0 I -82.5 +55.0I -69.5 +55.01 -61.6 +55.0I -55.4 +49.3 149.3 +44.6I 4 0.0I 4 Z 4.6 +40.0 ..O
49"
2491,6"(Equal Lite) +55.01 -90.0 +55.0, .90.0 +55.0 -76.4 +55.0; -66.5 +55.01 -57.8 +50.4 -50.4 +45.0 1 45.0 +40.1 1 40.1 FIGURE A:SASH �0= " N
-( CROSS SECTION p Q O
over 24-9l16 +55.0, -71.6 +55.0, 52.8 +55.0, -55.4 +50.3, -50.3 +45.9, 45.9 +41.7 41.7 +38.9, -38.9 +36.2, 36.2 (WITH MONOLITHIC W
uncer20-13/16" +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.g GLASS) Z s~
Z
20-13/1•i"thru 25-5/16"3 +55.0 j -89.6 +55.0 j -80.3 +55,0 j 57.7 +55.0 I -60.6 +54.2 I -54.2 +49.0 49.0 +q4,2 44,2 +40,0 j 40.0 C/)
50-5/8" I � U
253/3"(Equal Lite) +55.01 -90.0 +55.01 -90.0 +55.0 I -75.4 +55.0! 55.7 +55.0! -57.4 +50.3 150.3 +44.9 144.9 +39.91 -39.9 li N W Z
over 25-3/8" +55.01 -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 ii $ O c Z 2 O
uncer 24-15l16" +5.5.0 -56.0 +43.8 43.8 +41.9' 41.9 +39.1' -39.1 +36.0 -36.0 +32.6' -32.6 +30.0' -30.0 +27.6' -27.6
61" 34-15/16"thru 30-1/2"3 +55.01 -75.0 +55.01 -66.0 +65.0 1 -57.4 +51.9 1 -51.9 +47.4 1 47.4 +43.2 1 43.2 +39.9 1 -39.9 +37.3 1 -37.3 ij ai' J E S
30-9/6"(Equal Lite) +55.0 I 87.9 +55.0 -75.8 +55.01 56.6 +55.0 I -59.7 +53.51 53.5 +q8.7 I -08.7 +43.91 43 VISIBLE LIGHT SASH
.9 +39.9( -39.9 HEIGHT jl HEIGHT 8 W o Z
over 30-9116° +55.Oj -67.8 +55.0 1 .59.9 +53.3 1 -53.3 +48.5 48.5 +44.1 144.1 +40.2; 40.2 +37.6 -37.6 +34.8; -34.8 I� o (!) N
under 25-3/4" +54.7 1 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 +26.5, -26.5 SASH HEIGHT-3-9l18' �' W
63" 25-314"thru 31-1/2"3 +55.01 -72.0 +55.0 -63.2 +55.0' -55.7 +50.5' -50.5 +46.1' 46.1 +41.9' 41.9 +39.0' -39.0 +36.3' -36.3
n
31.9/6"(Equal Lite) +55.01 -83.9 +55.01 -71.7 +55.01 -64.8 +55.0 j -58.2 +52.41 -52.4 +47.9 I -07.9 +43.3 43.3 +39.7 I 39.7
owr 31-9l16" A-62.5
67.8 +55.0 I -59.9 +53.3 I -53.3 +48.5 148.5 +44.1 144.1 +q0.2 40.2 +37.6 1 -37.6 +34.8 1 34.8
under 293/4" 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, -25.8 Ij =ci mvi <
73" 29-3l4°thru 36.1/2"3 1.0 +52.0 52.0 +48.2' -08.2 +44'0 ii .44.0 +40,1' -00.1 +37.0 37.0 +34.1' -34.1 +31.4 1 31.4 0 a o 0
36-9/'6"(Equal Lite) 68.3 +55.01 56.3 +52.1 1 -52.1 +51.5 1 -51.5 +47.0 1 47.0 +42.7, 42.7 +39.6 -39.6 +37.01 -37.0 ^z =
U
o1�r 36-9116" 67.8 +55.0 i .56.3 +52.1 1 52.1 +48.5 48.5 +44.1 44.1 +40.2 1 40.2 +37.6 I -37.6 +34.8 1 -34.8
ur der 31-3/4" 53.3 +39.7, -39.7 +39.1, -39.1 +36.7, -38.7 +33.4, -33.4 +30.3, -30.3 +28.0, -28.0 +25.8, -25.8
78" 31 '4"thru 39"3 .58.3 +48.0 48.0 +45.2, 45.2 +41.2 i -01.2 +37.9- -37.9 +34.8, -34.8 +31.7 -31.7 +29.5, -29.5 - _
39.1/':B"(Equal Lite) -62.5 +50.8' -50.8 +46.3' -46.3 +45.2' 45.2 +44.2 44.2 +40.3' 40.3 +37.7 -37.7 NOTES
I Tip-to-tip dimensions for flange windows shown.For fin windows or buck dimensions,subtract 1". 1)USE THIS TABLE FOR ALL WINDOWS THAT ARE GLAZED WITH 1/8" _
3 Overall sash height.For clear daylight height,subtract 3-9/16". ANNEALED GLASS(TYPE A). Y.
3 Size fangs If1CIUdeR the standard Pro-View(3-D1er-2 configuration)for the given Window Height. 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH (,-(, 51� 4
For overall sash width,subtract 2-15I16"from the buck dimension.
