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#Product Approval REC E1116E)
�'' --• USER:Public User
NOV 232016
Produrt Annrovai Menu>Product or Aoolication Search>A lication '..> pplication Detail
PERM17TING
MINIM,tz�"-•3� ry..% FL# FL251-R28 St, LL1C1 },�
_... ..,..,3;;wi`.: Application Type County, FL
Code Version 2014
Application Status A ed
*Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC
and/or the Commission if necessa
J
Comments � i�r ;.a,,�,,
Archived 1
Product Manufacturer PGT Industries
Address/Phone/Email ology Drive
North Venice,FL 34275
(941)486-0100 Ext 22318
druark@pgtindustries.com
Authorized Signature ]ens Rosowski
jrosowski@pgtindustries.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 C:]Sliding
erior Doors
Subcategory Exterior Door AssembliesCompliance Method rtification 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 08/17/2016
Date Validated 08/26/2016
Date Pending FBC Approval
Date Approved 08/30/2016
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Florida Building Code Online Page 2 of 3
Summary of Prod is
FL# Model,Number or Name Description
251.1 SGD-670(Non-Impact) Z Aluminum Sliding Glass Door
Limits of Use Certification Agency Certificate
Approved for use In VHZ:Yes El-_2. 1,-R?S C CAC 16-0629 a... f
Approved for use outs VHZ:Yes Quality Assurance Contra n
Impact Resistant:No
Design Pressure:N/A Installation Instr ctions
Other:Please see ml for County Notice of Acceptance( A)for FL251 R28 II 16-0629.03.odf
product performance Information,anchorage details,and ancho pe, Verified By:Miami-Dade BCCO-CER I
size,and spacing Information. Created b Inde e
Evaluation Reports
Created by Independent Third Party:
251.2 JSGD-670HP(Non-Impact) Aluminum Sliding Glass Door
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL251 R28 C CAC 16-0629.04.0f
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:No 03/24/2020
Design Pressure:N/A Installation Instructions
Other:Please see Miami-Dade County Notice of Acceptance(NOA)for FL251 R28 II 16-0629.04.pdf
product performance information,anchorage details,and anchor type, Verified By:Miami-Dade BCCO-CER
size,and spacing Information. Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
251.3 ISGD-680(Non-Impact) Aluminum Sliding Glass Door
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL251 1228 C CAC 16-0629.05.odf
`Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:No 03/18/2019
Design Pressure:N/A Installation Instructions
Other:Please see Miami-Dade County Notice of Acceptance(NOA)for FL251 £228 Ii 16-0629.05.1)df
product performance information,anchorage details,and anchor type, Verified By:Miami-Dade BCCO-CER
size,and spacing information. Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
251.4 SGD-770(Large Missile Impact) WinGuard Aluminum Sliding Glass Door
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL251 R28 C CAC 16-0629.06.odf
I Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 02/17/2020
Design Pressure:N/A Installation Instructions
Other:Please see Miami-Dade County Notice of Acceptance(NOA)for FL251 R28 ii 16-0629.06.odf
product performance information,anchorage details,and anchor type, Verified By:Miami-Dade BCCO-CER
size,and spacing Information. Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
251.5 SGD-770HP(Large Missile Impact) WinGuard Aluminum Sliding Glass Door
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL251 R28 C CAC 16-0629.07.pdf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 03/24/2020
Design Pressure:N/A Installation Instructions
Other:Please see Miami-Dade County Notice of Acceptance(NOA)for FL251 R28 11 16-0629.07.1)df
product performance Information,anchorage details,and anchor type, Verified By:Miami-Dade BCCO-CER
size,and spacing information. Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
251.6 JSGD-770HP(Small Missile Impact) WinGuard Aluminum Sliding Glass Door
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL251 R28 C CAC 16-0629.08.0f
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 03/24/2020
Design Pressure:N/A Installation Instructions
Other:Please see Miami-Dade County Notice of Acceptance(NOA)for FL251 R28 1i 16-0629.08.pdf
product performance information,anchorage details,and anchor type, Verified By:Miami-Dade BCCO-CER
E size,and spacing information. Created by Independent Third Party:
[¢( Evaluation Reports
Created by Independent Third Party:
251.7 JSGD-780(Impact) WinGuard Aluminum Sliding Glass Door
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL251 R28 C CAC 16-0629.10.1)df
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 08/02/2017
Design Pressure:N/A Installation Instructions
Other:Please see Miami-Dade County Notice of Acceptance(NOA)for FL251 R2S I1 16-0629.10'r)df
product performance Information,anchorage details,and anchor type, Verified By:Miami-Dade BCCO-CER
size,and spacing Information. Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
251.8 SGD-2500(Non-Impact) Aluminum Sliding Glass Door
Limits of Use Certification Agency Certificate
Approved for use In HVHZ:Yes FL251 R28 C CAC 15-0609.10 DR.odf
I Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
t Impact Resistant:No 05/22/2018
t Design Pressure:N/A Installation Instructions
Other:Please see Miami-Dade County Notice of Acceptance(NOA)for FL251 R28 II 15-0609.10 DR.odf
product performance information,anchorage details,and anchor type, Verified By:Miami-Dade BCCO-CER
size,and spacing information. Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
251.9 SGD-3030(Large Missile Impact) Architectural Systems Aluminum Sliding Glass Door
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL251 R28 C CAC 15-0612.06 LM.odf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 02/14/2018
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Florida Building Code Online Page 3 of 3
Design Pressure:N/A Installation Instructions
Other:Please see Miami-Dade County Notice of Acceptance(NOA)for FL251•R28 P 15-0512.06 LM.odf
product performance information,anchorage details,and anchor type, Verified By:Miami-Dade BCCO-CER
size,and spacing information. Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
251.10 SGD-3030(Small Missile Impact) Architectural Systems Aluminum Sliding Glass Door
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL251 R28 C CAC 15-0612.07 SM.rdf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 02/14/2018
Design Pressure:N/A Installation Instructions
Other:Please see Miami-Dade County Notice of Acceptance(NOA)for FL251 R28 IT 15-0612.07 SM.ndf
product performance information,anchorage details,and anchor type, Verified By:Miami-Dade BCCO-CER
size,and spacing information. Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
251.11 SGD-5470(Non-Impact) Vinyl Sliding Glass Door -
Limits of Use Certification Agency Certificate
Approved for use In HVHZ:Yes F1251 R78.._C._CAC15=321Q_j
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:No 04/21/2021
Design Pressure:N/A Installation Instructions
Other:Please see Miami-Dade County Notice of Acceptance(NOA)for FI.251 R28 IT 15-171 ;Q2„gdf '
product performance information,anchorage details,and anchor type, Verified By:Miami-Dade BCCO-CER 1
size,and spacing Information. Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
251.12 SGD-5570(Large Missile Impact) Vinyl Sliding Glass Door
Limits of Use Certification Agency Certificate
Approved for use In HVHZ:Yes FL251. R28 C CAC 15.1210.0.S.odf
Approved for use outside HVHZ:Yes - Quality Assurance Contract Expiration Date
Impact Resistant:Yes 04/14/2021
Design Pressure:N/A Installation Instructions
Other:Please see Miami-Dade County Notice of Acceptance(NOA)for FL251 R28 IT 15-E210.01.odf
product performance information,anchorage details,and anchor type, Verified By:Miami-Dade BCCO-CER 3
size,and spacing information. Created by Independent Third Party:
Evaluation Reports
Createdby iIndependent Third Party:......_.._..-.........._....___..._...........-_..._....._......._-_..__.....................................__...._..._..._.............._...........__.............__..........__...........__._................_._... — - ....._._..._......................_...__...... — --
Contact Us::2601 Blair Stone Road.Tallahassee FL 32399 Phone:850-487-1824
The State of Florida is an AA/EEO employer.Coovrioht 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:
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MIAMI-DADS � �
`� � n 1�`�`��� MIAMI-DADS COUNTY
$ "' � 7 PRODUCT CONTROL SEC'T'ION
11805 SW 26 Street,Room 208
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474
BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599
NOTICE OF ACCEPTANCE (NOA) RECEIVED www.miamidade.gov/economy
PGT Industries,Inc.
1070 Technology Drive, NOV 213 2016
Nokomis,Fl.34275 PERM117ING
SCOPE: St.Lucie Coupty,FL
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 thea ur ding code.
This product is approve escribed herein,and has been mply with the Florida Building Code,
including the High V ocity Hurricane Zone.
DESCRIPTION: S ries"SGD-670"Aluminum Sliding Glass Door /900& 135°corners NI
APPROVAL DOC , rtIed"Series 670 Alum SGD-Non-Impact",sheets 1
through 22 of 22,prepared by manufacturer,dated 02-02-14 and last revised on 06/08/16,signed and sealed by 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- Product Control Section.
MISSILE IMPACT RA G:None:Appro ed Hurricane Protection devices,complying w/FBC,as applicable
are required.
Limitations:
1. Max eight(8)panels configuration unit is allowed,having max nominal panel size not to exceed tested height&
width per tables 1 thru 3.See sheets 61 7 and 8 for Design Pressures(DP),glass types,Sill type for Positive DP
limits,applicable Standard or Heavy Duty parts and anchorage requirements. See sheet 10 for straight configured
units and sheet 11 for corner units.Pockets&Egress requirements to be reviewed by Building official.
LABELING:Each unit shall bear a permanent label with the manufacturer's name or logo,city, state and 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 NOA#15-1013.14 and consists of this page 1 and evidence pages E-1 &E-2,as well as approval
document mentioned above.
The submitted documentation was reviewed by Ishaq L Chanda,P.E.
aMMff E courrrr NOA No.1 -
P Expiration Date: Apri107,20220
I Date: Jul 21,2016
��1ti`tb Page 1
s
PGT Industries,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections (submitted under files See below)
2. Drawing No.PGTO128 Rev B,titled"Series 670 Alum SGD-Non-Impact",sheets 1 thru 22 of 22,
prepared by manufacturer,dated 02-02-14 and last revised on 06/08/16,signed and sealed by Lynn
Miller,P.E.
