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BPR. Approvals by DBPR shall be reviewed and ratified
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Archived n
Product Manufacturer PGT Industries
Address/Phone/Email 1070 Technology Drive
North Venice, FL 34275
(941)486-0100 Ext 22318
druark@pgtindustries,com
Authorized Signature ]ens Rosowski
jrosowski @ pgtindustri es,com
Technical Representative ]ens Rosowski
Address/Phone/Email 1070 Technology Drive
Nokomis, FL 34275
(941)486-0100 Ext 21140
jrosowski@pgtindustries.com
Quality Assurance Representative
Address/Phone/Email
Category Windows
Subcategory Fixed
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 09/07/2016
Date Validated 09/21/2016
https:/Auww.floridabuilding.org/pr/pr app dN.aspx?param=wGEVXQwtDqu3mwFvZ35VD3jztncl°/p2fPhN!gzKSXghHT8p/o3d 1/4
10/3/2016 Florida Building Code Online
Date Pending FBC Approval
Date Approved 09/25/2016
Summa of Products
FL# Model,Number or Name Description
243.1 CA-640 Fixed (Non-Impact) Aluminum Fixed Window used with Casement/Awning
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes _ FL243 R19 C CAC 16-0629.20.odf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant: No 04/11/2018.
Design Pressure: N/A Installation Instructions
Other: Please see the Miami-Dade County Notice of FL243 R19 II 16-0629.20.odf
Acceptance (NOA)for product performance information, Verified By: Miami-Dade BCCO-CER
anchorage details, and anchor type,size, and spacing Created by Independent Third Party:
information. Evaluation Reports
Created by Independent Third Party:
243.2 CA-740 Fixed (Large Missile Impact) Aluminum Fixed Window used with Casement/Awning
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FI?43 R19 C CAC 16-0629.22.odf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 04/11/2018
Design Pressure: N/A Installation Instructions
Other: Please see the Miami-Dade County Notice of FL243 R19 II 16-0629 22 odf
Acceptance(NOA)for product performance information, Verified By: Miami-Dade BCCO-CER
anchorage details, and anchor type,size, and spacing Created by Independent Third Party:
information. Evaluation Reports
Created by Independent Third Party:
243.3 PW-220 (Non-Impact) Aluminum Fixed Window
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL243 R19 C CAC 16-0505.03.3df
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant: No 08/18/2021
Design Pressure: N/A Installation Instructions
Other: Please see the Miami-Dade County Notice of FL243 R19 II 16-0505.03.odf
Acceptance (NOA)for product performance information, Verified By: Miami-Dade BCCO- CER
anchorage details, and anchor type,size, and spacing Created by Independent Third Party:
information. Evaluation Reports
Created by Independent Third Party:
243.4 PW- 520 (Large Missile Impact) WinGuard Vinyl Fixed Window
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL243 R19 C CAC 15-0612.13.odf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 01/08/2019
Design Pressure: N/A Installation Instructions
Other: Please see the Miami-Dade County Notice of FL243 R19 II 15-0612.13.odf
Acceptance(NOA)for product performance information, Verified By: Miami-Dade BCCO-CER
anchorage details, and anchor type,size, and spacing Created by Independent Third Party:
information. Evaluation Reports
Created by Independent Third Party:
243.5 PW-620 (Non-Impact) Aluminum Fixed Window
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL243 R19 C CAC 16-0629.13.odf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant: No 02/19/2019
Design Pressure: N/A Installation Instructions
Other: Please see the Miami-Dade County Notice of FL243 R19 II 16-0629.13.odf
Acceptance (NOA)for product performance Information, Verified By: Miami-Dade BCCO- CER
anchorage details, and anchor type,size, and spacing Created by Independent Third Party:
information. Evaluation Reports
Created by Independent Third Party:
243.6 PW-720 (Large Missile Impact) Aluminum Fixed Window
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL243 R19 C CAC 16-0629.14.odf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration.Date
Impact Resistant:Yes 02/19/2019
Design Pressure: N/A Installation Instructions
Other: Please see the Miami-Dade County Notice of FL243 R19 II 16-0629.14.odf
Acceptance (NOA)for product performance information, Verified By: Miami-Dade BCCO-CER
anchorage details, and anchor type,size, and spacing Created by Independent Third Party:
information.
https:]A rww.floridabuilding.org/pr/pr app dtl.aspx?param=wGEVXQwtDqu3mwFvZ35VD3jztncl%2fPhNigzKSXghHT8%3d 2/4
10/3/2016 Florida Building Code Online
Evaluation Reports
Created by Independent Third Party:
243.7 PW-820 (Large Missile Impact) Aluminum Fixed Window
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL243 R19 C CAC 16-0629.14.pdf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 02/19/2019
Design Pressure: N/A Installation Instructions
Other: Please see the Miami-Dade County Notice of FL243 R19 II 16-0629.14.odf
Acceptance(NOA)for product performance information, Verified By: Miami-Dade BCCO- CER
anchorage details, and anchor type,size, and spacing Created by Independent Third Party:
information. Evaluation Reports
Created by Independent Third Party:
243.8 PW-2720(Large Missile Impact) Vinyl Fixed Window
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL243 R19 C CAC 13-1125.04.odf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 08/11/2020
Design Pressure: N/A Installation Instructions
Other: Please see the Miami-Dade County Notice of FL243 R19 11 13-1125.04.odf
Acceptance(NOA)for product performance information, Verified By: Miami-Dade BCCO-CER
anchorage details, and anchor type,size,and spacing Created by Independent Third Party:
information. Evaluation Reports
Created by Independent Third Party:
243.9 PW-3020(Large Missile Impact) Architectural Systems Aluminum Fixed Wiindow
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL243 R19 C CAC 15-0609.06 LM.odf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 08/16/2017
Design Pressure: N/A Installation Instructions
Other: Please see the Miami-Dade County Notice of FL243 R19 II 15-0609.06 LM.odf
Acceptance (NOA)for product performance information, Verified By: Miami-Dade BCCO-CER
anchorage details, and anchor type,size, and spacing Created by Independent Third Party:
information. Evaluation Reports
Created by Independent Third Party:
243.10 PW-3020(Small Missile Impact) Architectural Systems Aluminum Fixed Wiindow
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL243 R19 C CAC 15-0609.07 SM.odf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 04/17/2018
Design Pressure: N/A Installation Instructions
Other: Please see the Miami-Dade County Notice of FL243 R19 II 15-0609.07 SM.odf
Acceptance (NOA)for product performance information, Verified By: Miami-Dade BCCO-CER
anchorage details, and anchor type,size, and spacing Created by Independent Third Party:
information. Evaluation Reports
Created by Independent Third Party:
243.11 PW-5420(Non-Impact) Vinyl Fixed Window
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL243 R19 C CAC 16-0629.11.odf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant: No 04/30/2020
Design Pressure: N/A Installation Instructions
Other: Please see the Miami-Dade County Notice of FL243 R19 II 16-0629.11.odf
Acceptance(NOA)for product performance information, Verified By: Miami-Dade BCCO-CER
anchorage details, and anchor type,size, and spacing Created by Independent Third Party:
information. Evaluation Reports
Created by Independent Third Party:
243.12 PW-5440(Non-Impact) Vinyl Fixed Window used with Casement/Awning
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL243 R19 C CAC 16-0714.20.odf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant: No 09/24/2020
Design Pressure: N/A Installation Instructions
Other: Please see the Miami-Dade County Notice of FL243 R19 II 16-0714.20.odf
Acceptance(NOA)for product performance information, Verified By: Miami-Dade BCCO-CER
anchorage details, and anchor type,size, and spacing Created by Independent Third Party:
information. Evaluation Reports
Created by Independent Third Party:
243.13PW-5520(Large Missile Impact) Vinyl Fixed Window
Limits of Use Certification Agency Certificate
https:/Iwww.floridabuilding.org/pr/pr app dd.aspx?param=wGEVXQwtDqu3mwFvZ35VD3jztncl%2fPhN!gzkSXghHT8%3d 3/4
10/3/2016 Florida Building Code Online
Approved for use in HVHZ:Yes FL243 R19 C CAC 16-0629 12 Ddf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 04/30/2020
Design Pressure: N/A Installation Instructions
other: Please see the Miami-Dade County Notice of FL243 R19 II 16-0629.12.Ddf
Acceptance (NOA)for product performance Information, Verified By: Miaml-Dade BCCO-CER
anchorage details, and anchor type,size, and spacing Created by Independent Third Party:
information. Evaluation Reports
Created by Independent Third Party:
243.14 PW-5540(Large Missile Impact) Vinyl Fixed Window used with Casement/Awning .
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL243 R19 C CAC 16-0714.19.Ddf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 09/24/2020
Design Pressure: N/A Installation Instructions
Other: Please see the Miami-Dade County Notice of FL243 R19 II 16-0714,19.Ddf
Acceptance (NOA)for product performance information, Verified By: Miami-Dade BCCO-CER
anchorage details, and anchor type,size, and spacing Created by Independent Third Party:
information. Evaluation Reports
Created by Independent Third Party:
I3acic r3ext -
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:
FiR EChcl: M
Credit Card
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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 DMSION T(786)315-2590 F(786)315-2599
NOTICE OF ACCEPTANCE (NOA) www.miamidade.Qov/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"PW-5520 Vinyl"PVC Fixed Window—L.M.I.
APPROVAL DOCUMENT: Drawing No. MD-5520.0 titled "Vinyl Fixed Window NOA (LM&SM)",
sheets 1 through 11 of 11,dated 09/09/14,with revision A dated 06/08/16,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: Large and Small Missile Impact Resistant
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 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 NOAH 14-0930.25 and consists of this page 1 and evidence pages E-1 and E-2,as well as
approval document mentioned above.
The submitted documentation was reviewed by Manuel Perez,P.E.
&MIAMMI
NOA No. 16-0629.12
•DAPE COUNTY Expiration Date: Apri130,2020
Approval Date: August 04,2016
'710 Page 1
PGT Industries,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
(Submitted under previous NDA No. 14-0930.25)
2. Drawing No. MD-5520.0 titled "Vinyl Fixed Window NOA (LM&SM)", sheets 1
through 11 of 11, dated 09/09/14, with revision A dated 06/08/16, prepared by
manufacturer, signed and sealed by Anthony Lynn Miller,P.E.