OR HEIGHT DIMENSION SHOWN ON THE TABLE.
A.LYNNIMILLER•P.E.
WINDOW HEIGHT-SASH HEIGHT CAN NOT EXCEED 53". P.E.058705
9 ,
TABLE 4'.
TABLE 2:
Maximum 2 Design Pressure(lbs/ft2)for Glass Type B-J, Fin&Flange Frame Monolithic Glass Types r1<1:.rUCT REVISED
Window ash Height
I (see Fi re A,this sheet I A 1/8"Annealed �-ccmniw,g u•i11.u�Flvrid,i
Bui!din
He ght
N Maximum Window Width s code
B
Temp
" e 26-1/2" 33" 3 41" 45" 49" 53-1/8 C 3116 Annealed =^n�re�tIa�,ccD Nab�a_1ro•L ¢,�pp7,2y
23" 11-9;18"(Equal Lite) +55.01 -90.0 +55.0 •90,0 +55.01 90.0 +55.01 90.0 +55.01 -90.0 +55.01 -90.0 75501 -90.0 +55.0 90.0
D 3/16"Tempered r;liemi �dc ra d,M1 C tri r I under 189/16" +i5.0, -90.0 +55,0 90.0 +55.0 90.0 +55.0 r -90.0 +55.0 90.0 +55.0, •84.3 +55.0 -78.0 +55.0 -72.9 E 1/4"Annealed �J
37" 18 9'16"(Equal Lite) +55.0 j 90.0 +55.0 90.0 +55.0' -90.0 +55.0 90.0 +55.0 -90.0 +55.0 -90.0 +55.0 81.1 +55.0 -73.4 F 1/4"Tempered
Suer 189/16" +55.01 90.0 +55.0' 90.0 +55.0 -90.0 +55.0 -90.0 +55.0' -90.0 +55.0 -84.3 +55.0 j -78.0 +55.0 -72.9
L,nder 15 7/8 +55.0 -90.0 +55.01 -90.0 +55.0 -90.0 +55.0 -90.0 +55.0 1 -88.5 +55.0 -8T8 +55.0 1 -75.0 +55.01 56.5 a U
38-3/8„ 15-7/r{"thru 19.'/16"3 +55.0 50.0 +55.0{ 90.0 +55.0 -90.0 +55.0 -90.0 +55.0 j .90.0 +55.0 -87.9 +55.0, -78.8 +55.0 -71.2 TABLE 3:
19-1/4"(Equal Lite) +55.0 -90.0 +55.0 •90.0 +55.0 -90.0 '+55.0 -90.0 +55.0 -90.0 +55.0 787.9 +55.0 -78.8 +55.0 -71.2 Insulated Glass Types O o
0
rver 19-114" +��0 90.0 +55.0 .90.0 +55.0 -90.0 +55.0' -90.0 +55.0 -88.5 +55.0 -81.8 +55.0 -75.0 +55.0 -68.5 G 1/8"Annealed,1/4"Airspace,1/8"Annealed p `8 Z N
under 199/16" +55.01 -90.0 +55.0 j 90.0 +55.01 90.0 +55.0 -86.5 +55.0 -80.2 +55.01 -73.2 +55.0 -66.3 +55.01 59.7 H 3/16"Annealed,3/16"Airspace,118"Annealed o � o O_ �
45" 19-9Y:6"thru 22-1/2"3 +55.01 90.0 +55.0 90.0 +55,0 I -90.0 +55.0 j -90.0 +55.0 89.1 +55.0 j -78.5 +55.0 1 -70.0 +55.0 -63.0 1 1/8"Tempered,1/4"Airspace,1/8"Tempered q�
22a'16' (Equal Lite) +.55.0 90.0 +55,0, 940 +55.0, 90.0 +55.0 90.0 +55.0 •89.3 +55.0, -78.5 +55.0 -70.0 +55.0, 63.0 J 3/16"Tempered,3/16"Airspace,1/8"Tempered m N J
¢w JQ
;veer 229/16" +55.0 -90.0 +55.0 90.0 +55.0 90.0 +55.0 86.5 +55.0 50.2 +55.0 1 -73.2 +55.0 1 56.3 +55.0 1 -59.7 w z O
inder201/8" +55.0 i 90.0 +55.0 j 90.0 +55.0 1 -86.0 +55.0' -81.8 +55.0 j -75.7 +55.0 i -69.2 +55.0 j -62.8 +55.0 57.7 w rA LL
x
20-1;8"thru 24-1/2"3 +55.0 90.0 +55.01 90.0 +55.0 90.0 +55.0 90.0 +55.0 84.8 +55.0 -74.2 +55.0 -65,9 +55.0 59.1 0= Z 8 O
FIGURE A:SASH
249;'16"(Equal Lite) +55.0 90.0 +55.0 90.0 +55.0 90.0 +55.0 -90.0 +55.0 -84.8 +55.0, -74.2 +55.0 55.9 +55.0 59.1 O
CROSS SECTION - D7
over 24-9/16" +55.0I 90.0 +55.0 -90.0 +55.0 -86.0 +55.0 -81.8 +55.0 -75.7 +55,0 -69.2 +55.0 1 -62.8 +55.0 57.7 (WITH I.G.GLASS) rc LU 0 U)
ur der 20-13/16" +55.0 90.0 +55.0 90.0 +55.0 53.5 +55.0 -79.1 +55.0' -74.0 +55.0 57.3 +55.0 51.9 +55.0' S6.8 Z
_ ..