B. TESTS
1. Test report on 1)Uniform Static Air Pressure Test,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 Aluminum Sliding Glass Doors(w/
TPS, Super,Cardinal&Duraseal Spacers),prepared by Fenestration Testing Laboratory, Inc.,Test
ReportsNo(s)FTL-8717,FTL-8970 and FTL-8968,dated 02/15/16, 06/07/16 and 06/20/16,all
signed&sealed by Idalmis Ortega,P.E.
2. Test report on 1)Air Infiltration Test,per FBC, TAS 202-94
2)Uniform Static Air Pressure Test,per FBC, TAS 202-94
3)Water Resistance Test,per FBC,TAS 202-94.
4)Forced Entry Test,per FBC 2411.3.2.1 (b) and TAS 202-94
Along with marked-up drawings and installation diagram.of Aluminum Sliding Glass Doors,
prepared by Fenestration Testing Laboratory, Inc.,Test Reports No(s)FTL-5979,FTL-5980,FTL-
5994,FTL-6002,FTL-6034&FTL-6035,dated 08/10/09,all signed&sealed by Julio Gonzales,
P.E. (All above test reports submitted under files#14-0123.11, #11-1018.17/#09-0826.13)
2. Reference Test reports on 1)Air Infiltration Test,per FBC,TAS 202-94
2)Uniform Static Air Pressure Test,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 (b)and TAS 202-94
Along w/marked-up drawings and installation diagram of Aluminum Sliding Glass Doors,prepared
by Fenestration Testing Laboratory,Inc.,Test Reports NoFTL-7554,dated 11/01/13, signed&
sealed by Marlin D. Brinson,RE(This file has addendum letter dated 08/14/14&marked-up
drawings dated 08/19/14&revised interior astragal marked-up Dwgs dated 11-11-13,all issued by
Fenestration Testing
3. Additional REF supporting test#FTL 5254,FTL 5980,FTL 5987 and ATI72138.01-401-18. j
4. Additional,Reference Fixed window test report FTL-7897(cardinal spacer)per TAS 201, 202
&203-94, issued by Fenestration Testing lab (Test report submitted under file#15-0430.08).
C. CALCULATIONS (submitted under file#14-0123.11)
1. Anchor verification and comparative analysis dated 03/18/14,06/25/14 and last revised on
01/30/15,sheets 1 thru 67,prepared by PGT, signed and sealed by Lynn Miller,P. E.
2. Glazing complies with ASTME-1300-02,-04 &-09.
Ishaq L Chanda,P.E.
Product Control Examiner
NOA No.16-0629.03
Expiration Date: April 07,2020
Approval Date: July 21,2016
E-1
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PGT Industries,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
D. QALITY ASSURANCE
1. Miami Dade Department of Regulatory and Economic Resources (RER).
E. MATERIAL CERTIFICATIONS
1 None.
F. STATEMENTS(submitted under file#14-0123.11)
1. Statement letter dated 10/08/15 of compliance to FBC 2014(5h Edition)and"No financial
interest",prepared by PGT,signed&sealed by Lynn Miller,P.E.
2. Letter of lab compliance,part of the above test reports.
G. OTHER
1. This NOA revises#,15-1013.14,expiring April 07,2020.
2. Test proposal# 16-0125 dated 03/09/16 approved by RER.
3. AAMA's Technical Paper for SGD&Bi-fold doors referenced to FBC 2014(5t'edition).
4. Test proposal dated 6/4/13 & 08/12/13 approved by Jaime Gascon,P.E.
5. Test proposals No(s) 09-0177, 0177-A,B& C approved by BCCO.
Is aq I.Chanda,P.E.
Product Control Examiner
NOA No.16-0629.03
Expiration Date: April 07,2020
Approval Date: July 21,2016
E-2
SERIES 670, NON-IMPACT RESISTANT SLIDING GLASS DOOR TABLE A:
Group Anchor Substrate Frame Mirt Edge Mirt
INCLUDING POCKETS &900/1350
CORNERS Member Distance— Embedmert
a•
GENERAL NOTES Ungmuted CMU,(ASTM C-90) Jamb only
1)GLAZING TYPE OPTIONS:SEE TABLE B,THIS SHEET&GLAZING DETAILS ON SHEETS 4&5. uted CMu(ASTM G90,min.2 kel mut Jamb only2-112•. 1314•
2)DESIGN PRESSURES: cont in.3.35 kel) HeaRS lWamb 1" 13/4"
A.NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E1300. 2 1/4•Elco 410 .s. Ungroutad CMU,(ASTM C-90) Jamb only 2-112" 1-1/4"
B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E1300. GetaFlex ,• 1.395
3)ANCHORAGE:THE 33-1/31/.STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS Comwete(min.2.85 ke0 Headisill 1"
IW Elco Ulbacon
PRODUCT. MATERIALS,INCLUDING BUT NOT LIMITED TO STEEL SCREWS,THAT COME INTO CONTACT Ungmuted CMU STM G90Jamb only 1° 1-114•
WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE CURRENT FLORIDA P.T.3cuftnn Pore(SG-0.55) Head/91lUJamb 9/16" 1318'
BUILDING CODE.FOR ANCHORAGE DETAILS SEE SHEETS 8-14.
#12,18-8 or 410 Aluminum,8083-T5• Heed/SIIVJamb are• 0.063•
4 SHUTTERS ARE REQUIRED PER FBC REQUIREMENTS,AS APPLICABLE. S.S.gMS, Steel q36• Head/sI1VJemb 3/8 o.oso
9 lmN.11 lhroaddin) Steel Stud,A653 Gr.33• HeadtSiii/Jamb 318' 0.0451'
5)INSTALLATION SCREWS,FRAME SPLICES,FRAME AND PANEL CORNERS TO BE SEALED WITH
NARROW JOINT SEALANT. Conctnte(min.3.275 kal) Head1SIU/Jamb 1-11Y 1318•
6)REFERENCES:ELCO ULTRACON,CRETEFLEX AND AGGREGATOR NOA'S,ANSI/AF&PA NDS FOR 114•Eao 18.8 S.S. Urgrouted CMU,(ASTM C-90) Jamb only Y 1-114•
WOOD CONSTRUCTION AND ADM,ALUMINUM DESIGN MANUAL. Aggm•Gator Grouted CMU(ASTM C-90,min.2 Kai grout) Jamb orgy 2" 2•
7)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE P.T.Southern Pine-(SG-0.55) He2d/S01/Jamb 1" 13re"
CURRENT FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ). P.T.Aluninu Pine 3.751 55) Head/SIIYJamb 9/8' 1318•
8)DOOR SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS PER CURRENT 4 #12,Steel SMS G5, Aluminum,so83 T5` HeedISlwJamb 3/8• 0.0s3°
(mm.11 thteadalln) Steel,A36• Haad131N/Jamb 3/6° 0.050"
FLORIDA BUILDING CODE,AS APPLICABLE. I I I Steel stud A653 Gr.33• Haed/slg/Jamb 318• 0.040"
TEST REPORTS:FTL5254,FTL-5979,FTL-5980,FTL-5987,FTL-5994,FTL-6002,FTL-6034,FTL-6035, •MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE.METAL SUBSTRATE TO MEET MIN.
FTL-7554 AND ATI 72138.01-1401-18 STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND
TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION.
••P-HOOK INSTALLATION REQUIRES 2.693"MIN.EDGE DISTANCE,REFER TO SHEET 14 FOR
ALL SPECIFIC P-HOOK REQUIREMENTS.
ANCHOR NOTES
1)FOR CONCRETE/CMU SUBSTRATE APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTY APPROVED ELCO
ANCHORS.SEE TABLE A ON THIS SHEET FOR EMBEDMENT,EDGE DISTANCE AND SUBSTRATE REQUIREMENTS. NOA DRAWING MAP
2)FOR OTHER SUBSTRATE APPLICATIONS SEE TABLE ON THIS SHEET.
3)WOOD BUCKS DEPICTED AS 1X ARE LESS THAN 1-112"THICK.PROPERLY SECURED,1X WOOD BUCKS ARE OPTIONAL IF UNIT IS SHEET
INSTALLED DIRECTLY TO SOLID CONCRETE.WOOD BUCKS DEPICTED AS 2X ARE 1-1/2"THICK OR GREATER.1X AND 2X BUCKS GENERAL NOTES.............1
(WHEN USED)SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE.BUCK DESIGN AND INSTALLATION IS THE EXAMPLE CONFIGS..........2-3
RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD&TO BE REVIEWED BY THE BUILDING OFFICIAL. GLAZING DETAILS............4.5
4)METAL SUBSTRATE TO MEET MIN.STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO ANCHORAGE.....................6-14
BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. DESIGN PRESSURES 6-8 FR0DUcfRFVXED
5)IF SILL IS TIGHT TO SUBSTRATE,GROUT OR OTHER MATERIAL IS NOT REQUIRED.IF USED,NON-SHRINK,NON-METALLIC GROUT, INSTALL DETAILS..............12.14 jus P� kh1110 caW
MAX.1/4"THICK&3400 PSI MIN.,(DONE BY OTHERS)MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT ELEVATIONS.....................15,18 A +t
w+.ce Nora e�z9 03
TO THE SUBSTRATE,AND TRANSFER SHEAR LOAD TO SUBSTRATE.IF SUBSTRATE IS WOOD,30#FELT PAPER OR MASTIC IS PANEL/SILL TYPES.........17 do ee teNP 07 70
REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE,OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. CROSS SECTIONS............18.19
PARTS LIST.......................20
EXTRUSIONS....................21,22
TABLE B.SEE DETAILS ON SHEETS 4&5:
GIBSS STANDARDS USED:
Description(Listed from E49dor to Nterlor) •2014 FLORIDA BUILDING CODE(FBC),6TH EDITION
Type :ASTM E130o-09
:ANSI/AF&PA NDS-2012 FOR WOOD CONSTRUCTION
1 3118" SS •ALUMINUM DESIGN MANUAL,ADM-2010
1A 1/4•TEMPERED GLASS •AISI.5100-07/52-2010 tt :••T:;
G2 1'LG.:3/16•TEMPERED GLASS+5/8•AIRSPACE+3118"TEMPERED GLASS .•'..........
