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Product_Approv„al Menu,>Product or A.-lication Search>A IpD ICatlon List>Application Detail
FL239-R24
Application Type Revision
Code Version 2014
Application Status Approved
*Approved by DBPR.Approvals by DBPR shall be reviewed ai.d 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@pgtindustn'es.com
Authorized Signature Jens Rosowski
irosowski@pgtindustries.com
Technical Representative Jens Rosowski
Address/Phone/Email 1070 Technology Drive
Nokomis,FL 34275
(941)486-0100 Ext21140
jrosowski@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 IL 9
Date Validated 09/07/2016 COP
Date Pending FBC Approval FILE
Date Approved 09/08/2016 ,,{{--����qq T �7
'd.0 a P It
` Summary of Products
F 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 C CAC 16=0505.02.Ddf
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,E
(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 FL232_R24 II 15�612�124 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,-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 FLZ39 R24 C CAC._16_0714.Ol,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_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 CAC...15-0..714 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 IL=0714 QZ, 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:
239.7 SH-3000(Large Missile Impact) Architectural Systems Aluminum`Sin a Hung Window
_---T_ - .. .- -- — --- -- — --- ----— ._.. -- --..—_ .
Limits of Use Certification Agency Certificate'
• .
Approved for use in HVHZ:Yes FL239 R24 C CAC 15-0612.11 LMI.odf
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_ll LMI,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:
239.8 SH-3000(Small Missile Impact) Architectural Systems Aluminum Single Hung Window
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL239_R24_C CAC_.15.06.1.2_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.._R24C 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 fI 16_0714,04_pdf
Ve(NOA)for product performance information,anchorage details, rified 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.-07.14.01pdf
• 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 16_.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.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:
)
Safe
M IAM I-DADE
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 beinZD
g 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 acid 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 bv 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 in the applicable building code negatively affecting the performance of this product.
TERNIINATION 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 Miaini-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.
NOA No. 16-0505.02
%MIAMI•DADE COUNTY ��/
+- a� Expiration Date: Sentember 01.2021
Approval Date: June 16,201F
rp6.
ojl� Page 1
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"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.
13. TESTS
1. Test reports on: 1)Air Infiltration Test,per FBC, TAS 202-94
2 Uniform Static Air Pressure Test Loadingper FBC 202- 4
p ,
TAS 9
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 ruder 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. (.G,►bntitted underprevious NOA No. IS-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. L
Manuel P rez,P.E.
Product Contr �Eza iner
NOA No. 6- 5.02
Ex_niration Date: September.01.2021 - .. . _
Approval Date: June 16,2016
E-1
GENERAL_NOTES:SERIES 200 NON-IMPACT SINGLE HUNG WINDOW
1)THIS PRODUCT.HA.`,BEEN DESIGNED&TES TED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA
BUILDING CODE,INCL JDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ).
53-1/8"'TIP-TO-TIP WIDTH
2)SHUTTERS ARE REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS. — 5 52-1/8"BUCK WIDTH
2-1/8"BUCK WIDTH
NO ANCHORS 49-1/8"
3)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTY APPROVED MASONRY
ANCHORS.MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE,ASTM C90 CONCRETE REQUIRED IN VISIBLE LIGHT 1 VISIBLE LIGHT
MASONRY UNITS AND CONCRETE WITH MIN.I(SI PER ANCHOR TYPE,SEE TABLES 5 8 6,SHEET 4 8 5. FLANGE _ j� 9"MAX.
FRAME HEAD �' B ! 3"MAX — .
4)MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE 5,SHEET 4.ALL WOOD BUCKS LESS THAN A
1-1/2"THICK ARE TO EE CONSIDERED 1X INSTALLATIONS.1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED I * � C I I
DIRECTLY TO SUBSTRATE.WOOD BUCKS DEF.ICTED AS 2X ARE 1-1/2"THICK OR GREATER.1X AND 2X BUCKS 8"MAX.FROM L-- —-----�--� _ j y 35'1/2"
(WHEN USED)SHALL 3E DESIGNED TO PROPFRLY TRANSFER LOADS TO THE STRUCTURE.WOOD BUCK DESIGN T � _L -
CENTER OF VISIBLE _ ___ f� _ 35.112"
AND INSTALLATION IE THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. 21" LIGHT + —1 I l VISIBLE
MEETING
RAIL I j MAX.O.C. 78" LIGHT
5)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.USE ANCHORS OF - TIP-TO 6"MAX.O.C.
SUFFICIENT LENGTH 4S SPECIFIED ON TABLE 5&6,SHEET 4&5.NARROW JOINT SEALANT LS USED ON ALL T
I
FOUR CORNERS OF TyE 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 A BUCK
OF THESE INSTRUCTI)NS. I BUCK I C
I / j HEIGHT I TI 77"
6"MAX.FROM /I L._. .J BUCK
6)SHIMS ARE USE
SHI ED AT EACH ANCHOR L)CATION WHERE THE PRODUCT IS NOT FLUSH TO THE CENTER OF / L"' r"J� /�I HEIGHT
SUBSTRATE.USE SHIAS CAPABLE OF TRANS!'ERRING APPLIED LOADS.WOOD BUCKS,BY OTHERS,MUST BE MEETING ! /
SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED ON THEM BYTHE WINDOW. RAIL 1 / Ii 23"
1. I III MAX.O.C.
7)DESIGN PRESSURE S: �� ,11 ,
-__.
A.NEGATIVE DESIGN LOADS BASED ON STRUCTURAL TEST PRESSURE,FRAME ANALYSIS AND GLASS PER ASTM _
E1300. -� -I- --- -- _
B.POSITIVE DESIGNB I OADS BASED ON WATER TEST PRESSURE,STRUCTURAL TEST PRESSURE,FRAME g• L._-� rl
O
ANALYSIS AND GLASr:PER ASTM E1300. MAX. NO ANCHORS REQUIRED 3'MAX. J
IN FLANGE FRAME SILL —� 6°MAX.O.C.
8)THE ANCHORAGE I`(ETHODS 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 TYP. 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 COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS (TESTED UNIT) TESTED UNIT)
OF THE FLORIDA BUIL DING CODE FOR CORROSION RESISTANCE. -
9)REFERENCES:TES",REPORTS FTL-6479;El CO ULTRACON NOA;ELOO CRETEFLEX NOA;ANSI/AF&PA NOS FOR
WOOD CONSTRUCTIC N AND ADM ALUMINUM DESIGN MANUAL.