B. TESTS
1. Test reports on: 1)Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94
2)Large Missile Impact Test per FBC,TAS 201-94
3) Cyclic Wind Pressure Loading per FBC, TAS 203-94
along with marked-up drawings and installation diagram of a PVC sliding glass door,
a PVC fixed window and an aluminum sliding glass door, using: Kodispace 4SG TPS
spacer system,Duraseal® spacer system, Super Spacer®NXTTM spacer system and XL
EdgeTM spacer system at insulated glass,prepared by Fenestration Testing Laboratory,
Inc., Test Reports No. FTL-8717, FTL-8968 and FTL-8970, dated 11/16/15,
06/07/16 and 06/02/16 respectively, all signed and sealed by Idalmis Ortega,P.E.
2. Test reports on: 1)Air Infiltration Test,per FBC, TAS 202-94
2)Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94
3)Water Resistance Test,per FBC,TAS 202.94
4)Large Missile Impact Test per FBC,TAS 201-94
5) Cyclic Wind Pressure Loading per FBC,TAS 203-94
6)Forced Entry Test,per FBC 2411.3.2.1, and TAS 202-94
along with marked-up drawings and installation diagram of a PVC fixed window,
prepared by Fenestration Testing Laboratory,Inc., Test Report No. FTL-7897, dated
08/01/14, signed and sealed by Idalmis Ortega,P.E.
(Submitted under previous NOA No. 14-0930.25)
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC-5t'
Edition (2014), dated 09/18/14 and 04/07/15,prepared by manufacturer, signed and
sealed by Anthony Lynn Miller,P.E.
(Submitted tinder previous NOA No. 14-0930.25)
2. Glazing complies with ASTM E1300-09
D. QUALITY ASSURANCE
1. Miami Dade Department of Regulatory and Economic Resources (RER).
G�iLG
Manuel Pe .E.
Product Controlxam' er
NOA No-1 9.12
Expiration Date: April 30,2020
Approval Date: August 04,2016
E-l.
PGT Industries,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 13-0129.27 issued to E.I.DuPont DeNemours & Co.,Inc.
for their"DuPont Butacite®PVB Interlayer"dated 04/11/13,expiring on 12/11/16.
2. Notice of Acceptance No. 11-0624.02 issued to E.I.DuPont DeNemours & Co., Inc.
for their"DuPont SentryGlas®Interlayer"dated 08/25/11, expiring on 01/14/17.
3. Notice of Acceptance No. 12-1120.02 issued to Royal Window and Door Profiles,
Plant 13 for their"White Rigid PVC Exterior Extrusions for Windows and Doors"
dated 02/28/13, expiring on 02/28/18.
4. Notice of Acceptance No. 14-0529.13 issued to Royal Window and Door Profiles,
Plant 13 for their"Bronze and Lighter Shades of Cap Coated Rigid PVC Exterior
Extrusions for Windows and Doors"dated 04/16/15,expiring on 04/16/20.
5. Notice of Acceptance No. 14-0529.14 issued to Royal Window and Door Profiles,
Plant 13 for their"Performance Core Rigid PVC Exterior Extrusions for Windows
and Doors"dated 04/16/15, expiring on 04/16/20.
E. STATEMENTS
1. Statement letter of conformance, complying with FBC-2010 and FBC-51 Edition
(2014), dated September 27,2014,issued by manufacturer, signed and sealed by
Anthony Lynn Miller,P.E.
(Submitted under previous NOA No. 14-0930.25)
2. Statement letter of no financial interest, dated September 27, 2014, issued by
manufacturer, signed and sealed by Anthony Lynn Miller,P.E.
(Submitted underprevious NDA No. 14-0930.25)
3. Proposal issued by Product Control, dated 6/26/14, signed by Jaime Gascon,P.E.
Supervisor, Product Control Section.
(Submitted under previous NOA No. 14-0930.25)
4. Proposal No. 16-0125 issued by the Product Control Section, dated March 09, 2016,
signed by Ishaq Chanda, P.E.
G. OTHERS
1. Notice of Acceptance No. 14-0930.25, issued to PGT Industries,Inc.for their Series
"PW-5520 Vinyl"PVC Fixed Window—L.M.I:approved on 04/30/15 and expiring
on 04/30/20.
Manuel Perez,P
Product Control Exam ner
NOA No.16-0629. 2
Expiration Date: April 30,2020
Approval Date: August 04,2016
E-2
GENERAL NOTES;SERIES 5520 IMPACT RATING DESIGN PRESSURE RATING
IMPACT RESISTANT,VINYL FIXED WINDOW LARGE&SMALL MISSILE VARIES PER GLASS TYPE,SEE
IMPACT RESISTANT TABLES 4-13.SHEETS 6-10
1)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE
REQUIREMENTS OF THE FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY _ MAX.BUCK WIDTH SEE TABLES 4-13 _ MAX.BUCK WIDTH SEE TABLES 49
HURRICANE ZONE(HVHZ). (SHORT OR LONG SIDE) (SHORT OR LONG SIDE)
MAX.O.C.SEE 1.2:i MAX.
2)SHUTTERS ARE NOT REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS. B.SEE _ TABLES 413 ((�� 6'MAX. D,SEE_..* �I I-.— MAX.O.C.SEE TABLES 49
FOR INSULATED GLASS INSTALLATIONS ABOVE 30'IN THE HVHZ,THE OUTBOARD SHEET 3�- SHEET 4 I I _ _ PRODUCT
LITE(CAP)MUST TEMPERED. --• �eO"tMrs g wit ft6lcr&�
__
3)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE I^ Arc tnntt TJo t� ZD
COUNTY APPROVED MASONRY ANCHORS.MATERIALS USED FOR ANCHOR __ VISIBLE _ VISIBLE _- F_-.pitcti m Date
EVALUATIONS WERE SOUTHERN PINE.ASTM C9D CONCRETE MASONRY UNITS AND LIGHT WIDTH MAX.BUCK LIGHT WIDTH
�_�� �
_
CONCRETE WITH MIN.KSI PER ANCHOR TYPE HEIGHT,SEE
I _ TABLES 413 r ________
4)ALL WOOD BUCKS LESS THAN 1-112'THICK ARE TO BE CONSIDERED 1X (LONG OR I
INSTALLATIONS.1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO I / + SHORT SIDE) I % ' ;JR-05/05/16-ADDED SPACERS
SUBSTRATE.WOOD BUCKS DEPICTED AS ZX ARE 1-1/2"THICK OR GREATER.IX AND 2X i VISIBLE t VISIBLE KTO SHEET II.
BUCKS(WHEN USED)SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE A i / LIGHT A,SEE C I LIGHT C,SEE n
STRUCTURE.WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE HEIGHT SHEET 3 HEIGHT SHEET 4 '
ENGINEER.(EOR)OR ARCHITECT OF RECORD,(AOR). I „t
i MAX.BUCK 1,
5)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR HEIGHT,SEE rc
STUCCO.USE ANCHORS OF SUFFICIENT LENGTH TO ACHIEVE EMBEDMENT. I TABLES 49
INSTALLATION ANCHORS SHOULD BE SEALED.OVERALL SEALING/FLASHING MAX.O.C. I (LONG OR Y Q
STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS SEE TABLES I SHORT SIDE) UJ !n -ia�
AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. 4-13 MAX.O.C. I
_ SEE I �, 9
6)MAX.114"SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT TABLES °' U)
IS NOT FLUSH TO THE SUBSTRATE.USE SHIMS CAPABLE OF TRANSFERRING APPLIED ,� 49 `"'` >.N N to alb' K
to
LOADS.WOOD BUCKS,BY OTHERS,MUST BE SUFFICIENTLY ANCHORED TO RESIST B 6'MAX -•••� �- D -- 125'MMX. -•^•I OLA. 't -� to
LOADS IMPOSED ON THEM BY THE WINDOW.
7)DESIGN PRESSURES: TYP.EQUAL-LEG/BOX& TYP.INTEGRAL FIN&J-CHANNEL z U ,N . „p M
A NEGATIVE DESIGN LOADS BASED ON STRUCTURAL/CYCLE TEST PRESSURE,FRAME FLANGE FRAME(90-CORNERS) FRAME(90°CORNERS) (5U
co
ANALYSIS AND GLASS PER ASTM E1300. .(ANCHORED THROUGH NAIL FIN. 1 25'MAX. F Z m O `r !"AlaB.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE,STRUCTURAL/CYCLE
TEST PRESSURE,FRAME ANALYSIS AND GLASS PER ASTM E1300. 6"MAX. -+I (�- o 00 _j O
8)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE 1 Z d Z LL
WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE.THE 33-1/3% 6"h1AX Q
MAX.
STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT.THE 1.6 MAX p O.C. Z J O
LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD. MAX.O.C.SEE�• IL
ANCHORS THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET SEE TABLES I TABLES 4.9 / SEE ® m O � ,Days
yL TABLES
THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. `\�413 49 Z W
\ TT F
9)METAL SUBSTRATE TO MEET MIN.STRENGTH AND THICKNESS REQUIREMENTS PER MAX.O.C. T =F 8 Z
CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY THE AIfTHORftt HAVING / VISIBLE SEE 4 TABLES /13 VISIBLE I ¢ W z at"S
JURISDICTION. L(GHT LL X d' o
LIGHT HEIGHT O LL N
to
10)REFERENCES:TEST REPORTS FTL-7897;ELCO ULTRACON NOA,ELCO CRETEFLEX HEIGHT MAX.BUCK to -1 W in
NOA;ELCO AGGRE-GATOR NOA:ROYAL WINDOW AND DOOR PROFILES,LTD WHITE& / MAX,BUCK HEIGHT,SEE U Z W
BRONZFJLIGHTER SHADES OF CAP COATED PVC EXTRUSION NOA'S;NATIONAL DESIGN
HEIGHT,SEE TABLES
SPECIFICATION FOR WOOD CONSTRUCTION,ANSI/AF&PA NDS&ALUMINUM DESIGN / R j (9 O-
MANUAL `/ / (OVIS NO OR VISIBLE SHORT TABLES 4SI E) a1;0 ossa sagas
LIGHTWIDTH SHORT SIDE) LIGHT WIDTH �`�O Y LY 1"
11)"PVW=.090'SUTACITEG PVR BY KURARAY AMERICA INC. �� /f
"SG'=.090'SENTRYGLASO INTERLAYER BY KURARAY AMERICA,INC. ( I �� ?'•LICEN• �� �%
6"MAX ___..._ I �. ` Q�: 3F •.(��
GENERAL NOTES.........................1 VISIBLE LIGHT FORMULAS
ELEVATIONS.................................143/16' MAX. 25' -� �•�— MAX.O.C.SEE TABLES 4AX
9 �-- 1.25"M . =7k.1 No•5870,5
FRAME,GLASS 8 ANCHOR WIDTH:BUCK WIDTH- I 6"MAX.