505/8" 20-13/16"thru 255116"3 +55.01 90.0 +55.01 90.0 +55.0 1 90.0 +55.01 .90.0 +55.01 -83.2 +55.0 -72.7 +55.0 j -b4.5 +55.0 j 57.8 cp � Z
25:,/8"(Equal Lite) +55.01 -g0.0 +55.D 90.0 +55.0 190.0 +55.0 90.0 +55.0 -83.2 +55.0 -72.7 +55.0 -64.5 +55.0 1 57.8 iii! N W Z
over 253/8" +55.0 90.0 +55.0 90.0 +55.0. -815 +55.01 -79.1 +55.0 -74.0 +55.0 -67.3 +55.0 51.9 +55.0, 56.8 V CD
urder 24-15116" +5.0 -87.9 +55.0 -75.6 +55.0 -65.7 +55.0 -6'2.3 +55.0 -60.0 +55.0 56.5 +53.2 53.2 +49.6 •49.6 � iii i $ O $ Z w _cV
34-15.16'thru 301/2"3 +35.0 .87.9 +55.0 -75.8 +55.0 -74.1 +55.0 -74.1 +55.0{ -74.1 +55.0 j -65.5 +55.0 57.5 +51.1 j .51.1 i4 O -1 i=61, .. !! SASH m "2 .�(A (D e(n
309,'16"(Equal Lite) +55.0� -87.9 +55.0 -75.8 +55.0 -74.1 +55.0 -74.1 +55.0 I -74.1 +55.01 -65.5 +55.0 57.5 +51.1 51.1 VISIBLE LIGHT I HEIGHT W _Z
" HEIGHT III 'I o C, 1= m°
over 309/16" +55.0 -87.9 +55.0 -75.8 +55.0{ -74.1 +55.0; -74.1 +55.01 -74.0 +55.0 -65.5 +55.0, 57.5 +51.1 51.1 =
Lnder 253/4" +55.0 -83.9 +55.01 -71.7 +55.0, -62.0 +55.0 59.9 +55.0 57.8 +54.5 54.5 +51.3 1 51.3 +48.3 48.3 SASH HEIGHT-3-9/16" I,
25-34"thru31-112"3 +� -83.9 +55.0 -71.7 +55.0' -69.4 +55.0' .69.4 +55.0 -69.4 +55.0 -64.5 +55.0' 56.5 +50.2 50.2 lit; ® on �N N
31-9 16"(Equal Lite) +55.01 -83.9 +55.0 i -71.7 +55,0 j 89.4 +55.01 59.4 +55.0 59.4 +55.0 64.5 +55.01 56.5 +50.2 50.2
van
ever 31-9/16" +55.0 i -83,9 +55.0 •71.7 +55.0 1 -69.4 +55.0 I -69.4 +55.0 -69.4 +55.0 -64.5 +55.0 1 56.5 +50.2 50.2
ender 29314" +55.0, 58.3 +55.0 56.3 +52.1, 52.1 +51.5, 51.5 +51.5 51.5 +51.5 51.5 +50.0, 50.0 +46.4 46.4 1 IT
z m
�W ciO O
73" 2934'thru 36-1/2"3 +65.0 -68.3 +55.0 i 56.3 +52.1 52.1 +51.5 51.5 +51.5 51.5 +51.5 51.5 +51.5 1 51.5 +46.4: -46.4 a a i
369'16"(Equal Lite) +55.0 58,3 +55.0 56.3 +52.1 52.1 +51.51 51.5 +51.5 51.5 +51.5 j 51.5 +51.5 51.5 +46.4{ 46.4 o Z
over369116" +55.0 -68.3 +55.0 56.3 +52.1 52.1 +51.5 51.5 +51.51 51,5 +51.51 51.5 1+51.5 51.5 +46.41 -46.4
Lnder 31314" +55.0 .62.5 +50.8 50.8 +46.3 1 -46,3 +45.2 j -45.2 +45.0 -45.0 +45.0 -45.0 +45.0 45.0 +45.0 -45.0
76" 31314"thru 39 3 +55.0 62.5 +50.8 -50.8 +46.3 -46.3 +45,2 45.2 +45.0 45.0 +45.0 45.0 +45.0 -45.0 +45.0 45.0
39.1'16"(Equal Lite) +55.0 -62.5 +50.81. 50.8 +46.3 -06.3 +45.2 -45.2 +45.0 -45.0 +45.0 -45.0 +45.0 -45.0 +45.0 -05,0 NOTES
I Tip-to-lip dimensions for flange Windows shown.For fin Windows Or buck dimensions,subtract V. 1)USE THIS TABLE FOR ALL WINDOWS THAT ARE GLAZED WITH GLASS � _
p TYPES B J.NOT APPLICABLE WITH.