10)THE 200 SERIES SINGLE HUNG WINDOW W 4S FORMERLY KNOWN AS THE 4000 SERIES(FLANGE FRAME)OR GUIDE TO SHEETS:
4001 SERIES(FIN FRAME). DESIGN PRESSURE RAT�WPA.T
RATING
GENERAL NOTES........................1
VARIES, TED FOR ELEVATIONS............................ 1
SEE SHEETS 2&3ESISTANCE -
DESIGN PRESSURES............2&3
INSTALLATION,FLANGE.............4
STANDARDS USED: INSTALLATION,INTEGRAL FIN...5
WINDOW SHAPES NO SASH CONFIGURATIONS AS SHOWN BELOW OR SIMILAR,MAY BE USED BY INSCRIBING THE •2014 FLORIDA BUILDING CODE(FBC),5TH 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
�-- WIDTH —^ If WIDTH
•AISI-S100-07/S2-2010 PARTS LIST...................................8
/�_`\\ •ice—�\ -) PRODUCTRLV15EU
/i\\ se complying.viM fhe PMridn
Acceptance No 1�'-6505.62
Revrsed By: Date: RoviNon: Erplrar' Dave .r 21
HEIGHT HEIGHT "'. "-. JR ADDED IG SPACERS, /..
I I I ,O4JZZI1 B OORRECTED SASH HEIGHTS B}'
Rwlsed Sy: Dote: ReNslon: hlinm'DuAe Product Cnntr�
@) Descrtptlan: Drann 8y:
....._
GENERAL NOTES&ELEVATION J ROSOWSKI
EOIIAI IITF PWIEW IORIEL ARCHTOP PROVIEW/ORIEL MDIUSTOP EQUAL LITE 1070 TECHNOLOGY DRIVE TIM: Date:
N. VENICE, FL 34275 SINGLE HUNG WINDOW INSTALLATION 05/11/11
P.O. BOX 1529
NOKOMIS; FL 34274 Series/Model: Scale: Sheet: D_ing No. Rev:
A.I_VNNMI�LER,PE. CERT. OF AUTH. 2929fi SH-200 NTS 1 OF 8 MD-SH2O0-01 C
P.E.A 58705 N
TABLE 1:
TABLE 2:
Maximum z Design Pressure(Ibs/ft2 for Glass Type A, Fin&Flange Frame Monolithic Glass Types
Window S:ish Height
i'RODUCT RL-ViSED
Height' (see Figure A,this sheet) Maximum Window Width' A 1/8"Annealed ,�cnmpty;ny..•itktlro Fimkfn
9:,ildinc Code
B 19-1/8" 26-1/2" 33" 37" 41" 45" 49" 53-1/8" 118"Tempered A-ptincc No 16•oEflS,02.rcpivat'nuzlu Zt
23" 11-9/16"(Equal Lite) +55.0 I -90.0 +55.0 I -90.0 +55.0! -90.0 +55.0( -90.0 +55.0 1 -90.0 +55.0 1 -90.0 +55.0) -90.0 +55.0 1 -90.0C 3/1fi"Annealed
D 3116"Tempered
under 18-9/16" +5.9.0, -90.0 +55.0, -90.0 +55.0, -75.2 +55.0 -65.5 +55.0, 57.3 +50.2, -50.2 +44.8, -44.8 +39.9, -3 .9 t t ur. ,de trod, Ctiit
37" 18=9/6"(Equal Lite) +55.01 -90.0 +55.0' -90.0 +55.0' -84.2 +55.0' -74.5 +55.0' -66.5 +55.0' -61.0 +55.0' S7.7 +55.0' S5.0 E 1/4"Annealed
F 1/4"Tempered
over18-9M6" +55.01 .90.0 +55.0 -90.0 +55.0' -75.2 +55.0 65.5 +55.0 -57.3 +50.2 -50.2 +44.8j 44.8 +39.9' -39.9
urder 15-7/8" +55.01 -90.0 +55.0 I -87.1 +55.0 1 -73.4 +55 -63.8 +55.01 56.8 +50.0 I -50.0 +44.8 44.8 +40.0 40.0
38-3/6" 15-7/8"thru 19-3/16"3 +5f;0. -90.0 +55.0,1 -90.0 +55.0 -78.7 +55.0, -68. +55.0; 58.5 +51.1 -51.1 +45.9, 45.9 +41.3,1 4t3 TABLE 3: >
19-1/1"(Equal Lite) +55.0 -90.0 +55.0: -90.0 +55.0, -82.7 +55.0, -72.6 +55,0, -63.5 +55.0, 57.9 +54.2 -54.2 +51.5, 51.5 Insulated Glass Types p to o
oRr 19-1I4" +55.0' -90.0 +55.0 57.1 +55.0' -73.4 +55.0' -63.8 +55.0' S6.8 +50.0' S0.0 +44.8' 44.8 +40.0 40.o G 1/8"Annealed,1/4"Airspace,1/8"Annealed COO $ 0 0
under 19-9/16" +5ti.0 I -81.5 +55.0 1 -72.3 +55.0 1 -61.3 +55.0 55.3 +50.5 -50.5 +45.8 145.8 +42.0 1 -42.0 +38.7 j -38.7 S c Z N
H 3/18"Annealed,3/16"Airspace,118"Annealed • • O _
45" 19-9/1''thru 22-1/2"3 +55.0! -90.0 +55.0 1 -87.9 +55.0! -74.0 +55.0 1 -64.3 +55.0 1 56.9 +50.1 150.1 +44.8 144.8 +40.0 40.0 0
1 1/8"Tempered,1/4"Airspace,1/8"Tempered g
22-91.6"(Equal Lite) +55.0 -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, 41.4 ,1 3/16"Tempered,3/16"Airspace,1/8"Tempered -
iner22-9/16" .+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; -38.7 yi? Q
ur•der 20.1lB" +55.0 1 -71.6 +55.0 1 -62.8 +55.0 1 -55.4 +50.3 1 -50.3 +45.9 1 45.9 +41.7 1 41.7 +38.9 -38.9 +36.2 36.2 w ~ co
_ _ _ w� U) LL
20-1/f"thru 24-1/2"3 +55.0 i -90.0 +55.0 I -82.5 +55.0 1 - 99.5 +55.0 1 -61.6 +55.0 155.4 +qg,3 1 49.3 +44.6 I -44.6 +40.0 1 40.0 -� r Z O
49 I I I I FIGURE A:SASH 0= •N
24�/ 6"(Equal Lite)Lfte) +55.0, -90.0 +55.0 -90.0 +55.0, -76.4 +55.0, -66.5 +55.0 -57.8 +50.4, 50.4 +45.0, 45.0 +40.1, 40.1 CROSS SECTION €" f Q
over 24-9/16" +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, -38.9 +36.2, -36.2 (WITH MONOLITHIC
s W Op
uncer20-13l16" +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' -34.6 GLASS) a a` ? Z s Z
20-1311�"thru 25-5116"3 +5.5.0 j -89.6 +55.0 j -80.3 +55.0 j -67.7 +55.0 j -60.6 +54.2 1 -54.2 +4g.0' 49.0 +44.2 144.2 +40.0 j 40.0 aD
(n § A50-5/8"
25-3/3"(Equal Lite) +55.0 1 -90.0 +55.0 1 -90.0 +55.0 1 -75.4 +55.0 1 -65.7 +55.0 1 -57.4 +50.3 1 50.3 +44.9 1
d JU.
