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J
{ ti k 4 FL# FL239 R24
Application Type Revision
Code Version 2014
Application Status Approved
*Approved by DBPR.Approvals by DBPR shall be reviewed and ratificd 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@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 Ext21140
irosowski@pgtindustries.com
Quality Assurance Representative
Address/Phone/Email
Category Windows
Subcategory Single Hung
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 09/07/2016
Date Pending FBC Approval
Date Approved 09/08/2016
Summary of Products
FL Model,Number or Name Description
39.1 SH-200(Non-Impact) Aluminum Single Hung Window
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL239 R24 Q_CAC 15 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 16-0505 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:
239.2 SH-500(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_15-0612.12V. f
(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 . 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._.1.6,-0714,_06,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_1.6...-0714.01_Qdf
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,,0...1._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__CAC.,_16-0714,02,.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.gdf
(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
t • •
Design Pressure:N/A Installation Instructions
Other:Please see Miami-Dade County Notice of Acceptance FL239., R2411_15-0612,_11 LMI,pdf
erifi
(NOA)for product performance information,anchorage details, Ved 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 F1_239 R24 C CAC 15-0612.10 SMI.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_0612.10 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.O�df
(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 f
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 FL239, R24,_II.I6.0714.03.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:
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Contact Us::2601 Blair Stone Road.Tallahassee FL 32399 Phone:850-487-1824
The State of Florida is an AA/EEO employer.Copvricht 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:
C,redit Card
Safe
MIAM I-DARE
y MIAMI-DADS 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.miamidadLgov/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 05111/11,with revision C dated 04/22/16,prepared by manufacturer, signed
and.sealed by Anthony Lynn Miller,P.E., bearing the Miami-Dade County Product Control Revision stamp
with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control
Section.
MISSILE IMPACT RATING: 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 hi the applicable building code negatively affecting the performance of this product.
TERlRIYATION 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 and renews NOA# 15-0528.22 and consists of this page I and evidence page E-1,as
well as approval document mentioned above.
The submitted documentation was reviewed by Manuel Perez,P.E.
v/ NOA p No. 16-0, 5.02
2021
MIAMI•DADE COUNTY / Expiration Date: September Ol,2021
Approval Date: June 16,2016
/� �� Pagel
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-SH200-01,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 Alo. 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 Lyme Miller,P.F. (,Vubmftted under previous NOA No. 15-0528.22)
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-51h 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 Control Exa iner
NOA No: 6- 5.02
Expiration Date: September.0l.2021. .. .. ._
Approval Date:.June 16,2016
GENERAL.,NOI'ES:SERIES 200 NQNwIMPAC�UNG WINDOW
1)THIS PRODUCT HAE•BEEN DESIGNED&TES TE13 TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA
BUILDING CODE,INCLJDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ).
�-
2)SHUTTERS ARE REQUIRED WHEN USED IN WIND-BORNE53-1/8-TIP-TO-T(P WIDTH DEBRIS REGIONS. 52-118"BUCK WIDTH 52-1/8"BUCK WIDTH
3)FOR MASONRY APPLICATIONS IN MIAMI-DADS COUNTY,USE ONLY MIAMI-OADE COUNTY APPROVED MASONRY NO ANCHORS 7 - 49_11$. 49-1/8"
ANCHORS.MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE,ASTM C90 CONCRETE REQUIRED IN VISIBLE LIGHT - VISIBLE LIGHT
MASONRY UNITS AND CONCRETE WITH MIN.KSI PER ANCHOR TYPE,SEE TABLES 5&6,SHEET 4&5. FLANGE 9"MAX.
FRAME HEAD f—._—B �I 3"MAX.
4)MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE 5.SHEET 4.ALL WOOD BUCKS LESS THAN A ---t-
1-1/2"THICK ARE TO EE CONSIDERED IX INSTALLATIONS,1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED
DIRECTLYTO SUBSTFATE.WOOD BUCKS DEPICTED AS 2X ARE 1.1/2"THICK OR GREATER.1X AND 2X BUCKS .FROM
I _
(WHEN USED)SHALL 9E DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE,WOOD 8"MAX
BUCK DESIGN !T ,� E __ F
AND INSTALLATION IQ THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. CENTER OF VI 35-1/2"
I
MEETING I I I 21" LIGHT VISIBLE
5)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.USE ANCHORS OF AX. LIGHT
RAIL I I M O.C. 78 j I ) 1- I I TIP-TO 6"MAX.O.C.
SUFFICIENT LENGTH AS SPECIFIED ON TABLE 5&6,SHEET 4&5.NARROW JOINT SEA LAN7IS USED ON ALL ( TIP I I
FOUR CORNERS OF Tt1E FRAME.INSTALLATION ANCHORS SHOULD BE SEALED,OVERALL SEALINGIFLASHING I___.. _-. — 77"HEIGHT ..-..__ I I •
STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE ) A ^
OF THESE INSTRUCTI)NS. ^I BUCK 1 I I C
8"MAX.FROM HEIGHT I I I 77'
6)SHIMS ARE REOUIPED AT EACH ANCHOR LJCATION WHERE THE PRODUCT IS NOT FLUSH TO THE CENTER OF I L--- !r J L._..I I .J SUCK
SUBSTRATE.USE SHIMS CAPABLE OF TRANS('ERRING APPLIED LOADS.WOOD BUCKS,BY OTHERS,MUST BE I / /y HEIGHT
SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED ON THEM BY THE WINDOW. MEETING IL I,
I i I 23 I
/'/
7)DESIGN PRESSURES: 1 MAX.O.C.
A,NEGATIVE DESIGN LOADS BASED ON STRUCTURAL TEST PRESSURE.FRAME ANALYSIS AND GLASS PER ASTM _
E1300. I-- -- rI - - -
B.POSITIVE DESIGN I DADS BASED ON WATER TEST PRESSURE,STRUCTURAL TEST PRESSURE,FRAME 9" � .