- . H 1/8"ANNEALED GLASS(TYPE A). -
Uerall sash height.For clear daylight height,subtract 3-9/16".
3 Size range include"the standard Pro-View(3-0eer-2 conffguratlon)for the given Window Height. 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH OR -/:T'7•I� '
For overall sash width,subtract 2-15118"from the buck dimension. HEIGHT DIMENSION SHOWN ON THE TABLE.
A.LYNN MILLER,P.E.
WINDOW HEIGHT-SAFH HEIGHT CAN NOT EXCEED 53". P.E.q rieluc
11 !}
INSTALLATION DETAILS FOR FLANGE FRAM_ E__S_ CONCRETE/CMU CONCRETE/CMU
OPTIONAL ADOON•' \ EMBEDMENT PER ANCHOR - PER ANCHOR '
INSTALLATION FLANGE.@ HEAD, (13) REQUIREMENT REQUIREMENT -TYPEANCHOR
OPTION 1 SILL a JAMBS
/~\ EMBEDMENTAND
CURVED HEADER _ _ 1/4"MAX (41 t \\
INSTALLATION INTO WOOD �- _ - - EDGE •� -/ \ \27 .• EDGE DISTANCE
2X,SEE NOTE 2,THIS SHEET. -- _ _ - DISTANCE I' ° 1 SHIM 2 /6�\ (1
0 \ PER SUBSTRATE,
�_, „_— ° ! _ _ \ _ k SEE TABLE 5,
Q r C_� EMBEDMENT \-��.-.�� �_ I `• l �\ ____1 \ G / \� THIS SHEET.
- 7YP.ANCHOR I \ `\t/t
TYPE. 1 -_ �8\__ I (EMBEDMENT
- U tt4"MAX 114" 4 EMBEDMENT II / /.__ _ \ (I EDGE
Y SHIM =- M AND EDGE /
�3 -/ TYP.ANCHOR TYPE, SHIM DISTANCE PER - --- ---_, �pq �/ DISTANCE
v EMBEDMENT AND SUBSTRATE, _ °
;� SEE TABLE 5, _._..._ • f - - �J
1.465" II EDGE DISTANCES �J THIS SHEET. j _ 32-32
Iy II _ PERsu6sTRA7E, INSTALLATION I�a3\ sa�
L_. 1 SEE TABLE S,THIS - / EXTERIOR INSTALLATION
3f� SHEET. OPTION 1 INSTALLATION OPTION 3
VISIBLE - VISIBLE LIGHT WIDTH
:!I STRAIGHT HEADER OPTION 2 INSTALLATION ANCHORS
HEG HT jl \—16 INSTALLATION ONTO INSTALLATION BUCK WIDTH THROUGH 1X BUCKSTRIP
/ WOOD 2X.NO ANCHORS ANCHORS DIRECTLY TIP-TO-TIP WIDTH INTO MASONRY.
II -f30� .._
I / \ REQUIRED AT HEADER. INTO MASONRY.
j 29 HORIZONTAL SECTION A-A
#12 STEEL 1/4"MAX.SHIM
TABLE 5: EGRESS FORMULAS
IL! (EQUAL-CITE)
SELF-DRILLING Anchor Anchor Substrate Min.Edge Min.