3 fi uj
Z
85 +4 - -59.9 +53. 533 +485 �oer 25 3/8" +55.0, -67.8 +55.0 - O
o
under 24-15/16" +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 +27.6' -27.6 II 8 O e 2 0
Z ILL N
61" 34-15116"thru 30-1/2"3 +55.0 1 -75.0 +55.0 1 -66.0 +55.0 i -57.4 +51.9 1 -51.9 +47.4 47.4 +43.2 1 43.2 139.91 .39.9 +37.3 1 -37.3 II 4 1& U_` J 8=
SASHco
30-91'6"(Equal Lite) +55,0 I -87.9 +55.0 I -75.8 +55,01 -66.6 +55.0 .59.7 +53.51 -53.5 +48.7 148.7 +43.9 143.9 +39.9 I -39.9 VISIHE GRIT HT ji HEIGHT $ W a Z
over 30-9/16" +55 0 -67.8 +55.0 -59.9 +53.3 1 -53.3 +q8.5 48.5 +44,1; 44.1 +40.2 40.2 +37.6, -37.6 +34.8; -34.8 O F
II
under 25-3/4" +5a.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 +26.5 SASH HEIGHT-3-9/16", -26.5
63" 25-3/4"thru 31-1/2"3 +55J -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 +55.0 j -71.7 +55.0 j 54.8 +55.0 j -58.2 +52.4 1 -52.4 +q7.9 1 47.9 +43.3 43.3 +39.7 j -39.7
over 31-9116" +55.0 1 -67.8 +55.0 1 -59.9 +53.3 I -53.3 +48,5 1 48.5 +44.1! 44.1 +40.2 140.2 +37.6 I -37.6 +34.8 1 -34.8 a x
ur der 29J/4" +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, -25.8 W i
73" 29-3/4"thru 36.1/2"3 +55.0' -61.0 +52.0' 52.0 +48.2 48.2 +44.0' 4d.0 +40A' 40.1 +37.0 -37.0 +34.1' -34.1 +31.4' -31.4
36-9/'6"(Equal Lite) +5`.0 68.3 +55.0 1 -%3 +52.1 1 -52.1 +51.5 1 -51.5 +47.0 1 47.0 +42.7 1 42.7 +39.6 1 -39.6 +37.0 j -37.0
0
U
of er 36-9l16" +SS.O I -67.8 +55.0 1 -56.3 +52.1 1 52.1 +40.5 1 48.5 +44.1 1 44.1 +40.21 40.2 +37.6 1 -37.6 +34.81 -34.6 ,
ur der 31-3/4" +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, -25.8
+4 1.2 +37.9, +8.0 +45.2, 31.7 +29.5 -29.578" 31 14"thru 39"3 +55.0 -58.3 +480 . I ;
39-1h 6"(Equal Lite) +55.0' -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 +34.91 -34.9 NOTES
1 Tip-to-tip dimensiors for flange windows shown.For fin windows or buck dimensions,subtract 1". 1)USE THIS TABLE FOR ALL WINDOWS THAT ARE GLAZED WITH 1/9"
Y Overall sash height.For clear daylight height,subtract 3-9/16". ANNEALED GLASS(TYPE A).
3 Size range includes the standard Pro-View(3-Dver-2 configuration)for the given Window Height. 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH •_ 'SI�.(.� _
For overall sash width,subtract 2-15116"from the buck dimension. OR HEIGHT DIMENSION SHOWN ON THE TABLE.
A.LYNN,MILLER.P.E.
WINDOW HEIGHT-SASH HEIGHT CAN NOT EXCEED 53". P.E.N 58705
TABLE 4.
TABLE 2:
Maximum x Design Pressure(lbslft2)for Glass Type B-J, Fin&Flange Frame Monolithic Glass Types rn c,:.,ucr:�vlsEta
Window Sash Height
r see Rjure A,this sheet 1 A 1!8"Annealed " °mnhur8 w;R.ure Flvrids�
Rm!Jin
Height ( ) Maximum Window Width ;�oncn co� 16
B 118"Tempered o7
_ 261/2" 33" 37" 41" 45" 49" 53-1/8 C 3116"Annealed =ni ark r n ra W( 2D yt
23" 11-9 18"(Equal Lite) +55.01 -90.0 +55.0 ,•90.0 +55.01 1 .0 +55.01 -90.0 +55.0 -90.0 +55.01 JO,G +55.0 1 -90.0 +55.0 -90.0
D 3116"Tempe ed mnf aec r,d, l ci 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 -78.0 +55.0 .72.9 U
E 114 Annealed
37" 195'16"(Equal Lite) +55.0 -90.0 +55.0 90.0 +55.0 -90.0 +55.0 1 -90.0 +55.0 -90.0 +55.0 -90.0 +55.0 -81.1 +55.0 -73.4 F' 1/4"Tempered
ever 18-9/16" +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 1 -78.0 +55.01 42.9
Lander 15-7/8" +55.0 90.0 +55.01 -90.0 +55.0 -90.0 +55.0 -90.0 +55.01 -88.5 +55.0 -81.6 +55.01 -75.0 +55.01 -68.5 a0
15-7/J"thru 193/16"3 +55.0 -90.0 +55.0 j 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:
383/8"
_ _ Insulated Glass Types 0 o
19-?!4"(Equal Lite) +5$,0 �0.0 +55.0 r 90.0 +55.0 -90.0 +55.0� �0.0 +55.0 r �0.0 +55.0� $7.9 +55.0 -78.8 +55.0 -71.2 yP O ,
'• C, o
rver 19-1/4" +55.0 50,0 +55.0 90.0 +55.0 �0.0 +55.0 -90.0 +55.01'-88.5 +55.0' 81.8 +55.0 -75.0 +55.0 -68.5 G 1/8"Annealed,1/4"Airspace,1/8"Annealed O 8 Z O
under 195/16" +55.0 j -90.0 +55.01 -90.0 +55.01 -90.0 +55.0 i -86.5 +55.0 -80.2 +55.0 -73.2 +55.0 56.3 +55.0 59.7 H 3/16"Annealed,3/16"Airspace,118"Annealed o 0� o O X
--
45" 6"thm 22-1/2"a +55.01 -90.0 +55.0 50.0 +55.0 j -90.0 +55.D I -90.0 +55.0 89.1 +55.0 I -78.5 +55.0 j -70.0 +55.0( -63.0 1 1/8"Tempered,1/4"Airspace,1/8"Tempered Q G
19.9/ 1
229.16"(Equal Lite) +55,0 80.0 +55.0, -90.0 +55.0, -90.0 +55.0 -90.0 +55.0 -89.3 +55.01 -78.5 +55.0 -70.0 +55.0, -63.0 J 3/16"Tempered,3/16"Airspace,1/8"Tempered .0 � �2
Laer229/16" +55.0 50.0 +55.0 90.0 +55.0 90,0 +55.0 86.5 +55.0 50.2 +55.0 -73.2 +55.0 -66.3 +55.0' 59.7 oZ01
i•nder20.1/8" +55.0 i 90.0 +55.0 00
j -90.0 +55.01 -86.0 +55.0 -81.8 +55.01 -75.7 +55.0' -69.2 +55.01 -62.8 +55.0( 57.7 W c» LL.