. •y. .
02A 1'I.G.:1/4"TEMPERED GLASS+112'AIRSPACE+1/4'TEMPERED GLASS 9G r
DESIGN PRESSURE RATING I IMPACT RATING 'k
SEE TABLES 1,2&3 ON I NOT RATED FOR MISSILE No.5-P705
SHEETS 6,7 8 6 IMPACT RESISTANCE y"O Nj
(6JR05/05/16 B ADDED SPACERS TO SHEET 5. I=rEexuoLooroRrvE SF
GENERAL NOTES AND MAP = 'Sn�'��R.... .
M VEMIM FL 34M ,sr 'Qv
�C7/t%fib.
�4fj f41�, SERIES 670 ALUM.SGD-NON-IMPACT
—
asdrb hay A.LYNN MILLER,P.E.
JR 0220/i4 CeRr aFaur►r.aroma ® aGo s70 NTS �! 22 0�o PG7i7128 B P.E.p 58705
CONFIGURATIONS NOTES:
EXAMPLE CONFIGURATIONS 1)ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS
POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB
MAX.UNIT WIDTH MAX.UNIT WIDTH LOCATIONS USING DETAIL'Jw",'Je,"Kw'OR'Ke INSTALLATION.
EXAMPLE:4-PANEL XXXX IN POCKET(p)CONFIGURATION CAN BE
WIDTH NOM. NELWIDTH PXXXXp,p�X OR XXXXp.OXXX IN POCKET CONFIGURATION
NOM.PANEL
PER TABLES ER TABLEIDTHS 1-3 1 13 CAN BE OXXXp.
2)90"&135"CORNER CONFIGURATIONS CAN BE A COMBINATION
t i ; OF ANY 2 STRAIGHT CONFIGURATIONS.
MAX.UNIT / I °e 0 t 12°0 3 FOR NOM.PANEL WIDTH,SEE TABLES 1.3.
F 44j2y, MAX.UNIT / / I�ay )
HEIGHT / I'°y HEIGHT
PER TABLES 1-3 / i PER TABLES 1-3 / / i s 'X"=OPERABLE PANEL,
a I 3 "O"=INOPERABLE PANEL,
j a
"O"=POCKET
POCKET I y POCKET I y F—DETAIL LETTER
X "w"=WOOD OR METAL INSTALLATION i
1-PANEL r 2-PANEL r 'C"=CONCRETE INSTALLATION
CONFIGURATIONS CONFIGURATIONS + t L—SHEETNUMBER
MAX.UNIT WIDTH
UNIT WIDTH DLO WIDTH=NOM.PANEL WIDTH-7"
NOM.PANEL WIDTH NOM.PANEL WIDTH DLO HEIGHT=DOOR UNIT HEIGHT-10.125"
° PANEL HEIGHT=DOOR UNIT HEIGHT-1.886"
PER TABLES 1-3JZV PER TABLES 1 3 3 + 3
113N dh
I
1
j 19 J
t 10 MAX.UNIT aMJA-IVi o$0
MAX.UNIT t i r6 HEIGHT I n 1ROU11cf REVILED
HEIGHT ilifl PER e 9 IS aeoap7lgafugrF7oclds
PER TABLES 1-3 / / / I TABLES 1 3 / / / / int o.d.
/ / / I I A�,ee N. I — Oj
POCKET i 8 I / / / POCKET i y E'}kUIY�6�u
—1�r— sir---�
3-PANEL CONFIGURATIONS 4-PANEL CONFIGURATIONS
1 3 ji
3 1 3
MAX.UNIT WIDTH MAX.UNITWIDTH
NOM.PANEL WIDTHc NOM.PANEL WIDTH
ld
PER TABLES 1-3 (ti
+ PER TABLES 1 3
1 1 I � t
t i 062 i1aL MAX.UNIT13/ is SEE
HEIGHT / e /MAX.UNIT NOTE
PER
HEIGHT
PER TABLES 1-3 / / i s N
LYN TABLES 13 / / SHEET.
3 III IIJ
- Y i
/ / POCKET i a EXTERIOR S t `���ON 't'? //•
5-PANEL CONFIGURATIONS sJ
° CORNER,TYP. No.58705 •'•%+'=
(OUTSIDE CORNER SHOWN, - `
INSIDE CORNER SIMILAR) -.. :•a' I [> ._
o.rr ewfmnc avq"x %O'•. 5 A1'c OF `l.��
1070 TEcrwocooYDRNE EXAMPLE CONFIGURATIONS , �.;.�••.!z�gl�p,•,••'',r•;;�' ,
N.VENICE FL St275 ner �•iv�5 f(;1Jr�L'(`r`.
(941pso.,wo SERIES 670 ALUM.SGD-NON-IMPACT
s� a"n� A.LYNN TIILL�R,P.E.
°m JR 2=14 °Mdn° 0Y°` CERT.OFAVTK#29M soo-e7o NTS 2 -22 PGT0128 B P.ea58705
EXAMPLE CONFIGURATIONS
CONFIGURATIONS NOTES:
MAX.TESTED UNIT WIDTH= 1)ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS
355-7/16"@ 96"HEIGHT POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB
300-1/4"@ 120"HEIGHT LOCATIONS USING DETAIL"Jw","Jc","Kw"OR'Kc'INSTALLATION.
NOM.PANEL WIDTHRR i EXAMPLE:4-PANEL XXXX IN POCKET(p)CONFIGURATION CAN BE'
PER TABLES 1-3 t pXXMp,pXXXX OR XXXXp.OXXX IN POCKET CONFIGURATION
CAN BE OXXXp.
I
1 2)90'&135°CORNER CONFIGURATIONS CAN BE A COMBINATION
MAX.UNIT t t t i 4 OF ANY 2 STRAIGHT CONFIGURATIONS.
HEIGHT, 9 9 �u u� 3)FOR NOM.PANEL WIDTH,SEE TABLES 1.3.
96"OR 120" I s
3 "X"=OPERABLE PANEL,
POCKET i "O"=INOPERABLE PANEL,
P'=POCKET
6-PANEL CONFIGURATIONS
DETAIL LETTER
MAX.LIN IT WIDTH W=WOOD OR METAL INSTALLATION
"c"=CONCRETE INSTALLATION
NOM.PANEL WIDTH SHEET NUMBER
PER TABLES 1-3 1 t
DLO WIDTH=NOM.PANEL WIDTH-7"
t s i DLO HEIGHT=DOOR UNIT HEIGHT-10.125"
0 1�w ru PANEL HEIGHT=DOOR UNIT HEIGHT-1.866"
MAX.UNIT t5 s
HEIGHT 13 FRODUCr REVISED
PER TABLES 1 3 i as rc"plJ{RAwith OwF rl&.
POCKET E `fisRYa�e13
7-PANEL CONFIGURATIONS w,a nceeaa
1 3 1
MAX.UNIT WIDTH
NOM.PANEL WIDTH
PER TABLES 1-3Ila, tils Am 113N, dh 112N 'fis'
t s t
3
9
I
MAX.UNIT 3 a 101Qp
8 1 s 9 i o
4�
HEIGHT s i, ✓5
PER TABLES 1-3 i
111117111
POCKET I � :.;JLYNN C
8-PANEL CONFIGURATIONS c ' No.58705
3 -
n u w
*.TAE -
1070TECHNOL00rOR1VE EXAMPLE CONFIGURATIONS ;�:'''•.Fcoato?,••;(3:
M VENICE`,FL 3075 T1t �r ti5'1S/��M�.• C�•.
SERIES 670 ALUM.SGD-NON-IMPACT I
oro. aRa.a1*`7A.LYNN A�ILLER P.E.
JR 02/20/14 CERT.OFAUTH. ® 9GD•870 NTS 3 -22 PGT0128 B REA 58705
GLAZING DETAILS(G1 &G1A)
3/16"T GLASS
74
EXTERIOR 82
a
3/4"NOM.
GLASS
78 BITE
EXTERIOR
54
3/16"TEMPERED GLASS,TYPE G1
FRODUU MISED
reor'Meg Ni4 the rl,.Fm%
beth.&C-de
Aaw— •03
Ee4irwire D■t�
JW DA U t tt CoaWd
1/4"T GLASS
74
EXTERIOR 82 .
3/4"NOM.
GLASS
78 BITE
54
:if Ili,,.
1/4"TEMPERED GLASS,TYPE GIA Zai,; 1vviJ; /,
GLAZING NOTES:
"T"=TEMPERED - L
R—,•r.H—d Br. GLAZING DETAILS sT,r
1070TECNNOLOOYCRNE "% � �'<OP.tOP.•''�;
N.VEWCF,FL 31275 mr t1n,••••..•••• ti'✓
SERIES 670 ALUM.SGD-NON-IMPACT ?I"lAt.��
JR 01/10/14 A.LYMJ MILER,P.E.
e"r�uo"rc emir ea,.e rimer• mer arcm mte CERT.OFAM.A'22M ® S. TS 4 �� PGT0128 B P.E.058705
GLAZING DETAILS(G2&G2A) 3
SILICONE HOT-MELT BUTYL
STRUCTURAL
1"NOM. SILICONE
STRUCTURAL 3/16'NOM.
POLYISOSUMEN- 1!4'NOM. FOAM
ITH
3/16"T GLASS WITH DESICCANT DESICCANT,
5/8"AIR SPACE EXT.GLASS EXT.GLASS
3/16'T GLASS I
74 ?
EXTERIOR
INT.GLASS INT.G1A65 g
e3 3j
KODISPACE SUPER
124.127 3/4".NOM. +za +zs
GLASS 4SG TPS SPACERS NXT'"'
SITE �
55
ALUMINUM
REINFORCEMENT POLVISO- DESICCANT FILL AREA
1"I.G.GLASS,TYPE G2 SUTYLENE
5/18'NOM. .SEAL 5l18°NOM.