` SMS(G5),SEE--� Group Distance Embedment HEIGHT:
TIP-TO-TIP
2.75 1"(') (< r�6�� TABLE 5,THIS \ A 114"410 SS CreteFlex Ungrouted CMU ASTM C-90) 1-314" 1-1/4" HEIGHT:TIP-TO-TIP WIDTH@-6-5l16'
SHEET L_. _ P.T.Southern Pine(SG=.55) 9/16" 1-3/8"`�
eucK VISIBLE LIGHT FORMULAS
EXTEFIOR USE EITHER � ! --- � -��
HEIGHT LATCH(#29)OR INSTALLATION #1 Steel SMS minum, T5 min. 1/"' (EQUAL-CITE)
\I �_-, BOTTOM LOCK OPTION 4 Screw(GS) Steel Stud,Gr.33 min. 3f8" 0.0346(20 Ga)• WIDTH(SASH):TIP-TO-TIP WIDTH-5-1/16"
TIP-TO-TIP J 32-35 (#11).TESTED INSTALL4TION [—' A36 Steel 3/8" 1/8- WIDTH(FIXED):TIP-TO-TIP WIDTH-4"
HEIGHT S l lj / UNIT LOCATION: ANCHORS P.T.Soulhem Pine(SG=.55) 1" 1-318" HEIGHT:(TIP-TO-TIP HEIGHT-7-1/16")/2
37�1--,, II 6-5/B'FROM DIRECTLY INTO
_ '�S� II VENT END. 1/4"410 SS CreteFlex Concrete(min.3.35 ksi) 1" 1"
II, II/r-<64) METAL.
5 VISIBLE II '14 �_� •.� �-(3\ Ungrouted CIVIL,(ASTM C-90) 1-314" 1-1/4"
LIGHT jI II / \�/ - �l `�I P.T.Southem Pine(SG=.55) 1"
HEIGHT �I� jl DADE APPROVED MULLION, C 1/4"Steel Ultracon Concrete(min.2.9 ksi) 1"
ALUMINUM,STEEL FRAMING OR EXTERIOR I I Ungrouted CMU,(ASTM C-90) 2-1/2" 1-1/4"
STEEL STUD.SEE SUBSTRATE •MIMIMUM OF 3 THREADS BEYOND THE METAL SUBSTRATE.
PROPERTIES,TABLE 5,THIS SHEET.
NOTES
C'
1)USE ONLY SUBSTRATE-APPROPRIATE ANCHORS LISTED ON TABLE 5 OF THIS SHEET.FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS.ANY INSTALLATION OPTION
SHOWN MAY BE USED ON ANY SIDE OF THE WINDOW.
2.254"
(31 12�) 2)MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE 5,THIS SHEET.ALL WOOD BUCKS LESS THAN 1-1/2"THICK ARE TO BE CONSIDERED 1X INSTALLATIONS.
2X WOOD 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 PRODUCT REVISED
BUCK TRIP, / \.i (WHEN USED)SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE.WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE .s complying with it.Florid.
SEE NOTE 2, ENGINEER OR ARCHITECT OF RECORD. 0�Png C d, (�-O O
THIS SHEET. _�
_s ': Bx ration D.to
3)VISIBLE LIGHT WIDTH OR HEIGHT(ALSO _ -�— it
REFERRED TO AS DAYLIGHT OPENING)IS Revised By: Dote: Revision:
MEASURED FROM BEADING TO BEADING. .. JR 04/22/16 NO CHANGE �.j,,v�ndc l•naacl M,yr;t
1/4"MAX SHIM %A' Revised Dote:
�: Re son:
NO ANCHORS CONCRETE PER
REQUIRED IN ANCHOR - I p Description: Drawn Dl':
FLANGE .- :- - • REQUIREMENT - •;,�C- S rj� i�-= FLANGE FRAME INSTALLATION DETAILS J ROSOWSKI
FRAME SILL �-t
• ,''> - 1070 TECHNOLOGY DRIVE Tltle: Dote:
N. VENICE, FL 34275 SINGLE HUNG WINDOW INSTALLATION 05/11/11
_ P.O. BOX 1529
VERTICAL SECTION B-B - NOKOMIS: FL 34274 Series/Model; Scala: Sheaf: Drowlnq No. Rev:
A.LV P.E.N 58705 NNMILLEFt;P.E. CERT. OF AUTH. #29296 SH-ZOO NTS 4 OF 8 MD-SH2O0-01 C
S
INSTALLATION DETAILS FOR FIN FRAMES EDGE
EDGE DISTANCE EDGE DISTANCE
TYP.ANCHOR TYPE,EMBEDMENT AND --�{ — EDGE
EDGE DISTANCE PER SUBSTRATE,SEE DISTANCE I L— 1/4^MAX SHIM 1/4'MAX SHIM --��� `I DISTANCE
TYP.ANCHOR TYPE,
\TABLE 6,THIS SHEET I
/ EMBEDMENT AND EDGE (I 1 I 2X WOOD,SEE