OPTIONS..........................2 HEIGHT:BUCK HEIGHT-43116" �~ ' MAX
SEE TABLES 413 b
INSTALLATION,FLANGE& MAX,BUCK WIDTH SEE TABLES 413 ? _ MAX.BUCK WIDTH SEE TABLES 4-9 ��J ; ,• `
EQUAL LEG...................... 3 STANDARDS USED: L t• (SHORT OR LONG SIDE) Q••, (V
..., (SHORT OR LONG SIDE)
INSTALLATION,INTEGRAL FIN 8 I.-AISI-S100-07/S2-2010
2014 FLORIDA BUILDING CODE(FBC),5TH EDITION TYP.INTEGRAL FIN& %� ��
TYP.EQUAL-LEG/BOX&
J•CHANNEL_..............._.......4 ASTM E1300-09 J_CHANNEL FRAME(CURVED OR
GLAZING DETAILS.......................5 ANSUAF&PA NDS-2012 FOR WOOD CONSTRUCTION FLANGE FRAME(CURVED
DESIGN PRESSURES...................6.10
-ALUMINUM DESIGN MANUAL,AOM-2010 OR ANGLED CORNERS) ANGLED CORNERSj. //fill
BOM&ASSEMBLY.._...................11 (ANCHORED THROUGH NAIL FIN)
A.LYNN MILLER,P.E.
P.E.k 58705
TABLE 1:
Glass Teecrtpon #
ehle WINDOW FRAMES MAYBE ANY OF THOSE SHOWN BELOW.
0
D
Type
7 718"Laminated I.G.:1/8"A Exterior Cap+7/16"Air Space+5/16'Laminated;(2)Lites of 1/8"A Glass with.09D"PVB Interlayer 4 "A"=ANNEALED
6 7/8"Laminated I.G.:118"T Exterior Cap+7/16"Air Space+5116"Laminated;(2)Liles of 118"A Glass Wlth.090"PVB Interlayer 5 "H"=HEAT STRENGTHENED
97/8"Laminated I.G.:3/16"A Exterior Cap+318"Air Space+5116"Laminatetl;(2)Liles of 1f8'A Glass with.090"PVB Intedayer 6 "T"=TEMPERED
"PVB'_.090'PVB INTERLAYER BOX OR
10 7/e'Laminated I.G.:3/16"T Exterior Cap+318'Air Space+5116"Laminated;(2)Liles of 1/8'A Glass with.D90"PVB Interlayer 6 "SG'=.080"SENTRYGLAS
11 1'Laminated I.G.:1!8"T Exterior Cap+7116"Air Space+7/16"Laminated;(2)Liles of 3116°A Glass with.090"PVB Interlayer 7 INTERLAYER EQUAL Lp FLANGE LEG
12 1"Laminated I.G.:3116"A Exterior Cap+318"Air Space+7/16"laminated;(2)Liles of 3/16"A Glass with.090°PVB Interlayer B13 1"Laminated I.G.:3116"T Exterior Cap+3/B"Air Space+7/16"Laminated;(2)Liles of 3/16^A Glass with.090"PVB Interlayer 9
14 1'Laminated I.G.:3/16"A Exterior Cap+3/8"Air Space+7/16"Laminated;(2)Liles of 3/16"A Glass With.090"SG Intedayer 10
15 1'Laminated I.G.:3116"T Exterior Cap+3/8"Air Space+7/16"Laminated;(2)Liles of 316'A Glass with.090"SG Intedayer 11 rG TYPES14 THROUGH
16 1"Laminated I.G.:116'T Exterior Cap+7/16"Air Space+7/16"Laminated;(2)Liles of 3116°H Glass with.090"SG Interlayer 12 Y NOT BE USED WITH
NNEL OR INTEGRAL
17 V Laminated I.G.:3116'T Exterior Cap+318"Air Space+7/16°Laminated;(2)Liles of 3116"H Glass with.090"SG Interlayer 13 AMES.
TABLE 2:ANCHORS INSTALLED THROUGHFRAME
MIA,Edge Min. 'MIN.OF 3 THREADS
Group Anchor Substrata BEYONDTHEMETAL I 01
Distance Embedment' SUBSTRATE.FOR
P.T.SOulhem Pine(SG=0.55) STEEL STUDS,MIN J-CHANNEL �Q INTEGRAL
O(�
Fu 45 K51.
#10 SMS
steel, 9 S.S. Steel,A38• 318" 0.050"
( 18Steel Stud,A653 Or.SW 318 0.0451'(18 Ga.) 'UNGROUTED CMU'
or 410 S.S.) VALUES MAYBE
A Aluminum,6063-TS" 318" 0.0513" USED FOR GROUTED
P.T.Southern Pine(SG=0.55) 7116" 1.318" CMU APPLICATIONS, Oe� o
3/16"steel Ultracon Concrete(min.2.85 kat) 1" 1-318"
Ungrouted CMU,(ASTM C 90) 2-112" 1-1/4"
SMS P.T.Southern Pine(SG=0.55) 9116" 1318"
#12
B (steel, SM S.S. Steel,A36' 318" 0.050"
Or 410 S.S.) Steel Stud,A653 Or.33• 318' 0.0451'(18 Ga.) ALL ARCHITECTURAL WINDOW SHAPES QUALIFIED,COMMON EXAMPLES SHOWN.INSCRIBE THE SHAPE IN A BLOCK(SEE EXAMPLES
Aluminum,6063-T5' 318" 0.063" BELOW),AND OBTAIN DESIGN PRESSURES FOR THAT BLOCK SIZE FROM DESIGN PRESSURE TABLES 4-13,SHEETS 6-10.
114"steel Ultracon Concrete(min.2.85 ksl) i' 1314" LONG LONG LONG SHORT
C Ungrouted CMU,(ASTM C-90) 2-112" 1-1/4" TImo- SIDE___--i )�--SIDE-�1 i• SIDE _ -j SIDE
114"steel CreteBex Concrete(chin.3.35 ksi) 1" 1314 T i i (- - T T r- -
1/4"steel Ultracon P.T.Southem Pine 1-318' �w i
Ling routed CMU,(ASTM C 90} 2-112" °xN G �y =m j
1/4"steel CreteBex w u
P.T.Southem Pine(SG=0.55) 1' 1318" i I a
D 114"steel P.T.Southern Pine(SG=0.55) 1" 1-318" 1 L y PRODLCT REVISED .,
A e Gator Grouted CMU,(ASTM C-�) 2" 2" LONG LONG LONG LONG LONG 0 � as Ccmpiying wi".Flaci!'a
9gr I-- SIDE { l"" SIDE SIDE --i F-- S1DE --i SIDE ---I Z r Bwtdmg Cate t� I
114"steel Ultracon Concrete(min.2.85 ksi) 2-112" 1-3/4" 7 r--- } - - f�-- T r- - 7 r , A-pt-No 2
T I T T p noun trat4r. , Z0
114"steel CreteBex Concrete min.3.35 ksi 2-1/21314" �j1/4'steelAggreGator Concrete(min.3.275 ksi) 1-1/2' 1-3/8" N� � =w f% =Nr 3mi si P
TABLE 3:ANCHORS INSTALLED THROUGH INTEGRAL FIN I I 1 1 L- -J 1 L J -
Group Anchor Substrate Min.Edge Min.
Distance Embodmenr
E 2-112°x.131"Common Neil P.T.Southern Pine(SG=.55) 318' 2-7/16'
2-1/2"Ring-shank Roofing Nall P.T.Southern Pine(SG-.55) 318' 2-7118"
P.T.Southern Pine(SG=.55) 1/2' 1318 VINYL FIXED WINDOW NOA(LM&SM) .2919114
#10 Trusshead SMS
(steel,189 S.S. Aluminum,6083-T5• 318' ,0.050°
Steel StudGr.33' 318" 0.0451'(1B Ga.) GLASS/ANCHORS/FRAME OPTIONS m J ROSOWSKI
or 410 S.S.) , . >, '•:`:.
F Steel,A36' 316' 0,050" ®P.T.Southam Pine(SG=.55) 9118 1-318 •MIN.OF 3 THREADS CERT.OF AUTH.#29296 a _
#12 SMS
Aluminum,6063-T5' 318' 0.063" BEYOND THE METAL ,
1D70TECHNOLOGY DRIVE
(steel,1895.S. Steel Stud,Or.33' 318" 0,050" SUBSTRATE.FOR a •'
Of 410 S.S.) STEEL STUDS,MIN N.VENICE,FL 34275 d c > A.LYNN MILLER,P.E.
Steel,A3e• 3/8' 0.13513" Fu=45 KSI. (941)-480-1600 N PW-5520 NTS 2 OF 11 oz MD-5520.0 a x Al p,E,{{597e5
INSTALLATION DETAILS FOR FLANGE&EQUAL-LEG/BOX FRAMES INSTALLATION OPTION 2 INSTALLATION OPTION 3
ANCHORED THROUGH FRAME ANCHORED THROUGH FRAME AND IX
INSTALLATION DIRECTLY INTO CONCRETE/CMU. BUCKSTRIP INTO CONCRETE/CMU.
OPTION 1 EMBEDMENT SEE NOTE 2,THIS SHEET. MBEDMENT
ANCHOREDTHROUGH
FRAME INTO 2X WOOD - _I- EDGE DISTANCE ; _ �.� 114•MAX• _ "MAX
FRAME OR BUCKSTRIP,
SEE NOTE 2,THIS SHEET. EDGE EDGE
DISTANCE
EMBEDMENT
FLANGE 1 "- DISTANCE 5
Am
FRAME - 1
SHOWN
° L --L1/4"MAX. TYMENT AND TYPE, 1"THICK I.G. \� MBEDMENTAND TYPE,TYP.ANCHOR
EDGE EMBEDMENT AND EDGE
SHIM DISTANCE PFR / - SUBSTRATE,SEE
CE PER
TYP.ANCHOR TYPE, SUBSTRATE, )
EMBEDMENT AND SEE TABLE 2,SHEET 2. , TABLE 2,SHEET 2.