} —� L_._—O
ANALYSIS AND GLAS':PER ASTM E1300. MAX NO ANCHORS REQUIRED 3"MAX
!N FLANGE FRAME SILL �— 6'MAX,O,C.
8)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDIOADS CORRESPONDING TO THE REQUIRED OFSI(.,N PRESSURE.THE 33 1,3%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF TYP. FLANGE FRAME ELEVATION TYP. INTEGRAL FIN FRAME ELEVATION
THIS PRODUCT.SHE .6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD
ANCHORS THAT COMc INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS (TESTED UNIT) TESTED UNIT)
OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE-
9)REFERENCES:TEST REPORTS FTL-6479;El CO ULTRACON NOA;ELCO CRETEFLEX NOA;ANSI/AF&PA NOS 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:
4007 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 TH£ •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
•ANSIIAF&PA NDS-2012 FOR WOOD CONSTRUCTION
CORNER ASSEMBLY...................7
•ALUMINUM DESIGN MANUAL,ADM-2010 EXTRUSION PROFILES................8
�-+-- V'IIDTH -w-I I-"+- WIDTH -�{ •AISI-S100-0TIS2-2010 PARTS LIST...................................8
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Revised By.• Dote. Re Hl.6 Da. �Z)
HEIGHT --- -- -- HEIGHT
evlsed M: vfelen, I, ae,roductC
JR ADDED IG SPACERS,
,O2II22I16 ORRECTED SASH HEIGHTS BY IJ
f/ �Tl
t .:; R BY' Re ,mi—T)d ' .mDM-
/ I I— I _.1/V t � /IOVIEW IORIEL AROHTOPPROVIEW/CR
_ _ GENERAL NOTES&ELEVATION J ROSOWSKI
EOHAI IRE. P� IEL MDIUSTOPEWAL LITE � .: ._ ,.� ,��. 1070 TECHNOLOGY DRIVE Title; Date:
N. VENICf, FL 34275 SINGLE HUNG WINDOW INSTALLATION 05/11/11
�• ,",�, P.O. BOX 1529
�11� -`. NOKOMIS:FL 34274 Serlas/Model: Scole: SAeet; Orawing No. Rew.
A.L RE MILLER,P.E. CERT. OF AUTH. #29296 SH-2�� NTS 1 OF$ MD-SH2O0-01 C
P.E.p 58705
TABLE 1: TABLE 2:
Maximum Design Pressure(Ibs/62 Monolithic Glass Types)for Glass Type A, Fin&Flange Frame PRODUCT REVISED
Window Sash Height2 A 116"Annealed a cvmplyi u•ih din Flmidn
(see Figure A,this sheet) Maximum Window Width' Buildinc Ccde
Height' - B 118"Tempered AcwpG.No 1G'0505-02-
19-118" 26-112" 33" 37" 41" 45" 49" 53-18" A
Cspirai nDala $)
G 3/16" nnealed L
23" 11-9/16"(Equal Lite) +55.01 -90.0 +55.01 -90.0 +55.01 -90.0 +55.01 -90.0 +55.01 -90.0 +55.01 -90.0 +55.01 -90.0 +55.0 1 -90,0 D 3116"TemP Bred ny
ttimri ode Prodve(w Copt
under 18-9/16" +55.0, -90.0 +55.01 -90.0 +55.0, -75.2 +55.0! -65.5 +55.0, 57.3 +50.2, -50.2 +44.8, -44.8 +39.9, -39.9 E 1/4"Annealed
37" 18-91 6"(Equal Lite) +55.0 1 -90.0 +55.0' .90.0 +55.0 .84.2 +55.0; -74.5 +55.0, -66.5 +55.D; -61.0 +55.0 -57.7 +55.0 55,0 F 1/4"Tempered
o'er 18-9/16" +55.0' -90.0 +55.0' -90.0 +55.01 -75.2 +55.01 -65.5 +55.01 -57.3 +50.2' -50.2 +44.81 -44.8 +39.9' -39.9 _
under 15-7/8" +55.01 -90.0 +55.01 -87.1 +55.01 -73.4 1+55 -63.8 +55.0 56.8 +50.0 I .50.0 +44.81 -34.8 +40.0 -40.0 U
385/8" 15-718''.thru 19 3116"3 +55,0 -90.D +55.0, -90.0 +55.0! -78.7 +55.0 -68.fT +55.D; 58.5 +51.1 -51.1 +45.9 �5.9 +41.3; -41.3 TABLE 3:
19-114"(Equal Lite) +55�041 -90.0 +55.0, -90.0 +55.0, -62.1 +55.0 i -72.6 +55.0, -63.5 +55.0, 57.9 +54.2, -54.2 +51.5 51.5 insulated Glass Types OC/) 0 0
over 19-1,14" +55.0 -90.0 +55.0 1 -87.1 +55.0' -73.4 +55.0' S3.0 +55.0' 56.8 +50.0' -50.0 +44,8' -44.8 +40.0 -40.0 G 1/8"Annealed,1/4"Airspace,1/8"Annealed h O 8
under 19-9116" +55.0 -81.5 +55.01 -72.3 +55.0 -61.3 +55.0 55.3 +50.51 -50.5 +45.8 1 45.8 +42.0 1 42.0 +38.7 -38.7 H 3/16"Annealed,3/16"Airspace,1/8"Annealed
19-9/11i thru 22-1/2"3 +55.0 -90.0 +55.0, -87.9 +55.0 -74.D +55.0I .64.3 +55.01 56.9 +50.1 -50,1 +44.81 44.8 +40.0 40,0 a
45" 1 1/8"Tempered,1/4"Airspace,1/8"Tempered