INSTALLATION 2X WOOD,:iEE NOTE 2,THIS SHEET 2X WOOD, I I DISTANCE PER SUBSTRATE, D 1 NOTE 2.THIS
1 EMBEDMENT SEE NOTE 2, SEE TABLE 6,THIS SHEET. SHEET
OPTION 5 EMBEDMENT THIS SHEET I' I )
CURVED HEADER --_ J .- — 2XWOOD / HORIZONTAL SECTION C-C
E.7GE ---iJ- EDGE _
INSTALLATION DIS"ANCE DISTANCE _ SEE NOTE 2,
ANCHOR(SCREW) j -- "—'�--'"-- THIS SHEET 126 1 (q� _ 27
THROUGH THE FIN EDGE �� EDGE � 12) C� \
DISTANCE C1 J/
DISTANCE � � � � � - `/ � \ \ \ \.-- .i EMBEDMENT
" �-
_ EMBEDMENT /(
/r t 1/4"MAX SHIM= 1
�)J TYP.ANCHOR TYPE, - 1/4"MAX SHIM-J I
IL EDGED DISTANCE
STANC D �^
1.465" EDGEEUISTRAE II q\l TYP.MEANCHOR TANDEDTYPE. INSTALLATION
- PER SUBSTRATE, II EMBEDMENT AND EDGE
II 36� SEE TABLE 6,THIS II DISTANCE PER SUBSTRATE, INSTALLATION —. -----__
SHEET. II SEE TABLE 6,THIS SHEET. `_ —�-\ 64 �}} OPTION 6
`1 ~\ \ �/ INSTALLATION ANCHOR
II INSTALLATION OPTION 5 � v C32-35)
VISIBLE 36�
LIGHT ;l! �' OPTION E INSTALLATION 43 —' EXTERIOR (NAIL)THROUGH THE FIN
HEIGHT !ji /-(30 STRAIGHT HEADER ANCHOR(SCREW) / VISIBLE LIGHT WIDTH
1 INSTALLATION ANCHOR THROUGH THE FIN ID
T.— ;Ij / 29� (SCREW)THROUGH THE FIN BUCK WIDTH EGRESS FORMULAS
(EQUAL-LITE)
FD�LTERI'
MULLION SECTIONWIDTH:BUCK WIDTH-3"
r- I HEIGHT:BUCK HEIGHT/2-5-13116"
DADE APPROVED MULLION,MAY IEIOR \ VERTICAL OR HORIZONTAL.MAX. VISIBLE LIGHT FORMULAS
INSTALLATION
2-751" ,J ♦ OPTION 1/4"SHIM.SEE SUBSTRATE I I,
\ USE EITHER PROPERTIES,TABLE 6,THIS SHEET. (EQUAL-LITE)
BUCK j LATCH(#29)OR INSTALLATION �I WIDTH(SASH):BUCK WIDTH-4-1/16"
HEIGHT — BOTTOM LOCK ANCHOR(SCREW) WIDTH(FIXED):BUCK WIDTH-3"
- 32-35\ #11.TESTED THROUGH THE FIN 114"MAX.SHIM /
`_1 ( ) EXTERIOR
HEIGHT:(BUCK HEIGHT-6-1/16")12
L
<, UNIT LOCATION: rJ
37� 6-5/8"FROM 7 j WITH FIN
'64�) VENT END. #10 STEEL _ _ ___ REMOVED
SELF
•DRILLING TABLE 6:
CLGHTE SMS(G5) j / Anchor Substrate Min.Edge Min.
HEIGHT ill II / / 36 f Distance Embedment
2-112"x.113"Box Nail P.T.Southern Pine(SG=.55) 1/2" 2-7/16"
III If J/ 17j
< .!I I' ,.. ♦ �" EXTERIOR C6J 2-112"x.131"Common Nail P.T.Southern Pine(SG=.55) 9/16" 2-7/16"
2-1/2"x.145"Roofing Nall P.T.Southern Pine(SG=.55) 9116" 2-7/16"
�4 nF P.T.Southern Pine(SG=.55) 3/4" 1-3/8"
2 254' ALUMINUM/STEEL FRAMING OR STEEL Aluminum,6063-T5 min. 3/8" 1/B"
`31 20 STUD.SEE SUBSTRATE PROPERTIES, #10 Steel SMS Screw(G5)
Steel Stud,Gr.33 min. 318' 0.036
�- TABLE 6,THIS SHEET. RoODtICT REvtSED
�� NOTES A36 Steel 318" 1/8" co 1 1h t_he Florida
7 ild Cngvr
MIMI MUM OF 3 THREADS BEYOND THE METAL SUBSTRATE.
1)USE ONLY SUBSTRATE A��punCe Nn l o-O505.OZ
1/4"MAX SHIM I"' , Cxpi,.ion Date pZ2.1
APPROPRIATE ANCHORS LISTED -. ., vise o e. ,•,�j:,; Re d By: D f Revision:
- t
ON TABLE 6 OF THIS SHEET. 4
Iy FOLLOW EMBEDMENT AND EDGE '" �;;, JR pq{sln'Undc rroa�et cMtl
TYP.ANCHOF TYPE, —1- _ O4IZZI1 F) NO CHANGE
EMBEDMENT ANC EDGE EDGE DISTANCE LIMITS.ANY " Revised By: Date: Revision:
DISTANCE PER SUBS-RATC—\ '�'0—��-•�-"'— I DISTANCE INSTALLATION OPTION SHOWN ..
SEE TABLE 6,THIS SHEET. MAY BE USED ON ANY SIDE OF THE
EDGE WINDOW. -
DISTANCE _ _ p Description; Omwn B.