6 O � EDGE DISTANCE PER — o
i g\} SUBSTRATE,SEE ,d
TABLE2,SHEET 2. �-1D_ �7/8'THICK I.G. D
FLANGE EXTERIOR VISIBLE LIGHT WIDTH 71
EQUAL-
FRAME _ ���...JJJ
SHOWN I LEGI80X
7/8"THICK I.G. NOTES: BUCK WIDTH FRAME
All 1)USE ONLY SUBSTRATE-APPROPRIATE ANCHORS SHOWN
LISTED ON TABLE 2,SHEET 2,FOLLOW EMBEDMENT HORIZONTAL SECTION A-A
AND EDGE DISTANCE LIMITS.ANY INSTALLATION
OPTION SHOWN MAY BE USED ON ANY SIDE OF THE
WINDOW.
DADE APPROVED MULLION,FBC COMPLIANT ALUMINUMISTEEL FRAMING OR STEEL STUD.
c 2)MASONRY ANCHORS MAY BE USED INTO WOOD AS MAY BE VERTICAL OR HORIZONTAL.SEE SUBSTRATE PROPERTIES TABLE 3,SHEET 2.
PER TABLE 2,SHEET 2.ALL WOOD BUCKS LESS THAN
BUCK VISIBLE I` 1.1/2"THICK ARE TO BE CONSIDERED IX 1140 MAX•
LIGHTINSTALLATIONS.IX WOOD BUCKS ARE OPTIONAL IF SHIM
HEIGHT HEIGHT #10 OR#12 STEEL —�-{ — 114"MAX.SHIM
UNIT IS INSTALLED DIRECTLY TO SUBSTRATE.WOOD SMS(G5),SEE •-
' BUCKS DEPICTED AS 2XARE 1-12'THICKOR TABLE 2,SHEET 2.�
GREATER 1X AND 2X BUCKS(WHEN USED)SHALL BE N,
DESIGNED TO PROPERLY TRANSFER LOADS TO THE �\
STRUCTURE.WOOD BUCK DESIGN AND
INSTALLATION IS THE RESPONSIBILITY OF THE
ENGINEER OR ARCHITECT OF RECORD, 4
3)VISIBLE LIGHT WIDTH OR HEIGHT(ALSO REFERRED
TO AS DAYLIGHT OPENING)IS MEASURED FROM
`-1"THICK I.G. BEADING TO BEADING. FLANGE EQUAL 11RODLICI'REVISED
i FRAME LEG BOX as complying with ft Fk rlda
SHOWN ca FRAME o Bwlduhg Curio 1�0.00La•l'Z
SHOWN A—
mt.
proate No -
TYP.ANCHORTYPE, �O - EXTERIOR p E gi �rea'.0104
EXTERIOR EMBEDMENTAND
(+`�� EDGE DISTANCE PER R uyt.
SUBSTRATE,SEE INSTALLATION V INSTALLATION
EQUAL- I TABLE 2,SHEET 2. OPTION 4 OPTION 4
LEG/BCX ANCHORED THROUGH ANCHOREDTHROUGH •"'
FRAME 114"MAX.SHIM FRAME INTO METAL FRAME INTO METAL
SHOWN
VINYL FIXED WINDOW NOA(LM&SM) 8 919114
EMBEDMENT
VISIBLE LIGHT FORMULAS q FLANGE&EQUAL-LEG/BOX FRAMES s J ROSOWSKI6f
INSTALLATION
WIDTH:BUCK WIDTH-4-3/16'
OPTION HEIGHT:BUCK HEIGHT-4.3/16' CERT,OF RUTH.#28298
ANCHORED THROUGH EDGE DISTANCE N •'• '
FRAME DIRECTLY INTO 1070 TECHNOLOGY DRIVE a •:,
CONCRErEICMU. VERTICAL SECTION B-B N.VENICE,FL 34275 h
PW-5520 NTS 3 OF 11 z MD-5520.0 z A A.LYNN h11LLER,P.E.
(941)-480-1600 P,E#58705
INSTALLATION DETAILS FOR INTEGRAL FIN&J-CHANNEL FRAMES INSTALLATION INSTALLATION
OPTION 6 OPTION 5 114"MAX.SHIM
1!4"MAX.SHIM ANCHOREDTHROUGH ANCHORED THROUGH INTEGRAL FIN
INSTALLATION OPTION 5 EMBEDMENT — FRAME INTO 2X WOOD INTO 2X WOOD FRAME OR BUCKSTRIP. I�— EDGE DISTANCE
ANCHORED THROUGH -I— o FRAME OR BUCKSTRIP.SEE SEE NOTE 2,THIS SHEET.
INTEGRAL FIN INTO 2X WOOD ► EMBEDMENT Q I NOTE 2,THIS SHEET,
FRAME OR BUCKSTRIP.SEE
NOTE 2,THIS SHEET. EDGE
.... - EDGE DISTANCE DISTANCE
J-CHANNEL
FRAME
SHOWN D
_r.-- EMBEDMENT
❑ ._..............r.. .. } �Q 1"THICKLG.—�,\
� 1f4'MAX.SHIM TYP.ANCHOR TYPE, 1 _ -
„� EMBEDMENTND
TYP.ANCHOR TYPE, EDGE DISTANCE PER I I� -
EMBEDMENT AND EDGE SUB------ ,SEE
B ------
DISTANCE PER SUBSTRATE. TABLE 2,SHEET 2. INTEGRAL TYP,ANCHOR TYPE,
SEE TABLE 3,SHEET 2, (SCREW SHOWN) EMBEDMENT AND EDGE
�� (NAIL SHOWN) C=�D�=1 `—718"THICK I.G. p F FRAME DISTANCE PER SUBSTRATE,
SHOWN SEE TABLE 3,SHEET 2.
J-CHANNEL EXTERIOR VISIBLE LIGHT WIDTH 7 (NAIL SHOWN)
FRAME �I
7/8*THICK I.G. NOTES: SHOWN V
BUCK WIDTH
1)USE ONLY SUBSTRATE-APPROPRIATE HORIZONTAL SECTION C-C
ANCHORS LISTED ON TABLES 2&3,SHEET 2.
FOLLOW EMBEDMENT AND EDGE DISTANCE
LIMITS.ANY INSTALLATION OPTION SHOWN MAY DADE APPROVED MULLION,FBC COMPLIANT ALUMINUMlSTEEL FRAMING OR STEEL STUD.
BE USED ON ANY SIDE OF THE WINDOW. MAY BE VERTICAL OR HORIZONTAL.SEE SUBSTRATE PROPERTIES.TABLES 2&3 SHEET 2.
2)MASONRY ANCHORS MAY BE USED INTO WOOD
AS PER TABLE 2,SHEET 2.ALL WOOD BUCKS LESS %
BUCK VISIBLE THAN 1-112'THICK ARE TO BE CONSIDERED 1X _-
LIGHT INSTALLATIONS.IX WOOD BUCKS ARE OPTIONAL
HEIGHT IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. 714"MAX.SHIM #100R#12 STEEL SHIM HEIGHT .
WOOD BUCKS DEPICTED AS 2X ARE 1.1l2'THICK SATS(G5),SEE SHIM
OR GREATER.IX AND 2X BUCKS(WHEN USED) ^ TABLES 2&3, '
SHALL BE DESIGNED TO PROPERLY TRANSFER L_' SHEET 2.
LOADS TO THE STRUCTURE,WOOD BUCK DESIGN
AND INSTALLATION IS THE RESPONSIBILITY OF
THE ENGINEER OR ARCHITECT OF RECORD. /
3)VISIBLE LIGHT WIDTH OR HEIGHT(ALSO
�-1'THICK I,G. REFERRED TO AS DAYLIGHT OPENING)IS
MEASURED FROM BEADING TO BEADING. cN PRODUCT REVISED
FIN AND/ORP PRODUCT
with Sti F2icida
FLANGE MAYBE lluildmR 2 to
REMOVED IN-FIELD Aa pmuNf t�Dfo
INTEGRALFIN EXTERIOR L . S i Dam
( TYP.ANCHOR TYPE,EMBEDMENT FRAME SHOWN 0 _ _I D By
EXTERIOR /3 01 AND EDGE DISTANCE PER Mia+i''Dn c PmdiKl
SUBSTRATE,SEE TABLE 3,SHEEP 2.
INTEGRAL U (SCREW SHOWN) INSTALLATION OPTION 7 INSTALLATION OPTION S
FIN INSTALLATION THROUGH THE INTEGRAL FIN, INSTALLATION THROUGH THE FRAME,
_114"MAX
FRAME INTO METAL,SEE TABLE 3.SHEET 2. INTO METAL,SEE TABLE 2,SHEET 2.
SHOWN SHIM
._......................
❑ ... o
INSTALLATION
---•- --- --- EDGE ? VINYL FIXED WINDOW NOA(LM&SM) 919114 '
OPTION 5 DISTANCE
ANCHOREDTHROUGH .:.. ? " J-CHANNEL&INTEGRAL FIN FRAMES 'w J ROSOWSKI
INTEGRAL FIN INTO 2X - I o O b �6 •'� i
WOOD FRAME OR '-- "'--"' VISIBLE LIGHT FORMULAS
BUCKSTRIP.SEE NOTE 2, WIDTH:BUCK WIDTH-4.3116'
THIS SHEET. I-+--- i— EMBEDMENT HEIGHT:BUCK HEIGHT-4.3116" CERT.OF AUTH.N28298 ,
N
1070 TECHNOLOGY DRIVE a
VERTICAL SECTION D-D N.VENICE,FL 34275
PW-5520 NTS < 40F11 fix° MD-5520.0 A ALYNNMILLER,PE
(941)-480-1600 n y P.El 58705
-� 718"NOM. �+- -� 7/8"NO -� 7/8•NOM. 7/8'NOM.
5/16"A/A PV8 I 5116"A/A PVB \ 5116"AIA PV8 5/16"A/A PVB ------
7/16"AIR SPACE 7/16"AIR SPACE 3/8"AIR SPACE 3/8"AIR SPACE PRODUCT REVISED
umiplying with Os Flarldn
118"A GLASS--\ 1/8"T GLASS 3/16"A GLASS 3/16"T GLASS \ L.il]Lig Coda
EXTERIOR EXTERIOR <3EXTERIOR <D EXTERIOR
\yElim+ion Date r
/ Y
80.83 80-83 BO-83 80.83 N.; n udc ProSuci G tr
GLASS TYPE 7 GLASS TYPE 8 GLASS TYPE 9 GLASS TYPE 10
N
2
2
1'NOM. -�•� I•r- VN M. -�-I Imo- 1"N M. Imo- VN M.