22-9/6"(Equal Lite) +55.0 -90.0 +55.0, -20.0 +55.0 -78.8 +55.0, -68.1 +55.0, -58,5 +51.1, 51.1 +46.0, 46.0 +41.4 41.4 J 3116"Tempered,3/16"Airspace,1/8"Tempered a w o
o%er22-9/16" -+55.0 -81.5 +55.0' -72.3 +55.0 -61.3 +55.01 55.3 +50.51 50.5 +45.8' 45.8 +42.0 42.0 +38.7' -38.7 Oz Q 00
w
under 20.1l8" +55.0 -71.6 +55.0 -62.8 +55.0 1 -55.4 +50.3 1 -50.3 +45.9 45.9 +41.7 41.7 +38.9 1 -38.9 +36.2 1 •36,2 w Z LL
20-11t'"lhiu 24-1f2"3 +55.0 1 -90.0 +55.0 I -82.5 +55.01 -69.5 +55.0 1 -61.6 +55.0 1 55.4 +49.3 -49.3 !+4
1 -44.6 +40.0 40.0 _ T rr w - O
49" A 1 I I I I 45.0 +40.1 40.1 FIGURE A:SASH o= N
249/'.6"(Equal Lite) + 5.0, -90.0 +55.0 -90.0 +55.0, -76.4 +55.0, 56.5 +55.0, -57.8 +50.4, 50.4 , ! CROSS SECTION Q O
+55.0 -71.6 +55.0 -62.8 +55.0 -55.4 +50.3, -50.3 +45.9 45.9 +41.7 41.7 -38.9 +36.2 -36.2 (WITH MONOLITHIC LtJ p
over 24-9l16" GLASS)
under20.13116" +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 +34.8 -34,8ZZ
20-131`.�i"thru 25-5/16"3 +55.0 j -89.6 +55.01 -80.3 +55.0 j -67.7 + 55 0 1 -60.6 +54.2 -54.2 +49.0 49.0 . �14.2 +40.0 i -4D.0 jl � � N50-5/8" 25�/3"(Equal Lite) +55.01 -90.0 +55.01 -90.0 +55.01 -75.4 +55.01 -65.7 +55.01 -57.4 +50.31 50.3 1 44.9 +39.91 -39.9 li N LL Z
over 25-3/8" +55.0, -67.8 +55.0, .59.9 +53.3, -53.3 +48.5 48.5 +q4.1, -44.1 +40.2 40.2 +37.6, -37.6 +34.ffl37.3
a _ = o
8 Z �N
under 24-15116" +55.0 -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. I U J
I C7
34-15/16 thru 30-1/2"3 +55.0 1 -75.0 +55.0 1 -66.0 +55.0 1 -57.4 +51.9 1 -51.9 +47.4 1 47.4 +43.2 1 43.2 +39.9 1 -39.9 +37. SASH ()] C7 11,
VISIBLE LIGHT
61" 1 r55.0I 57.9 +55.0 -75.8 +55.0 -66.6 +55.01 .59.7 +53.5 53.5 +g8.71 48.7 +43.9I 43.9 +39.9 -39.9 II HEIGHT -� o W!] Z N
30-9/6"(Equal Lite) HEIGHT a
+55.0 -67.8 +55.0, -59.9 +53.3 -53.3 +48.5 1 48.5 +44.1 44.1 +g0.21 40.2 +37.6, -37.6 +34.8 1 34.8 = it
owr 30-9116" 1 1
SASH HEIGHT-3.9/16'
under 25-3/4" +54.7 1 -54.7 +41.2 N3.2
+40.3 1 40.3 +37.8, -37.8 +34.6 -34.6 +31.3 1 -31.3 +28.9 -28.9 +26.5, -26,5
25-3/4"thru 31-1/2"3 +55.0' -72.0 +55.0 +55.0' 55.7 +50.5' -50.5 +46.1' 46.1 +41.9 41.9 +39.0' -39.0 +36.3' -36.363" 31-91 6"(Equal Lite) +55.01 -83.9 +55.01 +55.01 -64.8 +55.01 -5B.2 +52.41 -52.4 +47.9) 47.9 +43.3 43.3 +39.7 39.7 it o m
otier3l-9ua +55.01 -67.8 +55.01 -59.9 +53.31 53.3 +48.51 48.5 +g4.11 44.1 +40.2 40.2 +37.6 -37.6 +34.81 34.8L o r
z�
under 29-3/4" +53.3 -53.3 +39.7, -39.7 +39.1, -39.1 +36.7 -36.7 +33.4, -33.4 +30.3 1 -30.3 +28.0 -28.0 +25.8 -25.8 �j .�-,
+44.0 1 -44.0 +40.1 1 40.1 +37.0, 37.0 +34.1 -34.1 +31.4' -31,4 i o
29-3/4"thru 36.1/2"3 +55.0 .61.0 +52.0 52.0 +48.2' 48.2 - x
73" +5.`..0 -68.3 +55.0 56.3 +52.1' -52.1 +51.5' -51.5 +47.0' 47.0 +42.7 42.7 +39.61 -39.6 +37.0' -37.0 oz z
36-9/'6"(Equal Lite) � 1 1 I I I I
o ar 36-9116" +5`.0 I 67.8 +55.0 I -56.3 +52.1 152.1 +48.5 148.5 +44.1 44.1 +40.2 140.2 +37.6 1 -37.6 +34.8 I -34.8
under 31-3/4" +51.3 t -53.3 +39.7, .39.7 +39.1, -39.1 +36.7 -36.7 +33.4 -33.4 +30.3 -30.3 +2t1.0, -28.0 +25.0 -Z5,8 ,
-1
78" 31 r4"thru 39"3 +55.01 .58.3 +48.0 4B.0 +45.2, 45.2 r41.2 41.2 +37.9 1 -37.9 +34.8, -34.8 +31.7, -31.7 +29.5, -29.5 ..
39.1R6"(Equal Lite) +SS.O' .52.5 1+508' -10.9 +46,3' 46.3 1+46� 45.2j+44.2 44.2 +40.3' 40.3 +37.7 -37.7 +34.9 -34.9 NOTES '
1 Tlp-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 11W
2 Overall sash height.For clear daylight height,subtract 3-9116". ANNEALED GLASS(TYPE A). (/1
3 Size range Includes the standard Pro-View(3-o%er-2 configuration)for the gKen Window Height. 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH
OR HEIGHT DIMENSION SHOWN ON THE TABLE.