20-1;8"thru 24-1/2"s +55.0 -90.0 +55.0I -90.0 +55.0 -90.0 +55.0 -90.0 +55.0 -84.8 +55.0 -74.2 +55.D -85.9 +55.0 59.1 Z O
49" 0-
FIGURE A:SASH eO i 7 C0
249;16"(Equal Lite) +55.0 50.0 +55.0, �0.0 +55.0 90.0 +55.0 90.0 +55.0 54.8 +55.0 -74.2 +55.0 55.9 +55.0 59.1 _ ti
CROSS SECTION ° CO O
rver 24-9/16" +55.0 90.0 +55.0 -90.0 +55.0 86.0 +55.0 51.8 +55.0 -75.7 +55.0 -69.2 +55.0 .62.8 +55.0 57.7 (WITH I.G.GLASS) a° W
ur der 20-13/16" +55.0 -90.0 +55.0 �0.0 +55.0 83.5 +55.0 -79.1 +55.0' -74.0 +55,0 57.3 +55.0 51.9 +55.0 56.8
z
SOS/8" 20-13/16"thru 255116"9 +.55.01 -90.0 +55.0 -90.0 +55.01 -90.0 +55.0 1 -90.0 +55.0 1 -83.2 +55.0 1 -72.7- +55.0 -64.5 +55.0 i 57.8 cp � ?� Z
25-�•/8"(Equal Lite) +55.0. -90.0 +55.0, 90.0 +55.01 -90.0 +55.0, -90.0 +55.01 -83.2 +55.01 .72.7 +55.0 -64.5 +55.01 57.8 N W U
jij; ,1 N lY Z
over 253 8" +55.0 90.0 +55.0 50.0 +55.0 83.5 +55.01 -79.1 +55.0 -74.0 +55.0 57.3 +55.0 -61.9 +55.0, 56.8 J V o Z) C3
under 24-15/18" +55.0 57.9 +55.0 -75.6 +55.0 -65.7 +55.01 52.3 +55,0 -60.0 +55.0 56.5 +53.2 53.2 +49.6 -49.6 lit $ 8 Z N
34-15.16"thru 30-1/2"7 +35.0 .87.9 +55.01 -75.8 +55.0 -74.1 +55.0' -74.1 +55.0 j -74.1 +55.0 j -65.5 +55.0 57.5 +51.1 j .51.1 il!
LLI
61 30-9'16"(Equal Lite) +55.0� A7,9 +55,0 -75.8 +55.0 I -74.1 +55.0 -74.1 +55.0 -74.1 +55.0 155.5 +55.0 57.5 +51.1 -51.1 VISIBLE LIGHT SASH g (r g (!1 U �U)
-� III 1 HEIGHT LLI _Z .a
HEIGHT 8 O
over 309/16" +55.0 -87.9 +55.0 j -75.8 +55.0 j -74.1 +55.0! -74.1 +55.01 -74.0 +55.0 -65.5 +55.0, 57.5 +51.1 51.1 =
L,nder253/4" +55.0, -83.9 +55.0 -71.7 +55.0r -62.0 +55.0r -59.9 +55.0 57.8 +54.5 54.5 +51.31 51.3 +48.3 1 -48.3 SASH HEIGHT-3-9/16- jij i w
63"
25-34"thru 31_1/2"3 +55.0 -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
31-9 16"(Equal Lite) +35,01 -83.9 +55.0 j -71.7 +55.01 -69.4 +55.01 -69.4 +55.0 59.4 +55.0 .64.5 +55.01 56.5 +50.2 50.2
over 31-9/16" +55.01 -83.9 +55.01 71.7 +55.0 I -69.4 +55.01 -69.4 +55.0 59.4 +55.0 -64.5 .+55.01 56.5 +50.2 50.2 0 x
11-
itI i .t-nder 29-3/4" +55.0, -68.3 +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 .mo n-
3
a
, Uo0
+55.0 58.3 +55.0 56.3 +52.1 -51.5 51.5 +51.5 51.5 +51.5 51.5 ( wo
73. 29-14"thru 36-1/2" 52.1 +51.5 +51.5
369 16"(Equal Lite) +55.0158.3 +55.01 56.3 +52.1 52.1 +51.5j 51.5 +51.5 51.5 +51.5 j 51.5 *51,5 1 51.5 +46.4 j -06.4 u
over 369/16" +55.0 .68.3 +55.0 56.3 +52.1 52.1 +51.5 51.5 +51.5 1 51.5 +51.5 1 51.5 +51.5 51.5 +46.4 I -06.4
Lnder 31514" +55.0 -62.5 +50.8 50.8 +46.3 46.3 +45.2 -45.2 +45.0 1 -45.0 +45.01 -45.0 +45.0, .45.0 +45.0 -45.0
78" 31-3/4"thru 39"a +55.0 -62.5 +50.8 -50.8 +46.3 -46.3 +45.21 -45.2 +45.0 -45.0 +45.0 -45.0 +45.0 1 -45.0 +45.0 -45.0
39.116"(Equal Lite) +55.0 -62.5 +50.8' 50.8 1+46.3 -46.3 1+45.2 -45.2 +45.0 -45.0 1+45,0 -45.0 1+45.01 45.0 +45.0 -45.0 NOTES
'Tip-to-lip dimensions for flange windaws shown.For fin windows or buck dimensions,subtract 1". 1)USE THIS TABLE FOR ALL WI NDCWS THAT ARE GLAZED WITH GLASS l
2 "TYPES B-J.NOT APPLICABLE WITH 118 ANNEALED GLASS(TYPE A).
overall sash height.For clear daylight height,subtract 3-9/16".