SILICONE
ICONE SEAL i
DESICCANT ROLL-FORMED PR0DUCrR9V ED
FOAM STAINLESS STEEL pm�p NLI♦t02fl*,W
EXT.GLASS Ast'b/`-od2y.o3
1"NOM. EXT.GLASS E�kwm iMM t� ?A
1/4'T GLASS pA Awa cased
INT.GLASS INT.G ;
1/2"AIR SPACE
1/4"T GLA$s DURAS EAL® XL EDGE
EXTERIOR 474 +�SPACER 127 SPACER
69 $i
124.127 3/4'NOM. Part# Desedp6on Material #
GLASS 124 Kommeriing 4SG TPS SpacerSystem
BITE See this
126 Quanex Super Spacer nXr with Hot Melt Butyl t
128 Ouanex Duraseal Sheet for
79 Materials
127 Cardinal XL Edge Spacer
59
REFERENCE TEST REPORTS:FTL-6717,9968&8970 \,0��
���4•'�cENss''••R
1"I.G.GLASS,TYPE G2A 4�,• 4
GLAZING NOTES: : No 5870b -
'T'=TEMPERED .LIJ_ s
Lu
WJR05105ho �B ADDEDSPACERS. S10707ECMVM0GYnRM GLAZING DETAILSNVJ VAM FL 3a?73grly�.1� TATSERIES 670 ALUM.SGD-NONIMPACT�"" ""0 °'•"nk LYNN MIL�L'E+iL P.E.
am CERT.OFAtlf/L B232H6 m 6GD870 NTS S d 22 PQT0128 B P.E.#58705
TABLE 1: TABLE 1A:
Design Pressure(DP)and AnchorQuantities Required,(for all approved configurations on Sheets 2&3) Sill Height to Max.(+)DP
For comer astragal anchorage on 90•or 1351 comer units,see sheet 11 (Water Infiltration Rating) 11
Table applies to all Glass types and Door unit Ha ght Sill Riser Height + Design
OH LENGTH F�
the SwAst 5 al types shown below. 69-418. I , O / - O (Flat or Box,see ( ) 9
PosBNe(+)DPmay balimhodby AncorGroup Anchor Group McorGmup AnctwrOroup Sheet 17) Pressure,
Table to 1 2 3 4 1 2 3 4 Flush-1-1/2' see note 3 OH RATIO=OH LENGTH W
OH HEIGHT x OI OH RATIO z 1
C1e nPressurs +90.0/-127.1 +90.01420 +90.0/410.8 +90.0/-1028 yy_ _ 2• = 0 i
24' 17" HeaN8111 G+1 G+1 G+1 G+1 G+1 G+1 C4+1 G+1 G+1 G+1 C4+1 G+1 G+1 G+1 C4+t t Medlu 114'
DLO Jamb 8 8 8 B B 8 8 8 B 8 8 8 0 8 8 1
P_h 5+7 B*7 8+7 8+7 T*8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 1+8 7+8 7+8 7+8 SEE NOTES 1-3 -.L
Design Pressure +90.0/-105.3 +90.0/-100.2 +90.0/-92.2 +85.3/-859 SEE NOTE 3
30„ 23" HeedB31 G+t G+1 G+1 G+1 G+1 G*1 G+1 G+1 G+1 G+1 G+1 G+1 tC4+IIC4+11
G*1 G*1
DLO Jamb B 8 8 8 B 8 B 8 8 B 8 8 8 8
P_hook 6+7 6+7 8+7 B+7 7*a 7+8 7+8 7+8 7+8 7*B 7+8 7*B 7+8 7+B NOTES:
'nProseme +90.0/-92.9 +97.3/-87.3 +60.0/-80 /-73.8
" 29• HeadrSlll G*1 G*1 G+2 G*2 G+1 G+1 C4+1 G+1 G*1 G+1 G+1 G+1 G*1 G+1 1)POSITIVE PRESSURES IN TABLE 1 ARE BASED ON THE USE OF THE 4"SILL.
DLO Jamb 8 B 8 B 8 8 8 8 B 8 B 8 8 8
P_hook 6+7 6+7 6+7 B+7 7+e 7+8 7+8 7+8 7+6 7+e 7+e 7+e 7+6 7+8 2)WHEN USING THE 2-112"SILL,POSITIVE WATER DP IS 46.67 PSF MAX.WHEN USING
Design Passura +83.71-69.7 +76.4/-78.1 +71.8/-71.5 188.8 THE 3-1/4"SILL,POSITIVE WATER DP IS 60.0 PSF MAX.WHEN USING THE 4'SILL,
42' 35• HeadBlll G+2 G+2 G+2 G*2 G+2 G+2 G+2 G+2 G+1 G+1 G+2 G+2 G+212j+2
POSITIVE WATER DP IS 90.0 PSF MAX(NEGATIVE PRESSURES UNCHANGED).SEE TABLE
a DLO Jamb 8 a 1 8 1 8 B I 8 1.8 1 8 6 8 1 B 8 8 I 8 I B 8
P_heok 8+7 8+7 B+7 8*7 7+8 7+8 7+8 7*8 7+8 7+8 7*8 7+8 7+ 7+8 1A'
Ces'n Press" +n.11-77.1 +720/-72 +sa5l�aa +60.01 A0 4°,3-1l4"AND 2.1/2"SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS
48' 41" Head/Sgl G+2 G+2 G+2 G+2 G+2 G+2 G+2 G+2 G+2 G+2 G+2 2 G+2 G+2 G*2 G+2 )
OLD Jamb e e e e B B e a e 8 6 s a 8 e e THE 1-1/2"SILL IS NOT AND MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT
P_hoo 0+7 e+7 8+7 6+7 7+8 1+8 1+6 1+8 7+B 7+B 7+8 +8 7*B 7.B J+8 7+8 REQUIRED.MAX.POSITIVE DESIGN PRESSURES SHOWN IN TABLE 1 MAY BE USED WHEN
Design Prismia +72a/-72.5 +57.4/•87.4 +51.01.81 +54.71•x4.7 THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE CURRENT FLORIDA
�• 47" Heedlskl G+2 G+2 G+2 G+'1 G+2 G+2 G+2 G+2 G+2 G+2 G*2 G+2 +2 BUILDING CODE(SEE ADJACENT DIAGRAM);THIS CONDITION IS NOT RATED FOR WATER
DLO 'Jamb e e a e e. s e B e s 6 s e s e e INFILTRATION.
P_hook +7 B+7 6+7 B+7 7+8 7+8 7+11 7+B 7+13 7+8 7+B 7+B 7+8 7+8 7+87+0
Des nProssura +69.11.69.1 +640/-61 +57.8/-57.0 +60.5/-50.8
60„ 53' Heed1sill 04-21G+2 G+3 G+3 G*2 G+2 G+3 G+3 G+2 G+2 G+2 G+2 G+2 G+2 G+2 G+2 4)SEE SHEETS 10-14 FOR ANCHORAGE SPACING,EDGE DISTANCE AND EMBEDMENT
OLD Jamb e a e e 8 a e e e 6 e 6 e e a s INFORMATION.
P•hook 8+7 0*7 6+7 0+7 7+8 1+9 7+B 7+81 7+9 1 7+8 7+8 7+8 7+0 1+6 7+a 7+8
FOR EXAMPLE ON USING TABLE,SEE SHEET 7. 5)DOOR SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN
REQUIRED.
DLO WIDTH=NOM.PANEL WIDTH-7"
6)JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY,DIVIDE BY 2 FOR PAIRS TO
DLO HEIGHT=DOOR UNIT HEIGHT-10.125". BE INSTALLED.
PANEL HEIGHT=DOOR UNIT HEIGHT-1.866" ►RODUCfnEVISEDd rompW119 with the RoAdh
4wdiss coda
Aetep lNo C-6L2 .pg
THE FOLLOWING STILE&ASTRAGAL TYPES SHALL BE USED FOR TABLE 1 SEE SHEETS 21&22 FOR PART DIMENSIONS AND SHEETS 18&19 FOR ASSEMBLY DETAILS. E,pbnt6ar aro
Straight Astragal Lockstile @ g0•Astragal Lockstlle @ 135'Astragal Lockstile @ 1 1
Interlock P-hook Lockstile @ Jamb Assembly Straight Astragal Assembly 90'Astragal Assembly 135•Astragal -(�I"-5
Standard Stiles Standard Stile Standard Stile Standard Stile Standard Stile Heavy-duty Stile Heavy-duty5tlle Heavy-duty Stile Heavy-duty Stile � N�
Standard Astragal Out4r F side Corner,, Outside
Inside
;EEJ. Corner Corner
Inside
�[[ Inside Corner'1 1 Corner Outside
Corner .`` ^'; �rlN 1� ori
Part#60(Stile) Part#61(Stile) part#119(Out.) Part#61(Stile) ^,z ;••;�,Lt15F
Part#60(x2) Part#60 Part#60 part#67(Astragal) Part#60 Part#118(Comer part#120(In.) Parts#31  Part#61 a.• `
Receiver) (Com.&Fxd Mount) Y �� ,8705
:,rr
h o S". E or r W
10707ECHWLOGYMVE DPANDANCHORAGE .-%�����''•,FtoR1oA.•��,;;.•
N.VENICE,FL 91275 ^� :�.i.
(NI)480.1600 SERIES 670 ALUM"SGD-NON-IMPACT :,I
wonBy.. ane ora• CERT.OFAt1TN/tas29B 906870 NTS 8 -22 POT0128 B F no F A.LYP.E.#6s 05 P.E.