For overall sash width,subtract 2-15116"from the buck dimension. ..
A.LYNNIMILLER,P.E.
REM 58705
WINDOW HEIGHT-SASH HEIGHT CAN NOT EXCEED 53".
TABLE 4;
TABLE 2:
Maximum z Design Pressure(lbs/ftZ)for Glass Type 13-J, Fin&Flan a Frame Types
Window ash Height g Monolithic Glass T es r7 r,:)uCT R.EVTS8D
a•-n
A 1/8"Annealed ni C.du•it.
19 1/8 uw rlo n
Height' (see Fi•lure A,this sheet) Maximum Window Width' R�u!el„scoa�
B 1/8"Tempered I. -nwnce No 1G-C p_ " 26-1/2" 33" 37" 41" 45" 49" 53-1/8' :.p�e ,D-, 2
C 3116"Annealed 23" 11-9 16"(Equal Lite) +55.01 -90.0 +55.0 •90.0 +55.01 90.0 +55.01 -90.0 +55.0 I -90.0 +55.01 -g0.0 +55.0 I -90.0 +55.0 90.0
D 3l16"Tempered
under 18-9/16" +i5.0, -90.0 +55.0 90.0 +55.0, 90.0 +55.0, 90.0 +55.0 90.0 +55.0 -84.3 +55.0 -76.0 +55.0 -72.9
E 1/4"Annealed
37" 18916"(Equal Lite) +55.0 - +55.0 90.0 +55.0 -90.0 +55.0 90.0 +55.0 -90.0 +55.0 90.0 +55.0 51.1 +55.0 -73.4
F 114"Tempered
4ver 189/16" +;i5.0 90.0 +55.0 j 90.0 +55.01 90.0 +55.0 -90.0 +55.0' 90.0 +55.0 -84.3 +55.0 j -78.0 +55.01 -72.9
L,nder 157/8 +55.0 90.0 +55.0I 90.0 +55.0 90.0 +55.0 90.0 +55.01 -88.5 +55.0 -81.8 +55.0I -75.0 +55.0 -68.5 NY = �U
co
3B3/8" 15-71;1"thru 193/16"3 +55.0 90.0 +55.01 90.0 +55.0 90.0 +55.0 90.0 +55.0, .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 +55.01 90.0 +55.0 90.0 +55.0 90.0 +55.0 -90.0 +55.0 -87.9 +55.0 -78.8 +55.0 -71.2 Insulated Glass Types p � o
-- U) 0 0
rrer 19-i14" +55.0 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"Annealed1ip g
under 19 9/16" +55.0' -90.0 +55.01 90.0 +55.01 90.0 +55.0) 56.5 +55.0 80.2 +55.0 I -73.2 +55.0 56.3 +55.0 59.7 H 3116"Annealed,3116"Airspace,1/8"Annealed o o O
45" 19-9/':6"thru 22-1l2 3 +55.0 -90.0 +55.0 90.0 +55.0 -90.0 +55.01 -90.0 +55.0 89.1 +55.0 I -78,5 +55.0 -70.0 +55.0 -63.0 1 1/8"Tempered,1/4"Airspace,1/8"Tempered
229116"(Equal Lite) +55.0 90.0 +55.0 90.0 +55.01 90.0 +55.0 -90.0 +55.0 89.3 +55.0, -78.5 +55.0 -70.0 +55.01, -63 ere
.0 1 3/16"Tempd,""A"Airspace.1/8"Tempered <w :2
bver22-9/16" +55.0 .90.0 +55.0 90.0 +55.01 90,0 +55.0 .86.5 +55.0 -80.2 +55.0 -73.2 +55.0 -66.3 +55.0' 59.7 of
finder20.1/8" -55.0 90.0 +55.0j 90.0 +55.0` .86.0 +55.0 -81.8 +55.01 -75.7 +55.0 -69.2 +55.0' -62.8 +55.0 57.7 (q W
20.1;8"thru 24-1/2'3 +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 -85.9 +55.0 59.1 z O
I FIGURE A:SASH °JI
249;16"(Equal Lite) +55.0 90.0 +55.0, 90,0 +55.0 90.0 +55.0 90.0 +55.0 34.8 +55.0, -74.2 +55.0 55.9 +55.0 59.1 CROSS SECTION so o m a
co
over 24-9/16" +55.0 -9 .0 +SS.D, -90.0 +55.0 -86.0 +55.0 -81.8 +55.0 -75.7 +55.0 -69.2 1+55.0 -62.8 +55.0 57.7 (WITH I.G.GLASS) W
under20-13/16" +55.0 90.0 +55.0 90.0 +55.0 -83.5 +55.0 -79.1 +55.D' -74-0 +55.0 -67.3 +55.0 -81.9 +55.0 56.8 Ilfe I
c0 D °Z
50 5/8„ 20-13/16 thru 255/1B"3 +55.01 90.0 +55.0 90.0 +55.0) 90.0 +55.0 I -90.0 +55.0 83.2 +55.0) -72.7 +55.0 1 54.5 +55.0 j 57.8 O
25:}'/8"(Equal Lite) +55.0 I -g0.0 +55.0 -90.0 +55.0 1 90.0 +55.0, 90.0 +55.0 1 -83.2 +55.0 .72.7 +55.0 1 -64.5 +55.0 1 57.8 I' N W
I' CV Z
over 253/8" +55.0 90.0 +55.0 90.0 +55.0 83.5 +55.0, -79.1 +55.0 -74.0 +55.0 -67.3 +55.0 51.9 +55.0, 56.8 Ij D p
order 24-15l16" +55.0 37.9 +55.0 -75.6 +55.0 55.7 +55.0 52.3 +55.0:61" 80.0 . . Wo
. . . Z
"0 +i5.0
-1/2 0 -758 + 5.0 -74.1 +55.0' 74.1 +55.0 -74.1 +55.0 7.5 +51.1 1.1 �34-1516'thru 3 .. N