9 Size range includes the standard Pro-View(3-014F2 configuration)for the given Window Height. 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE MOTH OR
Far overall sash width,subtract 2-15/16"from the buck dimension. HEIGHT DIMENSION SHOWN ON THE TABLE.
S,
A.LYNN MILLER,P.E.
WINDOW HEIGHT-SA`H HEIGHT CAN NOT EXCEED 53". P.E.0 58705
A-0*
INSTALLATION_DETAILS FOR FLANGE FRA__M__ES__ CONCRETE/CMU CONCRETE CMU
OPTIONAL ADDON•' \ EMBEDMENT PER ANCHOR PER ANCHOR
(13 TYP.ANCHOR REQUIREMENT REQUIREMENT INSTALLATION FLANGE.@ HEAD, TYPE,
OPTION 1 \SILL&JAMBS �- 3 EMBEDMENTAND
CURVED HEADER 1l4^MAX q1
INSTALLATION INTO WOOD — - EDGE l� EDGE DISTANCE
_ 11I SHIM J PER SUBSTRATE,
2X,SEE NOTE 2,THIS SHEET. - �—.— - _.- i = DISTANCE J �6'% \ 10 \ \ / SEE TABLE 5,
EMBEDMENT /l \\ - THIS SHEET.
1
c
TYP.ANCHOR
r. TYP EDGE
E. .-%:• ., ._ f 38\ '—1 Y/ — EM
'�' 1!4"MAX 1/4" } EMBEDMENT /I
Yl SHIM _. MAX AND EDGE I
}—/ \ TYP.ANCHOR TYPE, SHIM DISTANCE PER - — — —, `4 :� / \ DISTANCE
BEDMENT
l EMBEDMENTAND I SUBSTRATE.
1.465' EDGE DISTANCE 11 1 SEE TABLE 5,
{I II PER SUBSTRATE, tl THIS SHEET. /- 32 35
L I Ij SEE TABLE _�j IN_STALLATION '114_3) `'C4/ EXTERIOR INSTALLATION
�I 3i') SHEET. OPTION 1 INSTALLATION
_ — VISIBLE LIGHT WIDTH OPTION 3
VISIBLE III STRAIGHT HEADER OPTION 2 INSTALLATION ANCHORS
-IGHT II, \�61� INSTALLATION ONTO INSTALLATION BUCK WIDTH THROUGH 1X BUCKSTRIP
FEIGHT III / / WOOD 2X.NO ANCHORS ANCHORS DIRECTLY TIP•TO-TIP WIDTH _ _ __ INTO MASONRY.
_ III /Z30� REQUIRED AT HEADER.29 INTO MASONRY. HORIZONTAL SECTION A-A
#125TEEL
1/4"MAX.SHIM TABLES: EGRESS FORMULAS
� '/ /�I
SELF-DRILLING Anchor Anchor Substrate Min.Edge Min. (EQUAL-LITE)
SMS(G5),SEE---\ Group Distance Embedment WIDTH:TIP-TO-TIP WIDTH-4"
2.751 TABLE 5,THIS \ A 1/4"410 SS CreteFlex Ungrouted CMU ASTM C-90) 1-314" t-1/4" HEIGHT:TIP-TO-TIP WIDTH/2-6-5/16'B�
SHEET �_-... P.T.Southern Pine(SG=.55) 9/16" 1-3/eta)*
BUCK EXTEFJOR 1 USE EITHER '� --� �q VISIBLE LIGHT FORMULAS
HEIGHT — INSTALLATION ttt Steel SMS um num, T5 min. t/^'
LATCH(#29)OR (EQUAL-LITE)
C� BOTTOM LOCK OPTION 4 Screw(G5) Steel Stud,Gr.33 min. 3/8" 0.0346(20 WIDTH(SASH):TIP-TO-TIP WIDTH-5-1/16'
TIP-TO-TIP 33 (#11).TESTED INSTALLATION �� A36 Steel 3/8" 1/8"' WIDTH(FIXED):TIP-TO-TIP WIDTH-4-
HEIGHT >—� S I �j 11 UNIT LOCATION: ANCHORS P.T.Southem Pine(SG=.55) 1" 1-3/B" HEIGHT:(TIP-TO-TIP HEIGHT-7-1/16^)/2
37�t�, S II II 6-5/6'FROM DIRECTLY INTO
_ 1/4"410 SS CreteFlex Concrete min.3.35 k9i V. 1"
�(64� VENT END. METAL. ( )
SIBLE Ungrouted CMU,(ASTM C-90) 1-314" 1-114"
VI
y LIGHT jl I /4D/, �3 P.T.Sculhem Pine(SG=.55) 1" 1-3/8"
1 HEIGHT �I� jl �� DADE APPROVED MULLION, C 1/4"Steel Ullracon Concmle(min.2.9 ksi) T' 1-3/81,
ALUMINUM.STEEL FRAMING OR EXTERIOR Ungrouted CMU,(ASTM C-90) 2-1/2" 1-1/4"
I' STEEL STUD.SEE SUBSTRATE
5 ICI; II f 11 'PROPERTIES,TABLE 5,THIS SHEET. MIMIrAUM OF 3 THREADS BEYOND THE METAL SUBSTRATE.
NOTES
431--
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" C1 20)
2X WOOD 2)MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE 5,THIS SHEET.ALL WOOD BUCKS LESS THAN 1-112"THICK ARE TO BE CONSIDERED 1X INSTALLATIONS.