JR OW0114
TABLE 2: TABLE 2A:
Design Pressure(DP)and Anchor quantities Required,(tor all approved conllpursdon,on sheets 2&3) S III Height to Max.(+)DP
For comer astragal anohaoge on 90'or 1358 comer wits,see chat 11 (Water Infiltration Rating)
Tads applies to all Glass types and Door Unit Walt
the 8tlle/Astregal types shown �° 98 for 00• 14 120' 3#I Riser Height + Das n
belmx PmhW(+)OP may be 0.I" O 73- DLO L B D -7 " B- LO 1 3.71W D -15' L (Flat Of Box,see ( )
limited by Table 2A. no Group Aro or rou a rGroup Gmup nc orGrou Anchor mor Group mhor roup Sheat 17 Pressure,Psi
1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 2 3 4 )
Des Pressure +90.0 •1 0.0 + .0/•133.0 + o •12.o +90.0 -1 4.0 490.01-105.0 +Do. /-9e.o + .o •3. + o sae Flush-1-1/Y see note 3
24' 1T HeaN8111 C4N C4N CA+1 C4+7 CI+i CAN C4N C4+1 04+1104+11 C4+1104+1 C4+ +11 2I+1 12LO 04+1 COI C4+1 GN C4+1 04+1 04+1 C4+1 C4+1 I C4+1 C4+1104+1 C4+1 C4+1 CIN 04+1 Low-2-1/Y +46.67
DLOJamb 0 8 0 B 0 8 8 0 0 8 8 6 8 8 8 8 10 10 10 70 10 10 10 10 10 10 10 10 10 10 10 10
P•hook 8+7 7+8 7+8 7+6 7+8 7+8 7+e 7+8 7+6 7+e 7+6 7+e 7+8 7+6 7+6 7+8 0+D B+B 0+0 8+0 BrB 8+9 8+B 8+9 9+1019+1019+1019+10 9x10 9+10 0+10 9+10 Medium-31/4° +60.0
Design Pressure +90.0/•141.8 +90.0/493.6 +80.0/4229 +80.0/413.6 +90.0/-105.9 +80.0/-90.1 +90.0/-93.1 +67.87.67.8 High-4" +90,0
It, 23' Heodr915 Ce+1 I C5«1 I C6+2 CS+2 c5.I CBN C8+2 C5+2 C6+1 C6N C5+1 C5+1 C5+1 CS+1 06+1 C5+1 C8+1 C8+1 C5+1 C6+1 CSN C8+1 C5+1 CS«1 c5+1 Cs+1 c5+1 Ce+, C6+1 C6+1 C5+1 Cs+1 SEE NOTES 1-3
jamb mb e e to a" e e 10 e e e 10 e 6 e 10 8 10 to 10 10 10 10 10 10 10 10 10 10 10 10 10 10
PJaok 7+8 8+9 8+9 6+0 7+8 8+0 0+9 8+D 7+8 6+D 8+B 8+9 7+6 8+D 8+8 B+9 B+0 8+ O+D 6+0 8+9 9+8 0+9 B+9 D+to 8+10 BNO 9+10 9+10 W10 0+10 8+10
Design Pressure +90.0/•123.9 +80.0/•118.4 +90.0/-106.7 +90.0/•90.8 +90.0/-91.1 +65.3/-85.3 +00.0/-60.0 +713/•78.3
36' 29' M22ESM C8+2 C6+2 05+2 C8+2 C5+2 C5+2 CS+2 C5+2 CS+2 C5+2 C5+2 2 C6N CSN q+2 C5+2 CS+1 C6+1 C5+2 25+2 C8N C5 I C5+I CS+1 CSN C6+1 CSN C6+1 C5+1 Cit+1 C5+1 C5+1
OLO jamb 8 8 10 a 0 6 10 8 8 8 10 6 8 8 70 8 10 4 10 10 10 f0 10 10 10 10 10 10 10 10 /0 10
P400k 7+a 8+9 6+9 6+9 7+8 8+9 8+9 6+9 7+8 a+B 6+9 8+9 7+8 8+9 8+9 8+9 5+8 a+9 8+9 8+9 a+9 8+0 6+0I 8+8 8+10 9+10 8+10 9+10 9+1019+10!9+1018+10,
Dash nPressure +90.0/•111.6 +00.0/-104.6 +90.0/-954 +076/-87.8 +81.3/-01.9 +76.7/•76.7 +70.8/40.6 +69.6/•66.6
42" 35' Headr8111 CL-2 C5+2 Cl C5+2 C5+2 CS+2 CS+2 C6+2 C5+2 C6+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C8+2 C8+2 05+2 Cit+2 C5+2 Cit+2 C5+2 C6+1 CSN C6+2 C6+2 C5+1 CSN C5+2 Cit+
DLO Jemb 0 6 10 6 8 8 10 6 8 8 10 0 6 B 10 6 70 10 f0 10 10 10 10 10 10 10 10 0 10 ,0 10 10
P-haok 7+5 0+9 8+9 6+9 NB Beg 6+9 8+9 7+8 8+8 8+8 8+9 7+8 8+8 8+9 6+8 a+e e+D 6+8 B+B 6+0 8+9 6+9 6+0 0+10 9+10 B+10 ONO NO 9+10 B*10 0+10
Design Pressure +90.0/•102.9 +9a0/-9&0 +67.3/-87.3 +80.0/-89.0 +710/•716 +69.8/411.6 +64.0/-64.0 +60.0/-60.0
40' 41' Head/815 C5+2 C5+2 05.310-3 C5+2 C5+2 C5+2 C6+2CS+2 C6+2 C6+2 Cit+2 C6+2 C5+2 C5+2 05+2 C5+2 C8+2 C5+2 C5+2 C6+2 C6+2 C6+2 C5+2 C6+2 C6+2 CS+2 CS+2 CS+2 C5+2 C5+2 C6+2 DLO WIDTH=
DLO Jamb a I e to 1 8 e 1 e 1 tD 1 e e e to s e I e I 10 a 10 1 to 1 to 1 10 10 10 10 to 10 to 10 m to 10 10 10
P400k 7+8 8+B 6«B 8+9 7+9 8+8 5+9 8+8 T+8 B+B a+8 8+9 7+8 8+9 8+9 8+0 8+8 8+8 0+9 a+9 0+B a+9 ar0 0 0+10 9+10 9+10 9+70 D«ttl 9+10 9+1D 9+10 NOM.PANEL WIDTH-7"
Dosyn Pressure +83.0/•83-9 +77.2/•77.2 +69.8/-0a8 +63,6/-63.8
64' 4r Hesdisill C4+2 C4+2 CSr3 C6+3 C4+2 C4+2 C5+2 C5+2 C4+2 G+2 CSr2 CS+2 C4+2 61+2 C5+2 C5r2 DLO HEIGHT=
DLO Jamb e e e e 6 a 6 a e e e e 6 6 6 e DOOR UNIT HEIGHT-10.125"
PJrock s+7 7+e 7+e 7+e 7+e 7+e 7+8 7+e 7+e 7+e 7«e 7.e 7+6 7+e 7+e 7+8 Not available in these sizes
Des! Pressure +79.2/•79.2 +713/-73.3 +66.0/•6&0 +80.0/ 0
fir Headisif C4+3 C4+3 C6+3 C8+3 C4+3 C4+3 C6+3 C5+3 C4+2 C4+2 26+3 C8+3 C4+2 04+2 C5+ C5+2 PANEL HEIGHT=
DLO Jamb e e e e e e e e I e I e I e I e e 5 6 DOOR UNIT HEIGHT-1.866"
P-hook 6+7 1 7+0 1 7+8 1 7+5 7+8 741 7+8 7+5 7+e 1 7+8 1 7+8 1 7+6 1 7+8 7+a 7+6 7+6
0= EXAMPLE ON SHEET 9 PRODIJU REVISED
m enarplying with the Florida
THE FOLLOWING STILE&ASTRAGAL TYPES SHALL BE USED FOR TABLE 2,SEE SHEETS 21&22 FOR PART DIMENSIONS AND SHEETS 18&19 FOR ASSEMBLY DETAILS, be ding Dade
Actroure
Straight Astragal Lockstile @ 90°Astragal Lockstile @ 135°Astragal Lockstile @ E%pksdm
No 14-09W-43
•03
Interlock P-hook Lockstlle @Jamb Assembly Straight Astragal Assembly 90°Astragal Assembly 135'Astragal spkWbe Date
Heavy-duty Stiles Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-dutySt(le Heavy-dutySt(le Heavy-duty Stile 8,
Inside eaaY/1eYP datCaet41
Standard Astragal Outside Corner
OursComer
Comerer
Insid7= a�}J
Insidelde Cor- Corner Outside
Comer
Part 461
art#62
Part#61(x2) Part#61 Part#61 Part 67(Astragile)al)
part#61 Part#118((Corner Part#119(Out.) parts#31(&t#32 Part#61
Part#67(Astragal) Receiver) Part#120(In.) (Corn.&Fxd Mount)
NOTES:
1)POSITIVE PRESSURES IN TABLE 2 ARE BASED ON THE USE OF THE 4"SILL.
2)WHEN USING THE 2-1/2"SILL,POSITIVE WATER DP IS 46.67 PSF MAX.WHEN USING THE 3-1/4"SILL,POSITIVE WATER DP IS 60.0 PSF MAX.