Illi SASH $ $ c co w 309 16"(Equal Lite) +55.0 37.9 +55.0 -75.8 +55.0 I -74.1 +55.01 -74.1 +55.0 I -74.1 +55.0) &5.5 +55.0 1 57.5 +51.1 51.1 VISIBLE LIGHT HEIGHT "� g2 W Z -�
HEIGHT
oter 309116" +55.0 -87.9 +55.0 -75.8 +55.0; -74.1 +55.01 -74.1 +55.01 -74.0 +55.0 55.5 +55.01
57.5 +51.1 51.1
Lnder253/4" 3 +55.0 83.9 +55.0, -71.7 +55.0, -62.0 +55.0, 59.9 +55.0 57.8 +54.5 54.5 +51.3 51.3 +48.3 -48.3 SASH HEIGHT-3-9n6-
253'4"thru 3l-1/2" +55.0 53.9 -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
0 N O
31-9'16"(Equal Lite) +55.0 i 33.9 +55.0. -71.7 +55.0 j 59.4 +55.0 -69.4 +55.0 -89.4 +55.0 I -64.5 +55.0) 56.5 +50.2 50.2
over31-9/16" +55.0 -83.9 +55.0 •71.7 +55.0 -69.4 +55.01 -69.4 +55.0 -69.4 +55.0 -64.5 +55.01 56.5 +50.2 50.2 111 'I r`
0
under29314" +Z5.0, -68.3 +55.0 56.3 +52.1, 52.1 +51.6 51.5 +51.5 51.5 +51.5 51.5 +50.0, 50.0 +46.4 -46.4 jl I ��
z
29-14"thru 36-1/2"3 +55.0 -68.3 +55,0 1 56.3 +52.1 52.1 +51.5 -51.6 +51.5 51.5 +51.5 51.5 +51.5 51.5 +46.4' 46.4 k>a Y o
73" -liZJ S z z
36916"(Equal Lite) +55.0 68.3 +55.0 56.3 +52.1 52.1 +51.5 51.5 +51.5 51.5 +51.5 j 51.5 +51.5 151.5 +46.4 1 -46.4
owr369/16" +55.0 -68.3 +55.0 56.3 +52.1 52.1 +51.5 51.5 +51.5 51.5 +51.5 51.5 +51.5 51.5 +46.41 -46.4
inder3l-314" +65.0 -62.5 +50.8 50,8 +46.31 -46.3 +45.2 -45.2 +45.0 -45.0 +45.01 -45.0 +45.0, -4570 +45.0 45.0
78" 313/4"thru 39 3 +55.0 52.5 +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 +50,8 50.8 +46.3 46.3 +45.2 �5.2 +45.0 45.0 +45.0 45.0 +45.0 45.0 r45.0 45.0 NOTES
'Tip-to-lip dimensions for flange windows shorn.For fin windows or buck dimensions,subtract V. 1)USE THIS TABLE FOR ALL WINDOWS THAT ARE GLAZED WITH GLASS
2 TYPES B-J.NOT APPLICABLE WITH 1/8'ANNEALED GLASS(TYPE A). �--
Oserall sash height.For clear daylight height,subtract 3-9/16". �--)y
3 Size range lncludei the standard Pn>Vlew(3OTer-2 configuration)for the glen Window Height. 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH OR
For overall sash width,subtract 2-15/16"from the buck dimension. HEIGHT DIMENSION SHOWN ON THE TABLE.
A.LYNN MILLER,RE,
WINDOW HEIGHT-SASH HEIGHT CAN NOT EXCEED 53'. P.E.0 56705
INSTALLATION DETAILS FOR FLANGE FRAMES CONCRETE CMU CONCRETE CMU
OPTIONAL ADDON-13\ EMBEDMENT PER ANCHOR PER ANCHOR INSTALLATION FLANGE @ HEAD, (. REQUIREMENT REQUIREMENT TYP.ANCHOR
OPTION 1 SILL d JAMBS �— /3 TYPE,
CURVED HEADER _- _ 1/4'MAX ( EMBEDMENT AND
INSTALLATION INTO WOOD --� "-_ ti SHIM ^(41 (.�� \ EDGE DISTANCE
2X,SEE NOTE 2,THIS SHEET. :L_- �__ EDGE �\ (10 \ PER SUBSTRATE,
-� �12, 61 F-� I
+ ,- �� - - DISTANCE \J/ •✓ SEE TABLE 5,
L \\� / \ / THIS SHEET.
EMBEDMENT
y--� TYP.ANCHOR
--,'�� --- TYPE, (EMBEDMENT� e� _ ,-138� I I ��1///
- -1,A"MAX EMBEDMENT / -� r( EDGE
SHIM MAAXX AND EDGE
/3 \ TYP.ANCHOR TYPE, SHIM DISTANCE PER !24 DISTANCE
�) \ EMBEDMENT AND I� SUBSTRATE, __ __ `� f\\I
1.465' it EDGE DISTANCE 1 SEE TABLE 5,
II I PER SUBSTRATE, II THIS SHEET.
L.-. T. INSTALLATION (43 fia�
jI 3fi> SEE TABLE 5,THIS -;� _ � _) C� EXTERIOR INSTALLATION
SHEET. OPTION 1 INSTALLATION OPTION 3
VISIBLE I ��— VISIBLE LIGHT WIDTH
.IGHT II STRAIGHT HEADER OPTION 2 INSTALLATION ANCHORS
,.EIGHT III �-(6') INSTALLATION ONTO INSTALLATION BUCK� WOOD 2X.NO ANCHORS ANCHORS DIRECTLY TIP-TO-TIP IWIDTH DTH THROUGH 1X BUCKSTRIP q _ INTO MASONRY.
REQUIRED AT HEADER. INTO MASONRY.