I I Y
A- _ ?
TO •nxy
7/16"AIA PV8 7/16"A/A PVB 7/16"A/A PVB - 7/16"A/A SG a'
O rn O- o
7/16"AIR SPACE 3/8"AIR SPACE 3/8"AIR SPACE 3/8"AIRSPACE �� N a+w� C N
1/8"T GLASS—� 3/16"A GLASS-\ 3/16"T GLASS--\ 3/16"A GLASS O M 9
a EXTERIOR G�EXTERIOR y EXTERIOR G]EXTERIOR L Z Lj N LL co
e,�o,U
UU XN o
BO.83 \ 180.83 80�-• 8D-83 �� IW-W m o Q MIG
GLASS TYPE 11 GLASS TYPE 12 GLASS TYPE 13 GLASS TYPE 14 z a zz Q
z
O O
® H Z Q Ln
Imo- 1•NOM. -� 1'NOM. �-{ �•�- 1°NOM. �•{ x '? z
I _ a w oa�
F, s
7116"A/A SG 7/16"H1H SG 7/16"H/H SG EXTERIOR O IX-i Z
Lo
to
3/8"AIR SPACE -- \ 7116"AIR SPACE 3/8"AIR SPACE
12•NOM.GLASS D Z d
3116'T GLASS 118"T GLASS 3/16"T GLASS Bo! I 74 BITE TYP. 5
a EXTERIOR EXTERIOR a EXTERIOR ally •asap saves
7
60-83 80-83 IN
80-83 .`,.t, ..• ':i.
GLASS TYPE 15 GLASS TYPE 16 GLASS TYPE 17 78
-
`
GLAZING NOTES: 'GLASS TYPES 14 THROUGH
'A'=ANNEALED 17 MAY NOT BE USED WITH
'H'=HEAT STRENGTHENED J-CHANNEL OR INTEGRAL TYP.GLAZING DETAIL
'T"=TEMPERED •FIN FRAMES .
*PVB"'.09v PVB
'SG'_.090"SENTRYGLAS A.LYNN MILLER,P.E.
P.EJI 68700
TABLE 4:
Window Design Pressure,(+/-psf) Llse this isle
for Glass 7
118"A Cap-Airspace-5/16"AJA with PVB Type
Window Long Side(in) TABLE DIMENSIONS MAYBE
Dimensions 51.05 51 56 58 62 64 68 72 _ 76 80 84 87 ORIENTED VERTICALLY OR
18 +1.50 +1-50 +1.50 +1.50 +/-50 +/-5D +1-50 +1-50 +1-50 +1.60 +/50 +/-50 HORIZONTALLY AS SHOWN.
20 +150 +150 +/•50 +1.50 +/•50 +150 +1.50 +/-50 +1-50 +/-50 +/•50 +/-50 LONG pRODUCTRVVISaUD
SIDE as.ompiyingW; 6h - Rxift
22 +/-50 +1-50 +1-60 +1-50 +/50 +150 +1.50 +/•50 +/•60 +/-50 +1-50 +/-50 LONG SIDE Ll-
SHORT
Building CO&
24 +150 +1-60 +/-50 +/-50 +/50 +f-50 +/-50 +/-50 +1.50 +/-5D +/S0 +/-50 hacYDate26 +l•50 +i-60 +/•50 +l30 +/-50 +/-50 +/50 +ISO +/SO +/SO +/SO +/-50
28 +1.50 +150 +!-5D +/S0 +/-50 +f-50 +/SO +JSO +ISO +/-50 +ISO +/•50 SIDE -
Ra,ni Oed=Ptntluei' .
30 +/-50 +ISO +1-60 +150 +/-50 +1.50 +130 +/SO +150 +/SO +1•50 SHORT
m 32 +/-60 +/-50 +1-50 +f-50 +/-50 +1-50 41-50 +I50 +/5SIDE
0 +/•50 e
v_
rn 34 +/50 +1-50 +/-50 +/50 +/-50 +1.50 +/-50 +/SO +/SO e
c 36 +150 +150 +l50 +150 +/-50 +1.50 +!•60 t150 �-- LONG SIDE
a
38 +/-50 +/50 +ISO +150 +1-60 +1-50 +lSO
40 +/-50 +150 +150 +/50 +/-50 +/-50
92 +/5D +130 +/-60 +130 +/-50 MAX.D.C.SPACING IF ANCHORING MAX.O.C.SPACING I F ANCHORING SHORT Ll LONG
THROUGH THE FRAME PER SHEETS 3&4 THROUGH THE INTEGRAL FIN PER SHEET4 SIDE P SIDE
44 +130 +/-60 +150 +1-60 uJ `L Q
APPLIES TO A,B,COR DAN[HOi15 APPUES TO EOR FANCHORS b
(SEE TABLE 2) (SEETABLE 3)
48 +/30 +l30 15" a" uOj 4
51.05 +/-50 N "7"G Q N
_J SHORT O COr t � to
-I SIDE 0 O>-j O -7,1-
z
7D Z U- '0 LL to umn,!1
TABLES: W U X T W
Window Design Pressure,(+/_psfl usetntsrznle w on O -T nra
rot G ass
118"TCep-Airspace-5/16"A/A with PVB Type: $ O Z d Z -j Q
Window Long Side pn) O ui O
Dimensions 60.926 64 66 68 70 74 77 80 84 87 92 97 99 Z ra to
32 +/50 +150 +1-so +/-50 +/50 +1-50 +/•50 +/30 +ISO +/-50 +150 +/SO +/SO
18, O W ;--vs
34 +/SO +1-50 +150 +f-50 +/SO +1-50 +1-60 +/SO +/30 +1.50 +150 +1.47.3 +/-4S.7 - ® 5,'+ 0 Of
Z
36 W-60 +1.60 +1-60 +/-50 +1.60 +/-50 +/•50 +/-60 +150 +/-50 +1-47.6 +145.4 +1-44.6 U)
38 +/30 +/30 tl-50 +/30 +/50 +/-50 +/-50 +150 +1.50 +149.1 +1.46.1 +1-03.9 Q Z
40 +/5D +130 +150 +1•50 +/30 +/-50 +/-50 +/SO +1.50 +/-48.2 +/-05.1 ¢ X a v1ES
O LL Z N
42 +150 +/-50 -t/-50 +/•60 +1-50 +l-00 +/•50 +1.60 +l-09.8 +l-47.4 �
44 +150 +150 +fSO +150 +150 0-50 +1-50 +/50 +/•48.9 w Z uJ
U
to 46 +/50 +/30 +150 +/-50 +J-60 +/-50 +ISO +/99.9 D
t 48 +130 +150 +/30 +150 +150 +/•60 +/SO all/_ -nsa0 saua5
50 +150 +/30 +/-60 +1.60 +lSO +/-50
52 +130 +1-60 +1•50 +/-5D +150 MAX.O.C.SPACING IF ANCHORING MAX.O.C.SPACING IF ANCHORING •
64 +l50 +/-50 +!•50 +f50 THROUGH THE FRAME PER SHEETS 3&4 THROUGH THE INTEGRALFIN PER SHEEr4 NOTES: '
fib +l50 +150 +/50 APPLIES TO A,B,C OR D ANCHORS APPLIES TO E OR F ANCHORS 1)BUCK DIMENSIONS SHOWN.
56 +l50 +1-50 (SEE TABLE 2) (SEE TABLE 3)
60.926 +150 15" 3.5-FOR E ANCHORS.4-FOR F ANCHORS 2)FOR SIZES NOT SHOWN,ROUND UPTOTHE ..
NEXT AVAILABLE SHORT OR LONG DIMENSION.
3)FOR ARCHITECTURAL WINDOWS(SEE SHEET 2),
FIND THE SMALLEST SQUARE WINDOW SIZE IN
THE TABLE(S)ABOVE WHICH THE ARCHITECTURAL
WINDOWWILL COMPLETELY FITWITHIN. -
A.LYNN MILLER,PE.
P.ES/50705
TABLE 6:
Window Design Pressure,(+/"psi] Usems table
3/16"A Ca -Airspace-5/15'AIA with PVB ra Dass 9&10&10
3116"TCa -Airs ace-5/16"A/A with PVB Types:
TABLE DIMENSIONS MAYBE
Window Long Side On) ORIENTED VERTICALLY OR
Dimensions 60.926 B4 66 68 70 74 77 80 84 87 92 97 99 HORIZONTAL LY AS SHOWN.