INSTALLATION 2)2XWOODFRAMINGORSUCK, SZ t FIN FRAME INSTALLATION DETAILS J ROSOWSKI
OPTION g EMBEDMENT 1-1/2"THICK OR GREATER. !:;i i'.'
1070 TECHNOLOGY DRIVE Trtle: Dote:
INSTALLATION AI'CHOR 2X WOOD,SEE NOTE 2,THIS SHEET
3 VISIBLE LIGHT WIDTH OR HEIGHT ... N. VENICE, FL 34275 SINGLE HUNG WINDOW INSTALLATION 05/11/11
(NAIL)THROUGH''HE FIN ) ','r�/./,„,I `.':^. P.C. BOX 1529
(ALSO REFERRED TO AS DAYLIGHT _. .,., - NOKOMIS: FL 34274 B.No./Med.e uaal.r an..n orawrna No. R.n
OPENING)IS MEASURED FROM A.LYNP��QILLER,P.E. C
VERTICAL SECTION D-D BEADING TO BEADING. CERT. OF AUTH. #29296 SH-200 NTS 5 OF 8 MD-SH2O0-01
P.E.#58705
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Revi..d BY: D.te: Revision: Dram Dot.: '�=1D=fj
05/11/11 A s T
-� Geseri bon:
ANCHOR SPACING o o
1070 TECHNOLOGY DRIVE Illuc
N.VENICE, FL 34275 SINGLE HUNG WINDOW INSTALLATION a' D m P.O. BOX 1529
NOKOMIS• FL 34274 DO
S.riea/Mod.l: Scale: Sheet Dmwfng No. Rer. N�
r �•' CERT. OF AM. #29296 SH-200 NTS 6 OF 8 MD-SH2O0-01 C ,
ANGLED/CURVED ANGLED/CURVED
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ASSEMBLY FRAME ~
PRODUCT REVISED°�' a•;complying with llm Flrnicte
90°CORNER ASSEMBLY ;r;°u; "2'-oso -02
FRAME a pirat n"Det, �: t
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FRAME f`3 ..�'" ,,.s- J iain�n�Di�derrnduci.
ASSEMBLY — \ �j9
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SCREW BOSSES WELDS AT SHOWN,FIN J
SCREWBOSSES FRAMESIMILAR p C7 Z c O
ASSEMBLY DETAILS FOR FLANGE FRAME CORNERS ASSEMBLY DETAILS FOR FIN FRAME CORNERS ASSEMBLY DETAILS FOR FRAME TO MEETING RAIL
1/2'NOM. 1/2'NOM. J
GLASS STACK GLASS STACK co Z d Z
1/4"AIRSPACE 3/16'AIRSPACE CO
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GLASS TYPES A&S GLASS TYPES C&D GLASS TYPES E&F GLASS TYPES G&I GLASS TYPES H&J a 9 o
ALUMINUM o= x
SILICONE HOT-MELT BUTYL REINFORCEMENT POLYISO- DESICCANT FILLAREA
STRUCTURAL �� BUTYLENE 5/16"NOM. ,�•..•.I.,;
`� SILICONE \ v•� i
STRUCTURAL `. FOAM 3/t 6"NOM. ��5116"NOM.-7 SEAL •• I ;.YF;.y i ',,
POLYISOBUMEN- /' —,l4"NOl1. BUTYL& 5177�\ / SILICONE SEAL :�. . '••
WITH DESICCANT WITH DESICCANT \
\ ROLL-FORMED
JI DESICCANT FOAM STAINLESS STEEL Y�
Nu.7:;711.
EXT.GLASB- EXT.GLASS- IXT.GLASS
:I EXT.GLASS
�-INT.GLASS° ! INT.GLASS v �% `INT.GLASS �� -�, r't'RIDr:•'•."�`' '
INT.GLASS
a2 KODISPACE 4SG TPS @)SUPER SPACERU NXT'" 3)DURASEA03 SPACER 35 XL EDGEImSPACER � 41
A.LYN'A tiIILLhft,P.E.