29 HORIZONTAL SECTION A-A
1M"MAX.SHIM TABLE 5: EGRESS FORMULAS
#12 STEEL v-
SELF-DRILLING Anchor Anchor Substrate Min.Edge Min. (EQUAL-LITE)
\ EMS(GS),SEE-- Group Distance Embedment WIDTH:TIP-TO-TIP WIDTH-4'
2.751°U- 8 , HEIGHT:TIP-TO-TIP WIDTH/2-6-5/1 6"
` THIS TABLE 5
\ A 1/4"410 SS CreteFlex Un routed CMU (ASTM C-90) 1-314" 1-1/4"
SHEET
BUCK EXTEFIOR USE EITHER fir- _ P.T.Southern Pine(SG=.55) 9/16" 1-3/8"'� VISIBLE LIGHT FORMULAS
HEIGHT — INSTALLATION #1 Sleet SMS �y m num, min. 1/"'
-_-
LATCH(#29)OR Screw G5 C� (EQUAL-LITE)
BOTTOM LOCK OPTION 4 ( ) Steel Stud,Gr.33 min. 3/8" 0.0346(20 Ga)-
/ WIDTH(SASH):TIP-TO-TIP WIDTH-5-1116'
TIP-TO-TIP 32-35 (#11).TESTED INSTALLATION A36 Steel 3/8" 1/8"° WIDTH(FIXED):TIP-TO-TIP WIDTH•4'
HEIGHT 5 II UNIT LOCATION: ANCHORS — HEIGHT: TIP-TO-TIP HEIGHT-7-1/i6'/2
3--\ P.T.Sollthem Pine SG=.55 1" 1-3/8" ( )
7)--•, S t 1I. - II ^ 6-5/8°FROM DIRECTLY INTO ( )
/�64 VENT END. METAL. 114"410 SS CreteFlex Concrete(min.3.35 ksi)
VISIBLE II �1',I i �/ Ungrouted CMU,(ASTM C-90) 1-314" 1-114"
LIGHT Ij /(fil —� ,�"—' P.T.Soulhem Pine(SG
HEIGHT III �i /�.`3J DADE APPROVED MULLION, C 114"Steel Ultracon Concrete(min.2.9 ksi) 1" 1-3/8"
ICI II �/ ALUMINUM,STEEL FRAMING OR EXTERIOR Ungrouted CMU,(ASTM C-90) 2-1/2" 1-114"
�-T- I11 II /. 11 STEEL STUD,SEE SUBSTRATE •MIMIMUM OF 3 THREADS BEYOND THE METAL SUBSTRATE.
6IIh II l f � PROPERTIES,TABLE 5,THIS SHEET.
NOTES
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" l31 �2�
2X WOOD\ 2 2)MASONRY ANCHORS MAYBE USED INTO WOOD AS PER TABLE 5,THIS SHEET.ALL WOOD BUCKS LESS THAN 1-1/2"THICK ARE TO BE CONSIDERED 1X INSTALLATIONS.
BUCK TRIP I� IX 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
SEE NSHEET OTE 2, ` � (WHEN USED)SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE.WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ns cnmplx•ing with ttn'rlutien
. / ENGINEER OR ARCHITECT OF RECORD. Building Code
THIS
.. ` 3)VISIBLE LIGHT WIDTH OR HEIGHT(ALSO ;;; A Piwiu.e Na )�-O
�`-- REFERRED TO AS DAYLIGHT OPENING IS Rerlsed B: Dote: Ex ration Dxry_
�•�'� ��I MEASURED FROM BEADING TO BEADING. ��l4Al( x Revision:
\�� \\ \\ ��J JR 04/22/16 NO CHANGE Mi m' ),dc Pro&cicmV,4
-— \ 114"MAX SHIM =EI�'•i. �))
Revised By: Data: Revis/on:
NO ANCHORS CONCRETE PER •'•'- "
REQ�NGE IN ANCHOR - �-� _ p Description: Drawn By:
FRAME SILL - REQUIREMENT - s 6 -- FLANGE FRAME INSTALLATION DETAILS J ROSOWSKI
1070 TECHNOLOGY DRIVE Title: Date:
•:,.�,i;..�,li...'" N. VENICE, FL 34275 SINGLE HUNG WINDOW INSTALLATION 05/11/11
P.O. BOX 1529
VERTICAL SECTION B-B' ;;;; NOKOMIS, FL 34274 Seriee/Model: Scale: Sheet: O..Mg No. Rav:
A.LYNN MILLEk;P.E, CERT. OF AUTH. M29296 SH-200 NTS 4 OF 8 MD-SH2O0-01 C
P.E.p 5e705
INSTALLATION DETAILS FOR FIN FRAMES EDGE
EDGE DISTANCE EDGE DISTANCE
TYP.ANCHOR TYPE.EMBEDMENT AND DISTANCE 1/4"MAX SHIM EDGE
EDGE DISTANCE PER SUBSTRATE,SEE (�- 1/4"MAX SHIM ( DISTANCE
TABLE 6,THIS SHEET I TYP,ANCHOR TYPE,
EMBEDMENT AND EDGE f 2X WOOD,SEE
INSTALLATION 2X WOOD,ciEE NOTE 2,THIS SHEET 2X WOOD, �i,I DISTANCE PER SUBSTRATE, (fI NOTE 2.THIS
PTION 5 � ~— - EM1IBEDMENT EMBEDMENT SEE NOTE 2, { SEE TABLE 6,THIS SHEET. \ V SHEET
CURVED HEADER GE _- 11 HORIZONTAL SECTION C-C t J E.)GE - - EDGE 2X WOOD, 11 I' �\
INSTALLATION DIS'ANCE DISTANCE
ANCHOR(SCREW) - -`1 ,;� �i =1> THIS SHEET
THROUGH THE FIN EDGE �.`, EDGE
DISTANCE DISTANCE
I EMBEDMENT
�.-. �..... EMBEDMENT �\
��/ 1/4"MAX SHIM! ) ,
°l � -J
TYP.ANCHOR TYPE, �( 1/4"MAX SHIM
�EED D UTYP.