32 +/50 +/-50 +/-60 +1.50 +l-50 +/-50 +150 +/-50 +/-50 +1-50 +1.50 +1.50 +/50 LONG PRODUCCREVISED
34 +1.60 4150 +/-50 +/-60 +/-60 +1•50 +/S0 +/-50 +1-50 +/•50 +1-50 +1.50 +/-50 SIDE s ecmPl'rn& me�FTori;a
I+---- LONG SIDE — a9�I�bL��
36 +1.60 41-50 +1•50 +/-50 +/•50 +/-50 +150 +/•50 +/-50 +/-50 +/-50 +1.50 (+f-50 / I A=Mmm No lip O �I
1 Expirwkm Dam r
38 +/50 +150 +150 +ISO +/-SD +l-50 +150 +/•50 +1-50 +/-50 +/-50 +/•50
40 +150 +1.50 +150 +1-50 +/-50 +/•EO +150 +/50 +/-50 +1.50 +/-60
SHORT Mi
SIDE y ai eProdaOt�
6
42 +150 +/-50 +150 +1-50 +1-50 +1-50 +150 +1-50 +1.50 +1-50 L SHORT
44 +/50 +/50 +150 i/50 +/-50 +/-50 +/50 +/-50 +/-50 SIDE a
in 46 +150 +1-50 +1-60 +1-50 +/-50 +/-50 +/50 +/-50 p
48 +/50 +(-50 +/-60 d50 +/-60 +/•50 +/50 ;
LONG s DE
50 +/-50 +150 +/-60 +1.50 +/-60 +1-50 �— —�
MAX.O.C.SPACING IF ANCHORING MAX.D.C.SPACING IF ANCHORING
52 +150 +150. +/-50 +/-50 +/-50
THROUGH THE FRAME PER SHEETS$4 THROUGH THE INTEGRAL FIN PER SHEET SHORT
54 +/5D +1-50 +/-50 +150 � LONG
APPLIES TO A,B,C OR DANCHORS APPLIES TO E OR F ANCHORS SIDE SIDE
56 +150 +150 +l-50 Y
(SEE TABLE 2) (SEETABLE 3) � E_
68 +/50 +1-50 35 3.S-FOR EANCHORS,4"FOR FANCHORS K O)
60.926 +150 o °r o
C9N n ola0 O N
SHORT I _ O v
TABLE 7: ~-I SIDE I-'— Z LL '4 LL ur
0 ,1�0
Window Design Pressure,(+/-psQ UsaUtis leas vi
for Glass 11 U_U X on d g^
118"TCap-Airspace-7/16"AIA with PVB TYPa. I--Z CO O C0
Window Long Side(In) j Y g
Dimensions 60.926 64 66 68 70 74 77 80 84 87 92 97 99 O O d O]
�z az
32 +/-70 +/-70 +1-70 - +/-70 +!-70 +/-70 +/-70 41-70 +1-70 +/-70 +1-70 +170 +r-70 v o co
W o
34 4/70 +1-70 +170 +170 +1-70 +/-70 +170 +/-70 +/70 +1-70 +170 +/70 +1.70 z ¢ r,
36 4/-70 +/-70 +/-70 +/-70 +/-70 +1-70 +1-70 +/70 +I-70 +170 +170 +170 +1-70 � ~
O W 7»W4
0 Df
38 +1-70 +/-70 +/-70 +1-70 +1-70 +1-70 +1-70 +/-70 +/-70 -+1-70 +/-70 +1.70 ® in
N Z
F-
40 +1-70 +1-70 +/-70 i/-70 +/-70 +!•70 +/-70 +1•70 +/-70 +/-70 +1-70 FF 3 cf)co z
42 41-70 +1-70 +1-70 +1-70 +1-70 +/-70 +/-70 +1.70 +1-70 4/-70 Q W Lu ".�25
v44 41-70 +1-70 +I.70 +1-70 +/•70 +/-70 +/-70 +1-70 +1-70 - p X a. p
ur 46 +/-70 +1-70 +1-70 +1-70 +1-70 +1.70 +1-70 +1-70 U3
48 +1.70 +1-70 +1.70 +l-70 +1-70 +1-70 +1-70 Z
U) 50 +!70 +l-70 +!•70 +1.70 +/-70 +!•70
62 i/-70 41-70 +1-70 +/-70 +l-70 MAX.O.C.SPACING IF ANCHORING 1610.0.C.SPACINGIFANCHORING aAU -nsan se1�aS
54 +/-70 +/-70 +1.70 +/-70 THROUGH THE FRAME PER SHEETS 3$4 THROUGH THE INTEGRAL FIN PER SHEET4
56 +/-70 +l-70 +/-70 APPUESTO%CORDANCHORS APPLIES TO F ANCHORS
58 +1-70 4l-7D (SEE TABLE 2) (SEETABLE 3) NOTES:
355" 4- 1)BUCK DIMENSIONS SHOWN.
60.926 +/-70
2)FOR SIZES NOT SHOWN,ROUND UP TO THE '
NEXT AVAILABLE SHORT OR LONG DIMENSION.
'3)FOR ARCHITECTURAL WINDOWS(SEE SHEET 2),FIND
---
FIND THE SMALLEST SQUARE WINDOW SIZE IN
THE TABLE(S)ABOVE WHICH THE ARCHITECTURAL
WINDOW WILL COMPLETELY FIT WITHIN.
A.LYNN MILLER.P.E.
P.EA 58705
TABLE 8:
Window Design Pressure,(+l-psQ use this tale
Ta Gbss 12
3116"A Cap-Airspace-7/16"AIA with PVB Types:
Window Long Side(in) TABLE DIMENSIONS MAYBE
Dimensions 69,649 71 73 75 78 80 85 86 89 92 96 99 ORIENTED VERTICALLY OR
32 +/-70 +/-70 +/-70 +/-70 +l-70 +1-70 +1-70 +1-70 +/-70 +1.70 +1-70 +1-70 HORIZONTALLY AS SHOWN.
34 +/-70 +/-70 +1-70 +/-70 +/-70 +1-70 tl•70 +1-70 +/-70 +/-70 +/-70 +/-70 LONG 111ODUCTREVISED
36 +/-70 +/--70 +1-70 +1-70 +1-70 +1-70 +/-70 +1-70 +/-70 +1-70 +/-70 +/-70 LONG SIDE SIDE iu wu'plyiag with ft FluA,&
-- 0vildin3 Codc
38 +/-70 +1-70 +1.70 +l-70 +1-70 +/-70 +1.70 +1-70 +WO +/a0 +1-70 +loo "-- Accy,taom No lCp-o(p 9.1^2�
[:XpiralkM D3it 'l��l.i
ao +loo +wo +loo +1-70 +lao +rao +1-70 +loo +/-70 +/ao +rao +rao
42 +1.70 +1-70 +/-70 +/-70 +/•70 +1-70 41-70 +/-70 +/-70 +/-70 +/-69.5 +1-66.7 SHORT \ By
SIDE Iviia�ei ode PY9i1cc
44 +1-70 +1-70 +/-70 +1-70 +1-70 +1-70 +/-70 +1•70 +/-70 +!•69.9 +/-66,4 +f-63,7 i _ I......_._..__ SHORT
. ... �.....
46 +/-70 +1-70 +1-70 +i-TO +/-70 +/-70 +/-70 +/•70 +/•69.9 +/-67.4 +/-63.9 +11,7 ...._.._----._
a. 48 +/-70 +1-70 +/-70 +1-70 +1.70 +1-70 +1-70 +/-70 +/-67.8 +/-65.3 +1-61.9 +/59.7 '
50 +/-70 +1-70 +1-70 +1-70 +1-70 +1-70 +/-Gg.5 W-68.5 +/-65.9 +/-63.4 +1-59.9
N LONG SIDE 1 v
52 +1-70 +1-70 +1-70 +1-70 +/-70 +/-70 +1-67.8 +1-66.9 +154.2 +/-61.6
c54 +/•70 +1.70 +1.70 +1-70 +1.70 +1-70 +1.66.2 +155.3 +/-62.b
ro >
66 +1-70 +1-70 +/-70 +/-70 +/-70 +/-69.2 +/-64.7 +1.63.8 SHORT ' J, LONG K
57 +/.70 +/-70 +/-70 +/-70 +/-69.8 +1-68.1 +!•&4 SIDE �i SIDE Q
+ Y
60 +1-70 +1-70 +/-70 +/-69.7 +1-67 +/-65.3 J_ ---'--'------ ] 7w
62 +/-70 +/-70 +/-69.9 +/-67.9 +/-65.2 M4%.O.C.SPAGNGIF ANCHORING MAX.O.C.SPACING IF ANCHORING W
THROUGH THE FRAME PER SHEETS 3&4 THROUGH THE INTEGRAL FIN PER SHEETq 0 y Q
64 +1.70 +I-70 +/-68.3 +J-66.3 APPUESTOff,CORDANCHORS APPLIESTO F ANCHORS (9N N &100 R 04
66 +159.9 +/-68.9 +1.66.7 ) (SEE7ABLE3) SHORT I_ O M v In
(SEE TABLE 2 f
68 +/-58.4 +/•67.4 4" SIDE 0 _j o
69,649 +/-67.1 Z LL U,LL co uuo O g
TABLE 9: FW-Z O
Window Design Pressure,(+!-pst) useNstaae o j m Y g ��c
3/16"T Cap-Airspace-7116"A/A with PVB ra Typse: 13 z a z ° Q w
Window Long Side(In) O LL
Dlmenato 69,649 7173 75 78 80 85 B6 89 92 96 99 O
w
32 +/-70 +/-70 +/-70 +/-70 +/-70 +1-70 +1-70 +1-70 +/-70 +/-70 +1-70 +1-70 m O w I,",�s
34 +1- +/-70 +/-70 +1-70 +l-TO +1-70 +/-70 +/-70 +/-70 +/-70 +J-70 +1-70 _ ® m O W
Z � N
+1-70 +1-70 +1.70 +1.70 +1-70 '+1.70 +1.70 +/-70 +1-70 +/-70 +/-70
U) z
38 +/-70 +1-70 +1-70 +1.70 +1-70 +1.70 +/•70 +/-70 +J-70 +1-70 +1-70E+1-70
¢ W � ,lo,s
+/-70 +/-70 +/-70 +1-70 +1-70 +1-70 +/•70 +/-70 +/-TO +/-70 +1-70 o X O- p
42 +1-70 +1-70 +1-70 +1-70 +/-70 +1-70 +/-70 +/-70 +/-70 +/-70 +J-70 ~ �LLt to44 +1.70 +1-7D +1-70 +1-70 +1-70 +1.70 +/-70 +/-70 +1-70 +/•70 +/-70 z w46 +/-70 +1-70 +1.70 +I-70 +1-70 +1-70 +/-70 +/-70 +1-70 +!•70 +!•70 >48 +1-70 +/-70 +1-70 +/-70 +1-70 +1-70 4/-70 +/-70 +1-70 +1-70 +/-G&8 'lar ''�w0"�'as
v s0 +/-70 +/-70 +/-70 +1-70 +1.70 +/-70 +/-70 +1-70 +/-70 +1.70 +/-66.6
y 52 +t-70 +/-70 +/-70 +1.70 +/-70 +/-70 +/-70 +/-70 +!•70 +/-68.5 '' ,
= 54 +/-70 +1-70 +/-70 +/-70 +/-70 +l-70 +J-70 +/-70 +/-69.5 'NOTES:
w 1)BUCK DIMENSIONS SHOWN.
66 +1--70 +1-70 +1.70 1 +/-70 +1.70 +1-70 1 +/-70 +/-70
67 +1.70 +/-70 +1.70 +1-70 +1-70 +1-70 4/-70 2)FOR SIZES NOT SHOWN,ROUND UP TO THE .-..t.:'
NEXT AVAILABLE SHORT OR LONG DIMENSION.