P.E.K 58705
Item PGT PGT Part# Description
1 2703E 62703EW Flange Frame Head I
1 2,11111"
2 2751B 627518W Flange Frame Sill f--- z.000^ -j---� -
3 2781 62781W Flange Frame Jamb �.238-." 060
.062" ,500" O62" 1.125"
4 2713 -62713BW Integral Fin Frame Head � 2.600" - .050•
5 2714E 62714EW Integral Fin Frame Sill 2.00e" j
1 �l
6 2782 62782W Integral Fin Frame Jamb 050• `I
7 2706 62706DW Sash Bottom Rail ? 062" � .050• - - osz" J - _-= B6
8 2707 .62707CW Sash TopMe Rail 062^ Y L
9 2739 62739W Fixed Meeting Rail 500' i 050" 062^� 062 I�
10 2709 62709CW Sash Side Rail C7\FLANGE FRAME HEAD .050" J .062"
ff 6063-T6 ALUMINUM 2.056"
11 27408 742740AW Sash Bottom Lock 2 FLANGE FRAME SILL /3•FLANGE FRAME JAMB (4\INTEGRAL FIN FRAME HEAD
12 2785 62785W Sash Stop -[- 6063-T6 ALUMINUM ��6063•T6ALUMINUM \. J6063-T5 ALUMINUM
13 134 66615 Addon Flange
20 1226 161226DW Vinyl Bulb,Flex PVC 70
21 1662C 71662CW Head/Sill Gasket,Polyethelyne
22 1270 7PAD118 Open Cell Foam Pad 2.056" 3 225" -976" �-
23 2772 72772SHK Fixed Meeting Rail Plug Gasket,Rigid PVC .050" + 1.125" - _ .050" J 1 1'187 -{
JL--1-- 1� ofio"
24 4066 64066G Wstp.,187 X.230 Fin Seal +
25 2784 72784W Sash Side Rail Gasket,Polyethelyne (J� 1.607 1.asa^ L
I z.000° � .osz• T
26 1078 7121UM Balance Take-out Clip 975" _,oso"-�{ - - TT� 1.229 .050" I
27 Varies per Size Balance 11,
1.125• 975 50 } I .062• 13 ADDON FLANGE
28 2711 42BODW Sash Cam,Nylon osz J lL 6063-T6 ALUMINUM
oso"
29 1D96 71096W Sweep Latch,Zinc 1- T --- ►I s2s� .osz• > �
30 1016 7858WW #8 X.625 Ph.FI.SMS Latch Screws 2.056" .050• T .B00, I'
31 1267 71267N ISetting Block 1/8"x 1/2"x 1",EPDM INTEGRAL FIN FRAME SILL '__*�,INTEGRAL FIN FRAME JAMB SASH BOTTOM RAIL SASH TOP RAIL
32 See KOmmerling 4SG TPS Spacer System I6063-T6 ALUMINUM v 6063•T6ALUMINUM 01 6063-T6ALUMINUM ``f 6063-T6 ALUMINUM
33 Sheet Qoanex Super Spacer nXT with Hot Melt Butyl .062"
34 7 for Quanex Du sea]
35 Materials Cardinal XL Edge Spac 3r .062"
36 Sash Bottom Lock Spring - .865• _T
1.187°
37 Screen Cloth,Fiberglass .062" L
-?Lrj�1.582" .050' o3s .a26"
38 Dow Coming 899 Silicone Glazing Sealant J� .874" A40 1625 61625B Glass Bead(1/8"Glass) .{ 926" +- os2 1157' �{
41 2719 62719B Glass Bead(3116"Glass) 1.010•
42 1263 61263E Glass Bead(114"Glass) C9)FIXED MEETING RAIL (1��SASH SIDE RAIL (�1\SASH BOTTOM LOCK RAIL /12 SASH STOP ;er„pi;C'r izE:vtSLO
i fi063-T6 ALUMINUM ,_i 6063-T6 ALUMINUM `/6063-T6 ALUMINUM ` 6063•T5 ALUMINUM -;omplring,,.;rh d1 171-id.
43 1253 6VT48B Glass Bead(I.G.) c;:;;J;nsCwd
50 781 PQA #8 X 1'QUAD Pn SMS Ha<p cnce tJn IG-D500
_ ...piratinn Dme_ Q�
51 781PSTX #8 X 1"Sq.Pn Twin Fast SMS-410 S.S. Revised By: Date: Rev,1-
lip
52 1184 781LHPQA #8-15 c 1 LH Twinfast Screw Zinc JR 04/22/16 ADDED IG SPACERS Mim oed�rrudrnl
53 1186 781LHPQX #8-15 x 1 LH Twinfast Screw 7Jnc(S.S.) R."r..e ey: Dat.: R-I,ion:
54 78X1 PFTFUA #8 X 1"Ph FI u/cut SMS
55 78X1FPAX #8 X 1"Ph FI-Stainless Steel Oeseription: Drown By:
60 1/8"Annealed or Tempered Glass t' z BOM &PART DETAILS J ROSOWSKI
61 3/16"Annealed or Tempered Glass 1070 TECHNOLOGY DRIVE nue:
62 1/4"Annealed or Tempered Glass N.VENICE, FL 34275
P.O. BOX 1529 SINGLE HUNG WINDOW INSTALLATION 05/11/11
83 1/8"-1/4"Air-1/8"An,or Temp.I.G. ,, NOKOMIS: FL 34274 Smd-IModel: Scab: Sheet: Drori7 No. Rov:
64 1/8%3/16"Air-3/16"An.or Temp.I.G. A.LVNN'MILLER,P.E. CERT. OF AUTH. #29296 SH-200 NTS 8 OF 8 MD-SH2O0-01 C
P.E.9 58705