1.465' EDGE DISTANCISTANC TYP E II �-!e 1 .ANCHOR TYPE,
- PER SUBSTRATE, 7� \J EMBEDMENTSUBN EDGE_ - 124 I INSTALLATION
36) SEE TABLE 8,THIS 1 DISTANCE PER SUBSTRATE, _ IU �
I INSTALLATION {(}1 - �_=-\ � OPTION 6
it SHEET. �) SEE TABLE 6,THIS SHEET. �-{gq
VISIBLE 'I .._(3g�, INSTALLATION OPTION 5 32-351 \:/ INSTALLATION ANCHOR
LIGHT ;iI J OPTION E INSTALLATION 43�—� EXTERIOR (NAIL)THROUGH THE FIN
HEIGF:T 61, 30 STRAIGHT HEADER ANCHOR(SCREW) VISIBLE LIGHT WIDTH
11 U �
1 INSTALLATION ANCHOR THROUGH THE FIN
29) (SCREW)THROUGH THE FIN BUCKWIDTH EGRESS FORMULAS
(EQUAL-LITE)
MULLION SECTION WIDTH:BUCK WIDTH•3"
-tom HEIGHT:BUCK HEIGHT/2-5-73/76"
_J� INSTALLATION DADS APPROVED MULLION,MAY MAX.EXTERIOR f , VERTICAL OR HORIZONTAL. .
/� \ 1/4"SHIM.SEE SUBSTRATE VISIBLE LIGHT FORMULAS
2.751' fir! I USE EITHER OPTION 7 PROPERTIES,TABLE 6,THIS SHEET. _ (EQUAL-LITE)
BUCK I LATCH(#29)OR INSTALLATION WIDTH(SASH):BUCK WIDTH-41/16"
— BOTTOM LOCK ANCHOR(SCREW) - 1/4^MAX.SHIM / (�'�" WIDTH(FIXED):BUCK WIDTH-
t32_35) NIT L TESTED THROUGH THE FIN EXTERIOR -- ( HEIGHT:(BUCK HEIGHT-6-1/16")/2-
HEIGHT
UNIT LOCATION: f- r
y ,fl I _ 6. OM �4 _�
11 /6A) VENTENT E WITH FIN
0
END. #1B STEEL REMOVED
~�✓ SELF-DRILLING<VISIBLE �II li T 1� SMS(G5) TABLE 8:
< LIGHT - Min.Edge Min.
<HEIGHT II 1! / >C36 Anchor Substrate
j! Distance Embedment
2-1/2"x.113"Box Nail P.T.Southem Pine(SG=.55) 1/2" 2-7116"
EXTERIOR `6}"J 2-112"x.131"Common Nail P,T.Southem Pine(SG=.55) 9116" 2-7116"
C
�< V 2-1/2"x.145"Roofing Nall P.T.Southem Pine(SG=.55) 9/16" 2-7116"4 l P.T.Southem Pine(SG=.55) 314" 1-3/6"
2 254" - ALUMINUM/STEEL FRAMING OR STEEL AIUm(num,6063-T5 min. 3181, 1/B"
31 2?D STUD.SEE SUBSTRATE PROPERTIES, #10 Steel SMS Screw(G5) S1E81 S1Ud,Gr.33 m(n, 3/B" 0.036
1
TABLE 6,THIS SHEET.
/ PRODUCT REVISED
' NOTES A36 S1ee1 318" 1I8" „c;,mptying tvilh ete filecida
1)USE ONLY SUBSTRATE 'MIMIMUM OF 3 THREADS BEYOND THE METAL SUBSTRATE. Boilding Cads
_ 1I4"MAX SHIM +I f;; ,. nu•.ePwnce ikt 1rp-0505,02
_ APPROPRIATE ANCHORS LISTED .,1 (.rrl•1 Revised Lx iratian Datu I{ ON TABLE 6 OF THIS SHEET. l,),y: gy: Dpfe: Revlsisn: P r.?D21
TYP.ANCHOP.TYPE, -� ...� �L FOLLOW EMBEDMENT AND EDGE '•-..r El•I �``' Jft 04/22/16 NO CHANGE fl, , e
EMBEDMENT AND EDGE •--- EDGE DISTANCE LIMITS.ANY - Revised By: Data: Rev/slsn: IN1-Usdc Product Catty
DISTANCE PER SUBSTRATE,\ DISTANCE INSTALLATION OPTION SHOWN �� ,,
SEE TABLE 6,THIS SHEET. \ �,_� MAY BE USED ON ANY SIDE OF THE
EDGE WINDOW. _ <
DISTANCE _ - ® Description: Drown By.
INSTALLATION 2)2X WOOD FRAMING ORBUCK. S 2 J� FIN FRAME INSTALLATION DETAILS J ROSOWSK(
OPTION6 EMBEDMENT 1.1/2"THICK OR GREATER. =' I``` 7070 TECHNOLOGY DRIVE 7tle: Dote:
INSTALLATIONH 'HE
2XWOOD,SEE NOTE 2,THIS SHEEET 3)VISIBLE LIGHT WIDTH OR HEIGHT y _ N.VENICE, FL 34275 SINGLE HUNG WINDOW INSTALLATION 05/11/11
(NAIL)THROUGH�•HE FIN (ALSO REFERRED TO AS DAYLIGHT _+,r);- P.O. BOX 1529 BILLER,P.E.
eerr.e eel. asar.r ane.0 onwrss Roy we.,
OPENING)IS MEASURED FROM NOKOMIS;FL 34274 .
A.LYIJtI
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�\ Revised Date:
BY� Revision: Drorn Dale:
05/11/11
_� 17,
_F''` ANCHOR SPACING n a
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P.O 1529 6 �p
NOK 34274 Sege/Vod.1. Seale: Sheet Dmwlnq
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SCREW13OSSES FRAME SIMILAR (D i O
ASSEMBLY DETAILS FOR FLANGE.FRAME CORNERS ASSEMBLY DETAILS FOR FIN FRAME CORNERS ASSEMBLY DETAILS FOR FRAME TO MEETING RAIL < .a 05
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1/2'NOM. 1/2'NOM. s
GLASS STACK GLASS STACK a m Z U
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32-35 32-35
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SILICONE HOT-MELT BUTYLp
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EXT.GLASS- EXT.GLASS EXT.GLASS -
No,5Y.70
EXT.GLASS
,
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KODISPACE 4SG TPS C?j SUPER SPACERU NXT'm Cv)DURASEALe SPACER Es XL EDGE""SPACER
— - - A.L'l MILLER,P.E.