60 +1.70 +1.70 +/-70 +1-70 +1.70 +1-70 -_
62 +1-70 +1-70 +1-70 - +1-70 +1-70 MAX.D.C.SPACING IF ANCHORING -MAX,D.C.SPACING IF ANCHORING 3)FOR ARCHITECTURAL WINDOWS(SEE SHEET 2),
THROUGH THE FRAME PER SHEETS 3&4 THROUGH THE INTEGRALFIN PERSHEET4 FIND THE SMALLEST SQUARE WINDOW SIZE IN ;,,, ��
64 +/•70 +1-70 +1-70 +1-70 THE TABLE(S)ABOVE WHICH THE ARCHITECTURAL
66 +/-70 +/-70 +/-70 APPUESTOB,CORDANCHORS APPLIES TO F ANCHORS
WINDOW WILL COMPLETELY FIT WITHIN. '
68 +00 +1-70 (SEE TABLE 2) (SEETABtE 3)
15.5" 3.9" •'
+/-70
A.LYNN MILLER,P.E.
W.649
P.EA 58705
TABLE 10: _
Window Desgn Pressure,(+l-psf) use Ines calve
forGh55 14
3/16"A Cap-Airspace-7116"A/A with SG Type:
Window Long Side(in)
Dimensions 69.649 71 73 75 78 00 a5 86 09 92 96 99 TABLE DIMENSIONS MAYBE
ORIENTED VERTICALLY OR
32 +801-110 +801-110 +001-110 +801-110 +80/410 +801.110 +801-110 +80/-11D +80/-110 +801-110 +80f-110 +801-110 HORIZONTALLY AS SHOWN.
34 +80/-110 +80!410 +801-110 +ODI-110 +80/410 +801410 +801-11D +801.11D +801-110 +801-109.4 +801-108.3 +801-107.6 - LONG PRODUCT REVISED
36 +801-110 +801-110 +80/-110 +801-110 +80/•109.5 +801-108.6 +BD1-106.8 +80/-106.5 +80/405.5 +80%104.7 +801-103.6 +80/-102.9 SIDE ';C.-nply1egwith the nwid.
38 +801.109.7 +80/-100.9 +801-107.8 +801-106.8 +801-105.5 +801-104.6 +801-102.7 +001-102.4 +80/-101.4 +801-100.5 +80/-99.4 +801.98.7 LONG SIDE DuildiagCode
Ac.°cpinam IJo 'Q �.tq
�� P rriralam Datc nfSn�
40 +801-106.3 +801-105.5 +801-104.4 +801.103.3 +801-101.S 180/401 +80/-99.1 +801-98.7 +801-97.7 +801-96.8 +801-95.7 +001-95
SHORT ���y------•••��1�,
42 +80J-103.3 +801'102.5 +80%101.3 +801-100.2 +801.98.6 +BD/•97.9 +B01.95.8 +BDl•95.5 +BO!-94.5 +80/-93.5 +801-92.4 +80/-90.7 SIDE \ D T
44 +801-100.7 4801-99.8 +801•98.6 +80/-97.5 +80/•96 +BD/-95 +801-92.9 +80/-926 +801-91,5 +801-90.4 +801-87.1 +801-84.7 SHORT
tt
46 +801-9&4 +80/-97.5 +801-96.2 +BDJ-95 +801-93.4 +80/-92.5 +60/•90.3 +80f-89.9 +801-88.1 +80/•85.5 +801.83.1 4801-81.6 1- --------- SIDE
48 +801-9113 +801-95.4 +801-94.1 +801-92.9 +8Dl-91.2 +801.90.2 +801-88 +80/-87.6 +801-84.6 +80/-82.6 +801-80.2 +1-7&6
0
a 50 +801-94.6 +80/-93.6 +80/-922 +8D/-90.9 4801-89.2 +801-88.2 +801-85.4 +80/-84.5 +80/-82.4 +801.80.2 +1-77.6 ---
NLONG SIDE '
� 52 +801-93 +801-92 +801-90.5 4801-69.2 +801-87.4 +80/-86.4 +80/-83.3 4801.825 +80/-80.2 +l-78
t
y 64 +801-91.7 +801.90.6 +80189.1 +001-87.7 +80185.8 +80184.7 +80/81.3 4801-00.4 +/46.1 f (� g
56 +801-90.5 +801.89.4 +601.87.8 +801-06.4 +801.84.4 +60/-83,2 +1-79.3 +1-78.6 SHORT f LONG p
57 +801-90 +801-88.8 +80/-87.2 +80/-85.8 +801-83.4 +601-82 +1-78.4 SIDE SIDE W Y
60 +80!-87.2 +801-86 +601-84 +801-825 +W/-80.1 +/-7&6
MAX.O.C,SPACING IF ANCHORING MAX.O.C.SPACING IF ANCHORING
62 +60/-84.6 +801-83.8 +801-82.1 +801-80.4 +1-78 p rn N c
THROUGH THE FRAME PER SHEETS 3&4 THROUGH THE INTEGRAL FIN PER SHEET
64 +801-829 +801-82 +801-80.1 +/-78.4
APPUESTO B,CORDANCHORS C9 N N 0_'
66 +80/-81.1 +801.80.1 +/-78.3 SHORT O"s T -,
(SEE TABLE 2) NOTAPPUCABL£ GLASS TYPES I4THROUGH J M
68 +/-79.3 +/78.4 13.2• '17 MAY NOT BE USED WITH SIDE 0 LL N-1 o ,rg
69 648 4/•77 7 J-CHANNEL OR INTEGRAL =Ld �u-
FIN FRAMES. U U X T O
TABLE 11:
W0 O 'ON
Window Design Pressure,(+l-psf) 115eilvs>ar�e I-W CO O T ONG
for Glass 15
3116"T Cap-Airspace-7116"A/A with SG Type: z a z U
Window Long Side(in) v O UJ O
Dimensions 77.76 79 81 1 83 1 86 87 91 94 96 99 104 107 1 111 Z Ce
36 +801.110 +801-110 +801-110 +81--110 +601-110 +SD/-110 1 +801-110 +801-110 +80/-110 +801410 +80/•110 +BD/-110 +801•110 ALLOWABLE MAX.O.0 SPACING IF 3: F
40 +801.110 +801-110 +801-110 +861-110 +80/-110 +801.109.9 +001-108.5 +BW107.5 +801-1069 +80%106.1 +801-104.8 +801=104.1 +801-103.3 ANCH SHEET2PS ANCHORINGTHROUGH ® H 0 W a°°us
PER SHEET2 THE FRAME PER SHEET3 Z
42 +80f-110 +801-109.8 +801-105.8 +80/-107.9 +BOJ-108.7 +801-108.3 +801.104.8 +8-103.8 +801-1032 +801-100.8 +80/-97.7 +8(1-96.4 +801.94.8 B,C OR D 13.2"
44 +801-107.3 +801-10&7 +8D/-105.7 +801.104.7 +801-103.4 +801-103 +60!•101.4 +801.98.8 +601.96.7 +801•94.1 +8-91.4 +80/•90.3 +801.89.2 U Z
¢ w U-1
48 +60/•102 +801-101.3 +801-10D.3 +80199.2 +80/-97,3 +801-96.2 +801.925 +801-90.4 +801-89.2 +801-87.3 +80/-84.4 +801-827 +801.80.5 0 _X 0. o
60 +801-99.8 +801-99.1 +601.98 +80/•96.9 +801.93.9 +80/•93.1 +801.89.9 +801-87.7 +801.86.2 +801-843 +801-81.1 +179.3 +/-77 W Z N
51 +80/•98.8 +801-9B +801-96.9 +801-95.8 +80/-928 +801-92 +801-88.7 +801.86.4 +801.85 +801-828 +/-79.6 +/-T7.7 +/-75.3 ~ Z O
64 +801-96.1 +801.85.3 +BIY-94 +BOJ-92,1 +801.89.4 +801-88.5 +801.85.1 +801.827 +80/-81.1 +/-78.9 +1-75.3 +/73.2 +1-70.8 ° ? WO a
66 +80194 +801-83.2 +8D1-91.6 +BDL-90.1 +801-87.2 +801-86.3 +801.828 +801-80.2 +1-78.6 +/-76.3 +/-725 +170.5 an! �a0 sa;,a5
•2 58 +801.91.4 +80/9D.6 +W-89 +BDI.87.5 +80/-85.1 +801-81.2 +801-80.6 +/-78 +/-76.3 +/-73.8 +1-70.2
rn 61 +80/-87.8 +801-87 +8D/-85.3 +801.83.8 +80!•81.2 +801.80.5 +1-77.3 +1.74.6 +/-728 +l-70.4
0
N 63 +SO/-&5.6 +80/•84.6 +BO!-82.8 +801.81.1 t/-78.8 +/-70 +1-74.8 +1-723 +1-70.8 NOTES:
64 +80/-84.4 +001.83.5 +801-81.7 +/-BD +/-77.5 +/-78.6 +/-73.5 +1.71.2 1)BUCKDIMENSIONSSHOWN.
as +80/$22 +801-81.2 +1-79.4 +1-77.6 +1.75 +1-74.2 +1-71 2)FOR SIZES NOT SHOWN,ROUND UP TO THE �`" •: j
NEXT AVAILABLE SNORT OR LONG DIMENSION.
68 +/-80 +1-79.1 +1.77.2 +1-75.4 +1-72.7 +/-71.9 1
70 +178 +/-77.1 +/-75 +/-73.2 +/70.6 MAX,O.C.SPACING IF ANCHORING MAX.O.C.SPACING IF ANCHORING 3)FOR ARCHITECTURAL WINDOWS(SEE SHEET 2),
THROUGH THE FRAME PERSHELTS3&4 THROUGH THE INTEGRAL FIN PER SHEET 4 FIND THE SMALLEST SQUARE WINDOW SIZE IN
72 +1.76 +1-75 +/-73 +/•71.1 APPUESTOB,CORDANCHORS THE TABLE(S)ABOVE WHICH THE ARCHITECTURAL
74 +/•74.1 +/-73 +/-71 (SEE TABLE 2) NOT APPLICABLE WINDOW WILL COMPLETELY FIT WITHIN.
76 +172.2 +/-71.1 13.2"
77.76 470.6 t. A.LYNN MILLER.P.E.
REA 58705
TABLE 12:
Window Design Pressure,(+/-psi) Use this table TABLE DIMENSIONS MAY BE
Ai for unss 16 ORIENTED VERTICALLY OR
it$"TCa
p-Airspace-7/i 6"HH With SG Type: HORIZONTALLY AS SHOWN.