WHEN USING THE 4"SILL,POSITIVE WATER DP IS 90.0 PSF MAX'(NEGATIVE PRIES.UNCHANGED).SEE TABLE 2A. OH LENGTH
3)4",'j-1/4'AND 2-1/2"SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1-1/2"SILL IS NOT AND MUST ONLY BE USED �r ..• .v;,.. ,
WHERE WATER RESISTANCE IS NOT REQUIRED.MAX.POSITIVE DESIGN PRESSURES SHOWN IN TABLE 2 MAY BE USED WHEN THE DOOR IS
�,
U c,rNS ,4I
PROTECTED BY AN OVERHANG COMPLYING WITH THE CURRENT FBC(SEE ADJACENT DIAGRAM);THIS CONDITION IS NOT RATED FOR = �I, OH RATIO z 1
WATER INFILTRATION. o '
4 SEE SHEETS 10-14 FOR ANCHORAGE SPACING,EDGE DISTANCE AND EMBEDMENT INFORMATION. 0D1n.S87U5
S DOOR SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN REQUIRED. OH LENGTH
OH RATIO=
6)JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY,DIVIDE BY 2 FOR PAIRS TO BE INSTALLED, OH HEIGHT y'•a 6 vy
SEE NOTE 3 ;
fo7a7ECI+NOit7orDaive DPANDANCHORAGE ;�:`r,'•:°ccn.lc?.•'�' ,'••
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TABLE 3: TABLE 3A:
Design Pressure(DP)and Anchor Quantities Required,(for all approved configurations on Sheets 2&3) Sill Height to Max.(+)DP
For comer astragal anchorage on 90°or 135'comer unite,sea sheat 11 (Water Infiltration Rating) II
Table applies to all Glass types and a0° 9�Door Unit Height Sill Riser Height (+)Design OH LENGTH F�
the SDIe/Astragal types shown96* (Flat or Box,sea
below.Positive(+)DP may be 69.718'DLO 73-71W DLO 79.7/8" 8 7/8' O Sheet 17) Pressure,psi
limited by Table 3A. Anchor Type Anchor Type nchorType nchorType
y 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 Flush-1-1l2° see note 3 LU OI OH RATIO 2 1
Desn Pressure + - + - + - + Low-2-1/2" +48.67 = t]
24' 1T Head/Sill CA+1 C4+1 C4+1 C4+1 04+1 C4+1 04+1 C4+1 C4+1 04+1 C4+1 C4+1 C4+1 C4+1 04+1 C40Medlum-3-1/4" +60.0 O
DLO Jamb 8 8 8 8 8 1 B B 8 8 1 B 1 6 8 8 I B B 1 9 1 High-4"
P-hook 8+7 7+8 7+8 7+8 748 7+8 7+8 7+8 7+8 1 7+8 1 7+8 1 7+8 7+8 7+8 7+8 1 7+8 SEE NOTES 13
DesignPmssure +90.0/-159,5 +90.0/-150.3 +90.0/-138.2 +90.0/-728
30' 23" Head1S111 C5+2 C5+2 C6+2 C8+2 C5+2 C5+2 C6+2 C6+2 C6+1 C5+1 CB+2 C6+2 C5+1 C5+1 C8+2!C8+2 OH LENGTH
DLO Jamb B B t0 a 8 8 10 8 88108 8 8 10OH RATIOOH HEIGHT
P-hook 8+g 9+1D 9+10 8+10 8+9 9+10 9+10 9+10 B+9 8+10 9+10 9+10 8+9 9+10 8+10 0 NOTES:
DesignPressum +90.0/-139.4 +90.0/-130.9 +90.0/-120 +90.0/-110.8
28' Head/Sill C5+2 C5+2 Ca+2 C8+2 C5+2 CS+2 CB+2 C6+2 C5+2 C5+2 CB+2 C6+2 C5+2 C5+2 C6+2 C8+2 1)POSITIVE PRESSURES IN TABLE 3 ARE BASED ON THE USE OF THE 4"SILL.
36' DLO Jamb 8 8 10 8 8 8 10 B 8 8 10 8 8 1 8 1 10 8
P-hook B+B 19+1019+1019+10 8+9 9+10 8+10 1 8+10 8+9 18+1019+1019+10 8+9 9+10 9+10 9+10 2)WHEN USING THE 2-1/2"SILL,POSITIVE WATER DP IS 46.67 PSF MAX.WHEN
Design Pressure +90.0/-125.5 +90.0/-117.6 +90.0/-107.3 +90.0/487 USING THE 3-1/4"SILL,POSITIVE WATER DP IS 60.0 PSF MAX.WHEN USING THE 4"
rL 42" 36' Head/Sill 05+2 C5+2 CB+2 CB+2 C6+2 I C5+21 CB+2 1 CB+2 C5+2 C5+2 Ca+2 Ca+2 C5+2 C6+2 CB+2 C8+2 SILL,POSITIVE WATER DP IS 90.0 PSF MAX(NEGATIVE PRESSURES UNCHANGED).
DLO Jamb B 8 10 B 8 8 to 8 B 8 10 B e a 10 8 SEE TABLE 3A.
P-hook 8+9 9+10 9+10 8+10 8+9 8+10 9+10 9+10 6+919+1019+1019+10 8+919+1019+1019+10
$ Design Presswe +90.0/-115.7 +90.0/-100 +90.0/-982 +90.0/-90 3),V,3-1/4"AND 2-1/2"SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION
48° 47" Head/SIII C5f3 C5+3 C8+3 C8+3 CS+2 C5+2 C9+3 C8+3 C5+2 C5+2 C8+2 CB+2 C5+2 C6+2 C6+2 C8+2 WHEREAS THE 1-1/2"SILL ISNOT AND MUST ONLY BE USED WHERE WATER
DLO Jamb B B 10 a e 8 10 8 8 B t0 a 8 8 10 a RESISTANCE IS NOT REQUIRED.MAX.POSITIVE DESIGN PRESSURES SHOWN IN
P-hock 8+919+1019+1019+10 a+e s+to a+10 0+10 B+9 9+10 9+10 9+10 a+e a+10 a*to 0+10 TABLE 3 MAY BE USED WHEN THE DOOR IS PROTECTED BY AN OVERHANG
Design Pressure 483/-83 +77.2/-77.2 +69.8/-89.8 +62.6/-62.6 COMPLYING WITH THE CURRENT FLORIDA BUILDING CODE(SEE ADJACENT
47" Head/Sill C4+2 C4+2 C5+3 C5f3 C4*2 C4+2 C5+2 C5+2 C4+2 C4+2 C5+2 C5+2 C4+2 C4+2 C4+2 C4+2 DIAGRAM);THIS CONDITION IS NOT RATED FOR WATER INFILTRATION,
DLO Jamb 8 B 8 B 8 8 8 8 B 1 8 1 8 1 B B8 8 a
P-hook 8+7 7+8 7+8 7+8 7+8 7+8 7+0 7+8 7+e 7+8 7+5 7+8 7+e 7+8 7+8 1 7+e
DesignPmssum + .3/-73.3 +6B -68 +8/-58 )4 SEE SHEETS 10-14 FOR ANCHORAGE SPACING,EDGE DISTANCE AND
+79.2/-8.2
80° 53° I Head/Sill C4+3 I C4+3 I C6+3 I C5+3 C4+3 C4+3 CB+3 C5+3 C4+2 C4+2 C5+3 C5t3 C4+2 C4+2 C4+2 C4+2 EMBEDMENT INFORMATION.
DLO Jamb 8 B 8 8 8 B B a a 8 8 B 8 1 8 I 8 9
-P-hock 8+7 7+8 1 7+8 1 7+8 7+9 1 7+9 1 7+8 1 7+8 7+8 1 7+8 1 7+8 1 7+5 7+6 1 7+8 1 7+6 7+8 5)DOOR SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN
FOR EXAMPLE ON USING TABLE,SEE SHEET 7. REQUIRED.
6)JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY,DIVIDE BY 2 FOR
DLO WIDTH=NOM.PANEL WIDTH-7" PAIRS TO BE INSTALLED.
DLO HEIGHT=DOOR UNIT HEIGHT-10.125° onFI ft eh Ik-
aa cling ISta�xhlf tae F'brldy
rw°die�I".de
,G3
PANEL HEIGHT=DOOR UNIT HEIGHT-1.868" AccepiLSt No IG-OZJ
Eapiraelaa a%e.i��•�
THE FOLLOWING STILE&ASTRAGAL TYPES SHALL BE USED FOR TABLE 3 SEE SHEETS 21&22 FOR PART DIMENSIONS AND SHEETS 18&19 FOR ASSEMBLY DETAILS.
Straight Astragal Lockstile@ 90'Astragal Lockstile@ 135'Astragal Lockstile@
Interlock P-hook Lockstile @Jamb Assembly Straight Astragal Assembly 90'Astragal Assembly 135'Astragal
Heavy-duty Stiles Heavy-duty Stile Heavy-dutyStlle Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile
Heavy-duty Astragal OutsideComer" Outside Inside
CornCorns
er
Inside
InsideCor Corner Outside �a�.•• 1/!!;:;.
Corner
Part#62(Stile) Part#61(Stile) Part#119(Out.) Part#61(Stile) ;
Part#61(x2) Part q61 Part#61 part#68(Astragal) Part#61 Part#118(Corner Part#120(In.) Parts#31  Part#61 No.E870c _
Receiver) (Corn.&Fxd Mount)
Lt 6 Fi !6 t�-
'STATE ,<' 4,
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JR 07/217/14
new CERT.OFAU7N.92MO 1�37. SG6670 NTS 8 m 22 PGTt)iZB B P.E.#58705
NO FRAME '7+8"P-HOOK ANCHORAGE CONSISTS OF: SEE"C5"CLUSTER
JAMB (7)P-HOOK ANCHORS, MAX.UNIT WIDTH DETAILS,SHEET 10
SEE SEE"C5"CLUSTER
SPLICE REQUIRED @ (PERPENDICULAR TO GLASS SEE"C5"CLUSTER DETAILS, FOR ASTRAGAL
EXTERIOR PLANE SEE TABLE 2,SHEET 7 DETAILS,SHEET 10 FOR REQUIRES"C6" SHEET 10 FOR INTERLOCK 24"MAX.O.C.
NOTE, POCKETS ) INTERLOCK CLUSTER,SEE
THIS AND 60"NOM. DETAILS,SHEET 11 x x
SHEET SEE POCKET (8)P-HOOK r---_-___ _ x xPANELWIDTH x z x x 6.