BUCKSTRIP, j / C2 1 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE.WOOD BUCKS DEPICTED AS 2X ARE 1-1/2"THICK OR GREATER.IX AND 2X BUCKS PRODUCT REVISED
SEE NOTE 2, (WHEN USED)SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE.WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ss coutplring tsiN tlm r1-i4x
THIS SHEET. ENGINEER OR ARCHITECT OF RECORD. Building Code
_.t Am!ptance No IGw'O
_.. 3)VISIBLE LIGHT WIDTH OR HEIGHT(ALSO ,, 0.M.1m Dz _ — )
REFERRED TO AS DAYLIGHT OPENING)IS •,Ip/ Revised By: Dote: Revision: �I1
MEASURED FROM BEADING TO BEADING. ,v 04/22/16 NO CHANGE �Ilnm' J�dcraductCtx,J
\\���.\��\��t1!4"MAX SHIM ;, `'1=1" '•'i�' Reused By. Da: R-W-:
NO ANCHORS
REQUIRED IN CONCRETE PER
FLANGE ,, ^ ANCHOR _ GJ p Desorption: Or—By:
FRAME SILL REQUIREMENT = -_ -: FLANGE FRAME INSTALLATION DETAILS J ROSOWSKI
5„ill-b
" 1070 TECHNOLOGY DRIVE Title: Dote:
N. VENICE, FL 34275 SINGLE HUNG WINDOW INSTALLATION 05/11/11
P.O. BOX 1529
VERTICAL SECTION B-B :' ;, .,. NOKOMIS: FL 3a274 Seriea/Model: Scole: Sheet: Drer ny No. Rav:
A.LYNN!MILLER;P.E. CERT. OF AUTH. M29296 SH-200 NTS 4 OF 8 MD-SH2O0-01 C
P.E.#56705
rl •1, •i � �lJ •1
INSTALLATION DETAILS FOR FIN FRAMES EDGE
TYP.ANCHOR TYPE,EMBEDMENT AND EDGE DISTANCE EDGE DISTANCE-�•{ __ EDGE
- EDGE DISTANCE PER SUBSTRATE,SEE DISTANCE I � _ �-+ 1/q^MAX SHIM 1/4"MAX SHIM -- � "' DISTANCE
.. TA13LE 6,THIS SHEET I TYP.ANCHOR TYPE, _
/I EMBEDMENT AND EDGE_- (I• II I' 2X WOOD,SEE
INSTALLATION 2X WOOD.3EE NOTE 2,THIS SHEET 2X WOOD, DISTANCE PER SUBSTRATE. NOTE 2,THIS
OPTION 5 �__. 1 EMBEDMENT SEE NOTE 2, I II ) SEE TABLE 6,THIS SHEET. O) I SHEET
J THIS SHEET HORIZONTAL SECTION C-C
CURVED HEADER E)GE 2X WOOD, `
INSTALLATION DIS-ANCE ���EMDEDMENT
-- EDGE _ SEE NOTE 2, -,ANCHOR SCREW -_ DISTANCE __ /
ANCHOR(SCREW) -- .. 1 THIS SHEET _ 411 27
THROUGH THE FIN EDGE -_ ��� ` l\ (61 (�'-\�x,\� t
DISTANCE / y-{14) \- \9� _ I ( I EMBEDMENT
-. _ _ DISTANCE I
TF
EMBEDMENT I
��/ 1/4^MAX SHIM=
\_J I TYP•ANCHOR TYPE, _ 1/4"MAX SHIM- I 8) � � —L
EMBEDMENTAND
1.465" EDGE DISTANCE II 4 TYP.ANCHOR TYPE,
j PER SUBSTRATE, I� EMBEDMENT AND EDGE/ - 124 INSTALLATION
1 36 SEE TABLE 6,THIS DISTANCE PER SUBSTRATE, ___-______
INSTALLATION _ --� OPTION 6
- SHEET. I SEE TABLE 6,THIS SHEET.
II - INSTALLATION OPTION 5 \ 64/ INSTALLATION ANCHOR
VISIBLE 36' /32-35)
C_,
LIGHT II OPTION E INSTALLATION 43 EXTERIOR (NAIL)THROUGH THE FIN
HEIGF:T I 61 30 STRAIGHT HEADER ANCHOR(SCREW) VISIBLE LIGHT WIDTH
I� INSTALLATION ANCHOR THROUGH THE FIN
1 29 (SCREW)THROUGH THE FIN BUCKWIDTH EGRESS FORMULAS
(EQUAL-CITE)
MULLION SECTION WIDTH:B(EQUAL
LI E"
"1� HEIGHT:BUCK HEIGHT/2.5-13116"
-- 8 DADE APPROVED MULLION,MAY BE
EXTERIOR INSTALLATION VERTICAL OR HORIZONTAL,MAX.
�� 1/4"SHIM.SEE SUBSTRATE VISIBLE LIGHT FORMULAS
2.7�7" a USE EITHER OPTION PROPERTIES.TABLE 6,THIS SHEET. (EQUAL-LITE)
BUCK LATCH(#29)OR INSTALLATION
HEIGHT BOTTOM LOCK ANCHOR(SCREW) EXTERIOR 6 WIDTH(SASH):BUCK WIDTH-4-1/16'
_ WIDTH(FIXED):BUCK WIDTH-3"
1 (011).TESTED THROUGH THE FIN 114"MAX.SHIM 6 HEIGHT:(BUCK HEIGHT 6-1116")
- 12
L
37 UNIT LOCATION: rU
-� IF 6-5/8"FROM 1 j WITH FIN i
II ,-y 64` VENT END. #10 STEEL REMOVED
II I/ I SELF-DRILLING t- =-- TABLE 6:
VISIBLE
II I SMS(G5)
(�
LIGHT ,ii �I / �.J� Anchor Substrate Min.Edge Min.