Window Long Side(n) LONG
Dimensions $0.926 64 66 6B 70 74 77 80 84 87 92 97 99 SIDE
32 +801-110 +801-110 +801-114 +601110 +801.110 +801-110 +801-114 +8W-110 +801-110 +80%110 +801-110 +801-110 +801-110 �-"'- LONG SIDE 1
34 +801-110 +$01-110 1601-110 +801-110 *801.110 +801-110 +80/-110 +8D'-110 1 +801-110 +$0/-110 +801-110 +801-110 +801-110 1 PRODUCTAEViSGD
36 +80%110 +aOt•110 +80%110 +801-110 +801.110 +801. -j[, m comptyrn3 with fha Rarma
110 +801-110 +807.110 +$06110 +801-150 +801-T10 +801-110 +80t-110 SHORT
' \`\ Buildingt'�
38 +80f•110 +801-110 480/-110 +80/•110 +801.110 +$W-110 1001-070 tBd-710 +80%110 +801-110 +801.110 +801-110 AmptmmNoi -O&D'Vi.�2
{ SHORT Expirat'mUate /jJ?�jU
40 1801-110 +806110 +801-110 +801-110 +801-110 +8fl/-110 +80/-110 +8d-110 +801-110 180/-110 +606110 -T- ---- -------- SIDE
42 +80%114 +801.110 +601-110 +SW-110 +806710 +801-11D +801-114 +60f-110 +606110 +601-110 BY
Nijpmi de Product tlxAtz f
44 +801.110 +801-1.10 +BO/-110 +801-110 +801-110 +80/-110 +80f-110 +801.110 +801-11D
N 46 +801-110 +806110 +60%110 +80/-110 1 +80/-110 +801-110 +801-110 +8W-110 - I••+- LONGSIDE -+►� a
48 +841--110 +806110 4$4/-150 +801410 +$4/-110 +$06110 +BO(-110 T- �' z
50 +801-110 +801.110 +801-110 +80/-110 +801-110 +6o/-110 SHORT III r
SIDE LONG a
+80/-110 +80!-ttp +801.110 +80f-010 MAX.D.C.SPACiNGIIANCHORING MAX.O.0 SPAONGIFANCH081NG
62 +801-110 801.110 n
54 +801-110 +801-110 +8phttd +$41-110 THROUGHTHE FRAME PER SHEET 53&4 THROUGH THE WTEGRALFIN PER SHEET 4 >
66 +80%110 +806110 t$0l-110 APPLIES TO B,CORp) HORS
68 +80/•110 +80611D (SEE TABLE 2) NOTAPPUCABLE Q
64.926 +801-110 j1L8" GLASS TYPES 14 THROUGH } r •..au
117 MAY NOT SE USED WITH I I
3--
J-CHANNEL OR INTEGRAL -4 SSIDE �- O a 0
TABLE 13: y-;: h atop O o
•FIN FRAMES.
cm N UNj
Window Design Pressure,(+/-psf) use ft to 0
for Obss17 O LL N p �0 D
3116"7 Cap-Airspace-7/16"H/N wlth SG ryPe z w
Window Long Side(in) U L KD o
Dimensions 77.76 79 al 83 66 67 91 94 96 99 104 107 111 118 120 125 136 144 F z
Lu fn O `� .6 Dmo
36 +801.110 +801-170 +6pl-110 +801-110 +801-110 +SW-110 +80/110 +801-110 +801.110 +801410 +8or-110 +80t-110 +001-110 +80%110 +80f-110 +801-770 +801-110 +BN-110 h> O a lU
40 +801-110 +BO/-tiD +801-110 +80'-110 +801-110 +80f-110 +806110 +801-110 +806110 +801.110 +801.170 +80f-110 +6061]0 +806110 +866110 +801-110 +801-110 +806110 a Z 0_Z ul r
42 +801-110 +80/•]14 +801-1]0 4807-110 +801.170 +a0ld10 1801-110 tBQI-110 +801-110 +801-710 +801-710 +801-110 +801-110 t8Q1-110 +801-170 +801-110 +88/•1]0 +801-110 O -j O
44 +801•110 +801-110 +80/-110 +001-170 +001.110 +60(-110 +801.110 +801-110 +80f-110 +001410 +801.110 +806110 +801-110 +801-110 +801.110 +80/-110 +801-110 Z m o
Q
d$ +801-110 +881-110 +80f-110 +$Of-1]o +80%110 +806114 +801-110 +801-110 +90/-170 +80/410 +80+-110 t801-170 +801-110 +806110 +801.110 +801-110 3: �
o
r"FIs
60 +80/-110 +801-110 +80/-110 +$0-710 +801«110 t801-710 +60!•110 +801.11D +801.110 +801-770 +801.110 +801.110 +801-110 +801-110 +801.110 Z of
51 +801.110 +801-110 +6O/-110 +80110 +806110 +801-110 +80%110 +801-110 +80/-110 +801-110 +801-170 +801.110 +801-110 +801-110 ,-s? co Z
54 +801.110 +80t--110 *801-110 +801-110 *801-110 +801-110 +801-110 +801-110 +80%110 +801-110 +801.110 +806710 +001.110
c. 66 +801-110 +801-110 +801-110 +801-110 +801-110 +801-110 +801-110 +80t-110 +801-110 +80/-110 +801-110 +801-110 a
X
La
68 +801-110 +801.110 +001-ii0 +801-110 +801-110 +8Ot-110 +606110 +80/-11D +801-110 +8p)-710 +80'•110 tZ Z CV
61 +801-110 +806710 +801-110 +601-110 +80f-110 +80f-110 +801-110 +801-110 +806110 +801-110 LO
63 +801.170 +801-110 +001-110 z w
a-
a-
64 +801410 +Bar-110 +801-110 ;Bomb +806110 +aw-llo +801-110 +801.110
66 +801-110 +806110 +806770 +a01-t70 +901-110 +801-110 +80/-110
68 +801-110 +Bp/-110 +801-110 +001410 +806110 +801-110
70 +806110 +BOI--114 +gpl_i10 +80t-110 +50/-110
72 +801-110 +801.110 +601.110 +80(-1110
74 t801.110 +806116 +801-170
76 +801-110 +801-110
77.76 +801-110 11r
NOTES'
i
1)BUCK DIMENSIONS SHOWN.
2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION.
3)FOR ARCHITECTURAL WINDOWS(SEE SHEET 2),FIND THE SMALLEST SQUARE WINDOW SIZE IN THE TABLE(S)ABOVE WHICH THE ARCHITECTURAL WINDOW WILL COMPLETELY FIT WITHIN, A.LYNN MILLER,P.E. i
P.Ex mns
1.378' 3.600" 3.600' 3.500" 3.500'
7 i --� .062" --iF- .062^ �F-- .062" --�I-- .osx^
/" �( 1.355' ----"-��,
6 �.080" --�
5 ANCHOR COVER 1.483" - 1.483" l nn 1.483" 1.483"
I a .-
I�J
F �. I=
884- 301"
,6;5" .625'
1.375" O J•CHANNEL FRAME 2 FLANGE FRAME 1.375" 3O INTEGRAL FIN FRAME �4 EQUAL LEG/BOX FRAME
I
7/8"BEAD - ALUMINUM
SILICONE ---HOT-MELTBUTYL REINFORCEMENT POLY ISO- DESICCANT FILL AREA
864 STRUCTURAL BUMENE 5/16"NOM.
�'"�—r-- .175" SILICONE SEAL
STRUCTURAL 3116"NOM. 5116"NOM.
POLYISOBUTYLEN OINIT.GLASS
114'NOM. FOAM BUM& SILICONE SEAL
WITH DESICCANT WffFl ' DESICCANT ROLL-FORMED
DESICCANT FOAM STAINLESS STEEL
C 11•BEAD l EXT.GLASS EXT.GLASS EXT.GLASS
j
EXT.GLASS
INT.GLASS INT.GLASS iNT.GLASS
MITERED KODISPACE SUPER DURASEAl OXL EDGE'"'
CORNERS WITH
EXTERIORNO eo 4SG TPS 31 SPACER"NXT' OSPACER 83 SPACER
wELOs
TABLE 14:
# Part# Description Material
1 620117 J-channel Frame PVC
2 620118 Flange Frame PVC
3 620119 Integral Fin Frame PVC
ED
4 620120 Equal Leg/Box Frame PVC m—npljTRwith ft
m<amply�ng with atn Frtrtida
5 5 620133 Anchor Cow PVC Buiidnr'%4
FRAME 6 720136 7/8^Glazing Bead PVC Aco�ptasoNo 16 Ot�L`1•tf)
p nt Date
ASSEMBLY DETAILS O 7 720135 1"Glazing Bead PVC BBy
74 Backbedding,GE 7700 or Dow 791 Silicone nr,n Dnde RoSuCt
78 71646N Setting Block(718"x 1"x 1/8"),85+/-5 dura. EPDM
EXTERIOR 1 ♦♦`SONY LYNjYM/i,�
* No,,,5587x05
SOME PARTS NOT SHOWN FOR VINYL FIXED WINDOW NOA(LM&SM) g 9/9/14
Part# Description Material CLARITY. _ -?J o
2)J-CHANNEL FRAME SHOWN,PART " BOM&ASSEMBLY a o J ROSOWSKI =O sT
80 Kommeding 4SG TPS Spacer System #1.OTHER FRAME TYPES APPLY. ��F '•.°(ORIOP,.' ����
See this 3)ITEMS#8.73,75-77&79 ARE NOT i s •••• G
61 Quanex Super Spacer nXT with Hot Melt Butyl Sheet for USED AND ARE NOT PART OF THIS CERT.OF TH.#29296 a JR-05/05/16-ADDED SPACERS ""q/�NAI.1�N�`•�
82 Quanex Duraseal Spacer lilt
Materials 4)ROYAL PVC TO BE LABELED FOR 1070 TECHNOLOGY DRIVE '
83 Cardinal RL Edge Spacer AAMA EXTRUDER CODE. N.VENICE,FL 34275a m 'm U A.LYNN MILLER,P.E.
REFERENCE TEST REPORTS:FTL-8717,8958&8970 (941)-480-1600^ PW-5520 NTS N 11 OF 11 z MD-5520.0 z'z .#58705