JAMB MOUNTING I x x x x x x x x x x
INSTALLATION, ADAPTER I 6" �( x x x x x x x x x x
THIS SHEET I L a x x+
ANCHORS MIDWAY I 3"MAX. 4 PAIRS OF
ID
!r 8 SHEET 14 BETWEEN P-HOOK
ANCHORS&AT V' I II o x=FRAME XANCHORS
FROM TOP& j ®i I I j ANCHORS 96" (TOTALS
BOTTOM I o 14" o UNIT 21"MAX ANCHORS)
MAX.O.C.' ' 1 HEIGHT O.C. PER JAMB
4.051" ,VMAX.TO OPENING m� ®I , 14"MAX.O.C. n o=P-HOOK (SEE JAMB
EDGE OF POCKET SEE u�q Ic, O ANCHORS x x
II IDETAIL
INSTALLATION ion ® IoI Z BELOW)
DETAILS'JC'&'KC', m o=P-HOOK
END PANEL SHEET 14&PART i I®I I I MOUNTING x
ANCHORAGE DETAILS'J'&1C, ti lj�j®Jj IoI 1MAX. ADAPTER x
low
24"MAX. (2 ANCHORS) SHEET 19 FOR I ANCHORS
O.C. L____ 8°MAX. - x x xx �
P-HOOK
°+2" ANCHORS x x x - x x x x x x+
END PANEL
ANCHORAGE END PANEL x' x x x x x x x x x x' 6"MAX. ANCHORAGE(SEE
ANCHORAGE x' x x x x " x' 2^ SKETCH BELOW)
(SEE SKETCH BELOW) "+2" "+2" "+2" ANCHORAGE "+2" I
CENTERLINE 8"MAX.,TYP. ANCHORAGE ANCHORAGE ANCHORAGE ANCHORAGE
OF PANEL 1 2.04"
24"MAX. EXAMPLE'5-PANEL 2 TRACK 90"OUTSIDE CORNER-pXXIXXO-EXT.MOUNT POCKET ANCHORAGE PLAN: I
..D.C. 160"X 96"NOM.PANELS,ANCHOR GROUP 3 IN CONCRETE SUBSTRATE(SEE TABLE 2,SHEET 7) 6" SPLICE NOTE:
NONSTRUCTURAL
ANCHORAGE EXAMPLE NOTES: I
•� ANCHORS MAY BE ADDED
1)APPROVED ANCHORS:SEE TABLE A,SHEET 1
2)ANCHOR LOCATION SPACING FOR ANCHOR QUANTITIES SPECIFIED IN TABLES 1.3,SHEETS 6-8: AS NEEDED TO ALIGN THE
EXTERIOR HEAD OR SILL IF A SPLICE
80" J CENTERLINE OF HEAD&SILL:8"MAX.FROM FRAME CORNERS.USE SPECIFIED CLUSTER FROM 21" OCCURS AT THE P-HOOK.
NOM. •+ INTERLOCK APPROPRIATE TABLES,SHEETS 6.8 AT EACH INTERLOCK AND STRAIGHT AND CORNER MAX, 17
PANELSEE"C5"CLUSTER ASTRAGAL LOCATION,PLUS SPECIFIED QUANTITY OF ADDITIONAL INTERMEDIATE O.C.
WIDTH DETAILS,SHEET 10 ANCHORS PER PANEL. ADDITIONAL ANCHORS 24"O.C.MAXIMUM.
FOR INTERLOCK ANCHORS AT THE MIDPOINT OF END PANELS ARE ONLY _ 'R--t- 5.64" as co rplyinq wily the Floud►
boding
"+2"ANCHORAGE REQUIRED IF THE O.C.DISTANCE TO THE NEXT ANCHOR Accq,gece No Z 03
CLUSTER IS OVER 24",OTHERWISE ANCHORS ARE NOT f Ev4eeiw 6•Ie
6"Mme'
3.5" REQUIRED AS PER THE FIGURE AT RIGHT:
CENTERLINE JAMBS&P-HOOKS:6"MAX.FROM BOTTOM,21"MAX.ANCHOR PAIR O.C.(JAMBS),14"MAX.ANCHOR �2 TRACK `
OF PANEL 2 O.C. (P-HOOK)UTILIZING ANCHOR QUANTITIES FROM APPROPRIATE TABLES,SHEETS 6-8. SEE FRAME JAMB
P-HOOK ANCHOR DETAILS ON SHEET 14. ANCHOR PAIR
"+2"ANCHORAGE
REQUIRES SEE°C5"CLUSTER END PANEL
CENTERLINE CENTERLINE
CLUSTER,SEE OF DETAILS,SHEET 10 OF ANCHORAGE
• I DETAILS,SHEET 11 FOR ASTRAGAL (2 ANCHORS) g"
INTERLOCK ASTRAGAL
i4.051" ,—I 3.5. I MAX. � t,ttllirt
• • • • • • `, 1p\...,.Ply X1/1.^�i�
.'r
a _ - -
EXTERIOR CENTERLINE •+2"ANCHORAGE CENTERLINE "+2"ANCHORAGE CENTERLINE _ � _
OF PANEL 3 OF PANEL 4 OF PANEL 5
SEE SHEET 11 FOR OTHER INTERMEDIATE ANCHORS �:'•, ��
ti
10?0TWHlV0L00YDR a ANCHORAGE SPACING$EXAMPLE PLANS �, rr;tD?•..•j f;�;,:
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ASTRAGAL O W DIAG.
ASTRAGAL OR SPLICE ED ON ASTRAGAL OR I (FOR SPLICE SPLICE LOCATION 2.04"
INTERLOCK IF NEEDED INTERLOCK•�I CONDITION,USE ERLOCK EDED 2.04"
CENTERLINE I CENTERLINE "C6"CLUSTER DET L CENTERLINE
3.5" 1.75' EXTERI B"DIAG.
7" 7" 3.5" 21°
1.75"
"DIAG MAX.
O.C. EXTERIOR
.04' 2.0 2.04 21"
5.84" MAX.
EXTERIOR 3'6" 7" EXTERIOR 4"DIAG. 7" TERIO 7 3.5" O.C.
J 1 7" 6"MAX.
v 2-TRACK FRAME HEAD/SILL 2 TRACK FRAME HEAD/SILL 2-TRACK FRAME HEAD/SILL 5.84"
(a)ASTRAGAL OR INTERLOCK CLD ASTRAGAL OR INTERLOCK CC ASTRAGAL OR INTERLOCK 2-TRACK
(USE WHERE 4 CLUSTER (USE WHERE 5 CLUSTER (USE WHERE 6 CLUSTER FRAME JAMB 6°MAX
ANCHORS ARE REQUIRED,'C41 ANCHORS ARE REQUIRED,"C5") A HORS ARE REQUIRED,'C61 ANCHOR PAIR
F4-TRACK
ASTRAGAL OR SPLICE LOCATION AS TRA OR (FOR E ASTRAGAL ORSPLICE LOCATION 8'DIAG. FRAME JAMB
INTERLOCK•►-IF NEEDED INTERLOCK DITION,USE INTERLOCK-1 NEEDEDEXTERIOR ANCHOR PAIR
CENTERLINE I CENTERLINE "C6"CLUSTER DETAIL) CENTERLINE 3.5- 2.04"
3.5" 7"
ANCHORS MAYBE INSTALLED
o I 21" EITHER IN THE EXT.OR INT.
2.04" 4"DIAG. MAX. TRACK(INT.SHOWN)
4.08" 4.08" O.C.
2.04'
5,64" NOTES;
EXTERIOREXTERIOR 4"DIAG. EXTERIo 3.5" 1.ALL DIMENSIONS SHOWN
7" 7^ 3 5" ARE BASED ON MIN.
3 TRACK FRAME HEAD/SILL v 3-TRACK FRAME HEAD/SILL 3-TRACK FRAME HEAD/SILL 6"MAX' ALLOWED.
(cASTRAGAL OR INTERLOCK (a)ASTRAGAL OR INTERLOCK A ASTRAGAL OR INTERLOCK �� 2.FOR HEAD OR SILL SPLICE
(USE WHERE 4 CLUSTER (USE WHERE 5 CLUSTER (USE WHERE 6 CLUSTER I 3-TRACK FRAME JAMB LOCATIONS/ANCHORAGE AT
ANCHORS ARE REQUIRED,"C4') ANCHORS ARE REQUIRED,"C5") ANCHORS ARE REQUIRED,"C6") ANCHOR PAIR P-HOOK SEE SHEET 9.
ASTRAGAL OR SPLICE LOCATION ASTRAGAL OR II ASTRAGAL (FOR SPLICE FOR SPLICED CONDITIONS ONLY: vIsen
FOR SPLICE
INTERLOCKIF NEEDED INTERLOCK�i ( INTERLOCKCK►I CONDITION,DO NOT ueo,aplyinywilY WeFloeSth
CONDITION,USE USE THIS DETAIL) SPLICE LOCATION �Im(�".d.
CENTERLINE I CENTERLINE I "C6"CLUSTER DETAIL) CENTERLINE IF NEEDED AmpgmnExpkatlesao<< Z •-o 3
1.75" 3.5" 3.5"
I 3.5" 3.5" 7'
otaM aCnaid
2.04" 4"DIAG. 2.04" 24-DIAG. 2.04"
2.04" 5.37"DIAG. 4"DIAG.
4,08"
4"DIAG. I 2.04'
EXTERIOR EXTERIOR 7" EXTERIOR 7" 3.5" :�'+a�'_.•'L}f,Ghi,,:'••::`j•
,5 4-TRACK FRAME HEAD/SILL ID 4-TRACK FRAME HEAD/SILL V 4-TRACK FRAME HEAD/SILL P
QASTRAGAL OR INTERLOCK INTERLOCK AASTRAGAL OR INTERLOCK INTERLOCK @ASTRAGAL OR INTERLOCK W-- 58703 -
(USE WHERE 4 CLUSTER (USE WHERE 5 CLUSTER (USE WHERE 6 CLUSTER ANCHORS ARE REQUIRED,"C6") �-
ANCHORS ARE REQUIRED,"C4") ANCHORS ARE REQUIRED,"CS") WITH 8 WITHOUT SPLICE CONDITION 6 g 6 �u
1070TEMNOLOGYDRIVE ANCHORAGE EXAMPLE CLUSTERS ''••''• L�j�!D�:••,r:,?•:
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Rftw I941P8011600 SERIES 670 ALUM.SGD-NON-IMPACT
"""' "lo' ". A.LYNN MILLER,P.E.