HEIGHT 'Ii II j �/(36 Distance Embedment
- f 2-1/2"x.113"Box Nail P.T.Southern Pine(SG=.55) 1/2" 2-7116"
EXTERIOR `6 v 2-1/2"x.131"Common Nail P.T.Southern Pine(SG=.55) 9/16" 2-7/16'
C V- 2-1/2"x.145"Roofing Nall P.T.Southern Pine(SG=.55) 9116" 2-7/16'
C3 �T P.T.Southem Pine(SG=.55) 314" 1-3/8"
2 254• ti ALUMINUM/STEEL FRAMING OR STEEL Aluminum,6063-75 min. 3/8" 118"
31 20) STUD.SEE SUBSTRATE PROPERTIES, #10 Steel SMS Screw(G5)
- TABLE 6,THIS SHEET. Steel Stud,Gr.33 min. 3/B" 0.036 PRODUCT REVISED
/� " I th the FluriL,
oo' S
NOTES A36 Steel 3/8 1/8" ,�,mpyina,vi
ONLY MIMIMUM OF 3 THREADS BEYOND THE METAL SUBSTRATE. Ouilding Cock
1)USE APPROPRIATE
ANCHORS
1Co-o�s,/1D221
- �E,'.E
"MAX SHIM : r.uD�nce ti
APPROPRIATE ANCHORS LISTED ' Revised By: Dfe: Nri.fj."Dr(a
ON TABLE 6 OF THIS SHEET.TYP.ANCHOR TYPE, FOLLOW EMBEDMENT AND EDGE '. c;a>.; JR r'EMBEDMENT ANC EDGE I DISTANCE LIMITS.ANY .t'` '- - O4I2ZI16 NO CHANGE pfinm"Dade ProductCmnel
DISTANCE PER SUBS_RATE, �'�._—� I DISTANCE INSTALLATION OPTION SHOWN Revised By: Date: Revision:
\ _
SEE TABLE 6,THIS SHEET. MAY BE USED ON ANY SIDE OF THE
\ _�, _\� L -> EDGE WINDOW. - .//''
DISTANCE >y(, �t,6
7 ® Desaripfi n: ervrm Bl"
INSTALLATION J- 2)ZX WOOD FRAMING OR BUCK, - , .. FIN FRAME INSTALLATION DETAILS J ROSOWSKI
1-1/2"THICK OR GREATER. !;'.";'
OPTION li EMBEDMENT 1070 TECHNOLOGY DRIVE Titte: Date:
INSTALLATION APCHOR pX WOOD,BEE 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 (ALSO REFERRED TO AS DAYLIGHT '�_•',!1�, =-'',, P.O. BOX 1529
OPENING)IS MEASURED FROM NOKOMIs; FL 34274 s.n../Mee.r, eaarn nn..n
VERTICAL SECTION D-D BEADING TO BEADING. A+LYNFIMIL'LER,P.E. CERT. OF AUTH. #2---- SH-Z00 NTS 5 OF 8 MD-SH2O0-01 C
REX 58705
71 p v Z C Z ,13j N O 1
N N p A
m my xm O of p :E m
gZ A oD p s o n = 3
m m p
g:
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.4c Om
o a oZOz Op
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c
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Op m z ~-e v m v v T ^' N Above MR
X O O N v N v N
0 1 o, Vt N a N N N N N N N N w N N N N N Below MR v
c D Z `° n o = N
m ➢_ = m 3 �. x "' v ^' Above MR a
ps m m y ,3 N N N w N N N W N N W N w N W N N N N N Below MR V
___ _ D
G
y m D w N N Above MR w ^'
p 1 o
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Above MR
m v
N N N N N N N N N N N N N N N N N N Below MR
N Above MR a
n � A N N �.. W �
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= W N N W A N a N w W N N w Above MR a u
0 N N w tiI N w N N W w N N W N N- w N N N w N N N Below MR
W N N N N N N Above MR a D
N N v w N N N Below MR v D
A �
w A N w w a FAbR
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m
u W v N -n
u N N n m
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u'
Belau MR D 3
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v BeIoa MR m
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Y 3
W W v N W u N W u w N v W v N N W N N N W N N N w v N N Bebw MR �
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i mm Domyz-,r /• _ ___ _ _ _ _ N Above MR as
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mms=�°mcOzp __ __ BebwMR m w
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o�p:ilZ AC N mom\ w"" W N N Above MR a -
m A D y D pm 0 r c
pp Z = \\ N u u N N N w N N Bela.MR 0
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Below MR >
w A w A W u w N Above MR a s
Below MR m u\ \% N Above MR Lt
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N N u N v u W v Bebw MR v
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1ZD __________
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R.W-d By: Date: Revig— Drawn By-
CORRECTED
JR 04/22/16 SASH _. n
HEIGHT RANGES J ROSOWSKI •tic s
Revised Dote: Drown Dote:A.. BY ReNe(an:
erg;{ ,•"Vl 05/11/11 A &
5.
inz.. r - ® Oweripfian:
ANCHOR SPACING a
1070 TECHNOLOGY DRIVE Title:
N.VENE. FL 34275
29 P.O. BOX 1529 SINGLE HUNG WINDOW INSTALLATION
P.O. B R
NOKOMIS: FL 34274 Seriea/ModeL Scale: Sheet Drowlnq Na. Rer. �7 N
CERT.OF AUTH. #29296 SH-200 NTS 6 OF 8 MD-SH2O0-01 C ,
J
ANGLED/CURVED ANGLED/CURVED
FRAME �`py FRAME PRODUCTIZEV1SED
�..�' ASSEMBLY I ,�, puc..pll i.g vithd.FhviAe
sr 90°C «°h�°R°
_ORNER ASSEMBLY A1)N.16_p� 02
90°CORNER .FRAME ='rimlbnn°I° — 1
,a.j
FRAME ASSEMBLY � � Y
ASSEMBLY
1"WEEP l"WEEP L. ��� I I r✓ j
NOTCH Q I -�'' a -, � `�/ NOTCH O O
EACH END j✓I", „�r+%6� /l EACH END i¢'iCHj� I 6
O 4 (A N
Lu
' S0 51 MITERED F RAME
WI WELDS AT //' FYI MITEREDFRAME a & cc)WITH WELDS AT- FL g Z LL
FLANGE FRAME a
SCREW BOSSES SHOWN,FIN
F SCREWBOSSES FRAMESIMILAR o C7 — y O
ASSEMBLY DETAILS FOR FLANGE FRAME CORNERS ASSEMBLY DETAILS FOR FIN FRAME CORNERS ASSEMBLY DETAILS FOR FRAME_ TO MEETING RAIL
112"NOM. 1/2'NOM. O
GLASS STACK GLASS STACK Y a s m Z
1/8"ANNEALED OR _ 3116'ANNEALED OR _ 1/4"AIRSPACE 3116"AIRSPACE CO � Z
TEMPERED GLASS r TEMPERED GLASS —�I Tr LASS r TEMPER D GLDASS F-�— 1/8"ANNEALED OR TEMPERED GLASS r 1/8"ANNEALED OR L j U) (7
r i t•� TEMPERED GLASS TEMPERED GLASS ` U) Z
`� Ili�61\ IIII 62 II
�40 I 41 II� �l 42 III 43 II II 63) (4-38'O 8 2 O
3/8"NOM. � 3/8'NOM. IIII 318'NOM. ;i/8"NOM. II II /�(�f^� 3/8'N I w w a N
GLASS BITE II GLASS BITE � I � II II �? Z (D
I. I I GLASS SITE I I I
T_„ _V. I, GLASS BITE //I GLASS BITE I II .1 e .o�'
--a _ 36 1 .38 D „O o Z
38 38 �11 �--(3g l�,( �� o U tv= rn
�-8 3�5) 32-35
C� (7j— 7
3/16"GLAZING DETAIL 1/4"GLAZING DETAIL 1/2"I.G. 3E^n m
1/8"GLAZING DETAIL .GLAZING DETAIL 1/2"I.G.GLAZING DETAIL =�mv
GLASS T"'PES A 8 B GLASS TYPES C 8 D GLASS TYPES E 8 F GLASS TYPES G 8 I GLASS TYPES H 8 J �U"=y�62
0
>dY
ALUMINUM of z
��--SILICONE HOT-MELT BUTYLJA
REINFORCEMENT POLYISO- DESICCANT FILL AREA
ter\ STRUCTURAL BUTYLENESILICONE
STRUCTURAL �� i--3/16"NOM. 16"NOM: SEAL �; 5/16"NOM.1/4"NODA. FOAM POLYISOBUTYLEN- WITH BUTY SILICONE SEALWITH DESICCANT DESICCANT DESICCA ROLL-FORMEDFO STAINLESS STEEL _
• i't�
EXT.GLASS- EXT.GLASS EXT.GLASS
1 EXT.GLASS _y --�-
DINT.GLASS / INT. LASS GLASS J,� `INT.G �� `-A'oR,Oh.•' '�/'
i DINT.GLASS ��5,• -•.'.....- -..���'`.•,,..