P.E.Y 58705
Item PGT PGTPart# Description
# Dwg.#
1 2703E 62703EW Flange Frame Head 2.000" -
2 2751B 627516W Flange Frame Sill r-— z.000^ � -
3 2781 62781W Flange Frame Jamb 23a^ _•050° .962-
.062" -}� .062" 1.125" 1
.500" IP-r`
4 2713 627138W Integral Fin Frame Head I. 2.6
0
0
5 2714E 62714EW Integral Fin Frame Sill - z.o0o" oso"
.050" -- �`I^-
6 2782 62782W Integral Fln Frame Jamb 869^ 50o• _ I
7 2706 62706DW Sash Bottom Rail i } ��- 1 .06z -j _ —62 �.869"
8 2707 62707CW Sash Top Rail os2 - .062" -L I �L �I
9 2739 62739W Fixed Meeting Rail 600-�' - .050' 062"
10 2709 62709CW Sash Side Rail 1l FLANGE FRAME HEAD 050" .062• 4�-
C /6063-T6 ALUMINUM 2.°56"
11 2740B 742740AW Shsh Bottom Lock FLANGE FRAME SILL /3 FLANGE FRAME JAMB rr4\INTEGRAL FIN FRAME HEAD
12 2785 62785W Shsh Stop G)6063-T6 ALUMINUM 6063-T6 ALUMINUM l_J 6063-T5 ALUMINUM .
13 134 66615 Ahdon:Flange
20 1226 .61226DW Vinyl Bulb,Flex PVC 70
21 1662C 71662CW Head/Sill Gasket,Polyethelyne
22 1270 7PAD118 Open Cell Foam Pad 2.056" 3225"
23 2772 727725HK Fixed Meeting Rail Plug Gasket,Rigid PVC oso - 1.tz5 -� o50^ I 1 {- 1•167
24 4066 64066G Wstp.,187 X.230 Fin Seal -�_�___— — .062" I I .oso^
25 2784 72784W Sash Side Rail Gasket,Polyethelyne 1.807" 1,esa"
2.0001, .062-- - T
26 1078 7121UM Balance Take-out Clip 975" .050^--{ - 1.229"F 050"
27 Varies per Size Balance 1.125 975 aa' � - 062 13 I ADOON FLANGE
28 2711 4280OW Sash Cam,Nylon 1 062' _ 6063-T6 ALUMINUM
29 1096 71096W Sweep Latch,Zinc L oso 1_ -�{ 062
T .► szs" r- 1
30 1016 7858WW #8 X.625 Ph.FI.SMS Latch Screws z.oss .050" .-.I BOO^ 1
31 1267 71267N SBttin Block 1/8"x 1/2"x 1",EPDM \INTEGRAL FIN FRAME SILL INTEGRAL FIN FRAME JAMB SASH BOTTOM RAIL (^g �SASH TOP RAIL
32 See Kommerling 4SG TPS Spacer System 5•/6063-T6 ALUMINUM 6 6063•T6 ALUMINUM O 6063-T6 ALUMINUM 6063-T6 ALUMINUM
33 Sheet Quanex Super Spacer nXT with Hot Melt Butyl .062"
34 7 for Qllanex Duraseal
35 Materials Cardinal XL Edge Spac:r I .062"
36 Sash Bottom Lock Spring
1.582" 1F .187"
37 Screen Cloth,Fiberglass os2 G 050" 039" .826'
38 Dow Coming 899 Silicone Glazing Sealant .a7a^
40 1625 61625E Glass Bead(1/8"Glass) —, ---1 .926' r- t
41 2719 62719B Glass Bead(3116"Glass) - I 1.010• os2
SIDE RAIL SASH BOTTOM LOCK RAIL H A FIXED MEETING RAIL SS S SASH STOP
42 1263 612638 Glass Bead(114"Glass) 9l 0� /11`` �1z C u:.;DucTRstlD!6063-T6 ALUMINUM �._�6063-T6 ALUMINUM \l 6063-T6 ALUMINUM 6063•T5 ALUMINUM :;;an,Plying.vilhrh tlx Flurnla
43 1253 6VT48B Glass Bead(I.G.) r;;m;ne case
E184
781 POA #8 X 1"QUAD Pn SMS A cagrencc Nb��o DjO p2
781 PSTX #8 X 1"S Pn Twin Fast SMS-410 S.S. ft Pirslion Wt.
q. q.
Revived By: Dote: Revision: i3`
781 LHPQA #6-15 c 1 LH Twinfast Screw 2;nc J R 04/22/16 ADDED IG SPACERS Minn Dndc Pr xl,ndC- 11
781LHPQX #8-15x 1 LH Twinfast Screw Znc(S.S.) R-i..d MI. Dote: Rewslon:78XIPFTFUA #8 X 1"Ph FI ulcut SMS78X1 FPAX #8 X 1"Ph FI-Stainless Steel � Deveriptlon: Drown By:1/8"Annealed or Tempered Glass `2' z BOM &PART DETAILS J ROSOWSKI
3/16"Annealed or Tempered Glass ." , '' 1070 TECHNOLOGY DRIVE nee:1/4"Annealed or Tempered Glass : N.VENICE, FL 34275 SINGLE HUNG WINDOW INSTALLATION 05/11/11
;.:,,:,� '� � P.O. BOX 1529 1/8 1/4"Alf-1/8"An.of Temp.I.G. NOKOMIS; FL 14274 Sri/Mdel: Scale: Snvet: Omwinq No. R,v:1/6"-3/16"Air-3116"An.or Temp.I.G. A.L'?NN MILLER.P.E. CERT. OF AUTH. #29296 SH-200 NTS 8 OF 8 MD-SH2O0-01 C
P.E. 58705