3s\KODISPACE 4SG TPS @?1 SUPER SPACERU NXT 34�DURASEALO SPACER 35 XL EDGE SPACER
_ / A.'
tfytiN MILLER.P.E.
P.E.Y 58705
Item PGT PGT Part# Description
# Dwg.#
1 2703E 62703EW Flange Frame Head z.00o" - -
2 2751E 62751BW Flange Frame Sill 2.000" 1 1 �J T
3 2781 62781 W Flange Frame Jamb I .238"' -.050" .962"
4 2713 62713BW Integral Fin Frame Head os2° .5001, 062" zs"
zsoo•
5 2714E 62714EW Integral Fin Frame Sill 2.000"' .050"
6 2782 62782W Integral Fin Frame Jamb o50^ n
7 2706 62706DW Sash Bottom Rail 869 500" __.11-�- sz I ��
FO62-
23J II�L�� •� less"
8 2707 .62707CW Sash Top Rail .062" - I'- .062' -I 5�0 .050' - - --�;l
9 2739 62739W Fixed Meeting Rail t� I[::7
" .062"� .062 Illll�
10 2709 62709CW Sash Side Rail (1l FLANGE FRAME HEAD O50" .062. �1
6063-T6 ALUMINUM 2.056"
11 2740B 742740AW Sash Bottom Lock
FLANGE FRAME SILL /'�FLANGE FRAME JAMB r-\INTEGRAL FIN FRAME HEAD
12 2785 62785W Sash Stop 2 6063-T6 ALUMINUM `��6063-T6 ALUMINUM G-)6063-T5 ALUMINUM
13 134 66615 Addon'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" T f— -97s'
2772 72772SHK Fixed Meeting Rail Plug Gasket,Rigid PVC 050" 1.125' 7.0)62-"
J 1 1.187' -{
24 4066 64066G Wstp.,187 X.230 Fin Seal � __-_— _ .050,
25 2784 72784W Sash Side Rail Gasket,Polyethelyne 1 sor 06z' 1.898 T
2.00026 1078 7121UM Balance Take-out Clip .975" -. 1.229' .050• --I 1
27 Varies per Size Balance 1.125' s7s'o _j I osz' 13 ADDON FLANGE
28 2711 4280OW Sash Cam,Nylon 1 062 L _ 6063-T6 ALUMINUM
29 1096 71096W Sweep Latch,Zincos0" _ J� -� 062-
30 1018 7858WW #8 X.625 Ph.FI.SMS Latch Screws z.oss 050• -I '926 e00" 1-
31 1267 71267N Setting Block 1/8"x 1/2"x 1",EPDM \INTEGRAL FIN FRAME SILL INTEGRAL FIN FRAME JAMB /f�7\l SASH BOTTOM RAIL r SASH TOP RAIL
32 See Kommerling 4SG TIPS Spacer System C 6063-T6 ALUMINUM ��6063-T6 ALUMINUM 6063-T6 ALUMINUM \8)6063-T6 ALUMINUM
33 Sheer Quanex Super Spacer nXT with Hot Melt Butyl .Gsz"
34 7 for Quanex Ouraseal
35 Materials Cardinal XL Edge Spac•ir .062 -{
36 Sash Bottom Lock Spring JI .865-
� 1.187"
Li-37 Screen Cloth,Fiberglass
40 1625 61625B Glass Bead(1/8"Glass) os2" 1.582" os082s^
38 Dow Coming 899 Silicone Glazing Sealant G � .874^ 1
-�{ .926' �- .062- y I
41 2719 62719E Glass Bead(3116"Glass) --� 1.010^
42 1263 61263E Glass Bead 114"Glass r l FIXED MEETING RAIL \SASH SIDE RAIL / SASH BOTTOM LOCK RAIL SASH STOP Pi+fiDl1CT RLVISGO
( ) \9/6063-T6 ALUMINUM �_�/6063-T6 ALUMINUM `11 6063-T6 ALUMINUM `2 6063-T5 ALUMINUM
+z cmnplying,,Rh dl FIr kW
43 1253 6VT48B Gress Bead(LG.) r ins Cara
50 781PQA #8 X 1'QUAD Pn SMS aaepvncallo lr0-050�Z)-
!xp�.fm
51 781PSTX #8 X 1"Sq.Pn Twin Fast SMS-410 S.S. Rev eed By. Date: Rav eion:
52 1184 781LHPQA #B-15 x 1 LH Twinfast Screw Zinc JR 04/22/16 ADDEDIGSPACERS M;n53 1186 781LHPQX #8-15 x 1
LH Twinfast Screw Zinc S.S. ri Revised( ) By: Dote: ReNslon:
54 78X1 PFTFUA #8 X 1"Ph FI ulcut SMS
55 78XIFPAX #8 X 1"Ph FI-Stainless Steel
60 118"Annealed or Tempered Glass u oeac ptian: o a+^Br•
p z BOM&PART DETAILS J ROSOWSKI
61 3116"Annealed or Tempered Glass s r;' 07
1070 TECHNOLOGY DRIVE Title: Dote:
62 114"Annealed or Tempered Glass N. VENICE, FL 34275 SINGLE HUNG WINDOW INSTALLATION 05/11/11
P.O. BOX 1529
63 1/8"-1/4"Air-1/8"An.Or Temp.I.G. NOKOMIS: FL 34274 Ser /Model: Scale: Sheet: Drawing No. Rev:
64 - 1/6%3/16"Air-3/16"An.Or Temp.I.G. A.LYNN'MILLER,P.E. CERT, OF AUTH. #'29296 SH-200 NTS 8 OF 8 MD-SH2O0-01 C
P.E.#58705