JR 0720/14 aroma a"� CERT.OFAU7N.#20M ® SODS70 NTS f0 22 PGT0128 B P.E.#58705
2.04" 2.04' INTERIOR 2.04° INTERIOR 2.04" NOTES:
INTERIOR INTERIOR 7- 1.ALL DIMENSIONS SHOWN
4"DIAG. 4°DIAL. 8.94" ARE BASED ON MINIMUM
6.12" 6.12" 3.5" 3.5" ALLOWED.
INTERIOR 7 INTERIO INTERIOR 2.DETAILS DEPICT ANCHOR
INTERIOR 1 ° 1 ° QUANTITY AND SPACING,
90° 3. " 90° 3. " EXTERIOR
11 AND WOULD BE IDENTICAL
7EXTERIOR EXTERIOR 4"DIAG. 4"DIAG. FOR EXTERIOR OR INTERIOR
CORNER CONFIGURATIONS.
3.5" 4" 3.5" 4" 3.5" 3 " 4- EXTERIOR "+1"ANCHOR
2.04" EXTERIOR 2.04" 711 2.04° EXTERIOR 4" 2.04" 7" 8.94"
EXTERIOR
90°CORNER 90°CORNER 135'-CORNER 135°CORNER
2-TRACK FRAME HEAD/SILL 2-TRACK FRAME HEAD/SILL 2-TRACK FRAME HEAD/SILL 2-TRACK FRAME HEAD/SILL CENTERLINE
(USE WHERE 4 CLUSTER (USE WHERE 5 OR 6 CLUSTER (USE WHERE 4 CLUSTER (USE WHERE 5 OR 6 CLUSTER OF PANEL
ANCHORS ARE REQUIRED,"M ANCHORS ARE REQUIRED,"CB") ANCHORS ARE REQUIRED,"� ANCHORS ARE REQUIRED,"C6")
4.08"
"+2'ANCHOR
II�RIOR INTERIOR
EXTERIOR 4.08"
1+1°ANCHOR 2.04"
4" 7.41" 4"DIAG.
INTERIOR INTERIOR
135° 3.5•
90° 7" I _ CENTERLINE
3 EXTERIOR f OF PANEL
3.5'
4.08" 4.08" "+3"ANCHOR
5.37"D G. 5.37" G. 7"
CENTERLINE
42 04"
"
4 OF PANEL
3.5" 3.5° 4"DIAG.
EXTERIOR 7" E%TERIOR 7" 4- INTERIOR ALS "+21 ANCHOR °3.5"
90°CORNER 135°CORNER EXTERIOR
R VIEWS
3-TRACK FRAME HEAD/SILL 3-TRACK FRAME HEAD/SILL V CENTERLINE
("CB"ANCHOR CLUSTER REQUIRED ("C6"ANCHOR CLUSTER REQUIRED OF PANEL
AT ALL 3-TRACK CORNERS) AT ALL 3-TRACK CORNERS) 4°DIAG. 2-TRACK FRAME HEAD/SILL
INTERMEDIATE ANCHOR LAYOUT
INTERIOR 6.12" INTERIOR 2.04" PROUtiCrREVISKU
2.04" .12" 3.5" b WAIInX C4&Im iSe Re11d6
4" EXTERID 5.88" CENTERLINE FacPI'&6"Dslte/`�� 3
INTERIOR OF PANEL
INTERIOR 90 4" 3,5" 135° "+3°ANCHOR i I I, �� \-
A .
7' 2.04"
6.12" 4"DIAG. 6.12" 4.08"
7" EXTERIOR
lllli
2.04" r3.5" 4"' 4"DIAG. EXTERIOR3 5. 4" 3.5' I CENTERLINE {�r�v• 1 Nil F%`•
E%TERIOR 2.04" �OFPANEL :',iS,•' �1C•EI•I cfi'•.rFs/`i
90°CORNER 135*CORNER
4-TRACK FRAME HEAD/SILL 4-TRACK FRAME HEAD/SILL 4-TRACK FRAME HEAD/SILL hk 58-'op
("C8"ANCHOR CLUSTER REQUIRED ("98"ANCHOR CLUSTER REQUIRED INTERMEDIATE ANCHOR LAYOUT
AT ALL 4-TRACK CORNERS) AT ALL 4-TRACK CORNERS
(3-TRACK SIMILAR)
10707ECHNOLOGYDRIM ANCHORAGE EXAMPLE CLUSTERS �••"`•``zoo.... '••ti;�
' N.VENICE,FL 91775 lee •'')•rI�i;��.,:�y�•..
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-
cm� e� m.le ure - R.r. A.LYNN MILLER P.E.
R' X14 CERT.OFAUTH.d28798
RIT SOD-870 NTS 11 22 PGT0128 B P.E?58705
INSTALLATION DETAILS EMBEDMENT:SEE TABLE A,SHEET 1 EMBEDMENT:SEE TABLE A,SHEET 1 MIN.OF 3 THREADS BEYOND
EDGE DISTANCE:
EDGE DISTANCE: EDGE DISTANCE: THE METAL SUBSTRATE
SEE TABLE A,SHEET 1 SEE TABLE A,SHEET 1 SEE TABLE A,SHEET 1
2-1/16"' 2-1/16"• 2-1/16°" NOTES:
EXTERIOR 1/4" 1/4" 1/4" 1.ALL DIMENSIONS
rrj o MAX, o MAX. SHOWN ARE BASED
SHIM EXTERIOR SHIM EXTERIOR SHIM ON MIN.ALLOWED.
i 2.METAL OR WOOD
EMBEDMENT: T r 1 a SUBSTRATES MAY BE
SEE TABLE A, JJ USED FOR ALL FRAME
SHEET 1 TYPES PER TABLE A,
WOOD ANCHOR TYP., 2X WOOD WOOD ANCHOR TYP., METAL TYP., SMS ANCHOR TYP.,
2X WOOD SHEET 1.
TYP.,SEE ANCHOR SEE ANCHOR NOTES TYP.,SEE ANCHOR SEE ANCHOR NOTES SEE ANCHOR SEE ANCHOR NOTES
NOTE 3,SHEET 1 &TABLE A,SHEET 1 NOTE 3,SHEET 1 &TABLE A,SHEET 1 NOTE 4,SHEET 1 &TABLE A,SHEET 1
2-TRACK FRAME HEAD 3-TRACK FRAME HEAD 4-TRACK FRAME HEAD 'DIAGONAL O.C.L
®w WOOD INSTALLATION WOOD INSTALLATION �METAL INSTALLATION MIN 4"(HEAD&SILL)
OR 6"(JAMB)SEE
WOOD ANCHOR TYP., 2X WOOD WOOD ANCHOR TYP., 2X WOOD SMS ANCHOR TYP., MEAL TYP., DETAILS,SHEETS 10&11.
SEE ANCHOR NOTES TYP.,SEE ANCHOR SEE ANCHOR NOTES TYP.,SEE ANCHOR 4&T
NOTES SEE ANCHOR
&TABLE A.SHEET 1 NOTE 3,SHEET 1 SEE &TABLE A,SHEET 1 NOTE 3,SHEET 1 SEEHEET 1 NOTE 4,SHEET 1
SEE ANCHOR ANCHOR ANCHOR MIN.OF 3 THREADS BEYOND
NOTE 5,SHEET NOTE 5, NOTE 5, THE METAL SUBSTRATE
1(1/4'MAX.) ..,_ 1 SHEET 1 w•y:. 1 SHEET 1�
T (1/4"MAX.) :,,.. r.. _.. 1 (1/4'MAX) TT ,EXTERIOR I EXTERIOR EXTERIOR I EMBEDMENT:SEE
TABLE A,SHEET 1
2-1/16"" 2-1/16"" 2-1/1EDGE DISTANCE:
EDGE DISTANCE: EDGE DISTANCE: SEE TABLE A,SHEET 1
L -11
SEE TABLE A,SHEET 1 SEE TABLE A,SHEET 1
EMBEDMENT:SEE TABLE A,SHEET 1 EMBEDMENT:SEE TABLE A,SHEET 1
TALLALATA
WOOD INSTALLATION w WOOD INSTALLATION METL INSTALLATION
ON
EMBEDMENT:SEE
TABLE A,SHEET 1
EMBEDMENT:SEE /RORUC rREvt6co
TABLE A,SHEET 1 EDGE DISTANCE: �^p ftwhh toe FJ-,lda
SEE TABLE A, A"Voucce No -D P 6,3
EMBEDMENT:SEE METAL TYP., SHEET 1 gy,l ,p kit a
TABLE A,SHEET 1 - I EDGE DISTANCE: SEEANCNOTE 4,SHEER 6
EDGE DISTANCE: O SEE TABLE A, y�1 Pratede
2X WOOD SEE TABLE A, 2X WOOD SHEET1
TYP.,SEE ANCHOR SHEET1 TYP.,SEE ANCHOR 2-1/16"
NOTE 3,SHEET 1 NOTE 3,SHEET 1
SMS ANCHOR TYP.,
2-1118"' SEE ANCHOR NOTES
WOOD ANCHORTYP., 2-1/16"' &TABLE A,SHEET 1
SEE ANCHOR NOTES WOOD ANCHOR TYP., MIN,OF 3
&TABLE A,SHEET 1 SEE ANCHOR NOTES THREADS
&TABLE A,SHEET 1 EXTERIOR BEYOND THE ��� 1�YNM q.//�
EXTERIOR I O EXTERIOR �1, METAL `� \'��.•'`.EN;,E '•eF�P
1/4'MAX.SHIM F� 1/4'MAX.SHIM �I I-"– v SUBSTRATE
1/4°MAX.SHIM Imo– g N0.56705
2-TRACK FRAME JAMB da 3-TRACK FRAME JAMB ja 4-TRACK FRAME JAMB
Gw WOOD INSTALLATION Hw WOOD INSTALLATION kjwl METAL INSTALLATION =
ey. wa: wwwu• cae>oee
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JR 02/20/14 A.CVNE.#58 05 p.E.
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NTS 12 d 22 PGT0128 B P.E.k58705
INSTALL AT EMBEDMENT:SEE TABLE A,SHEET 1 EMBEDMENT:SEE TABLE A,SHEET 1 NOTES:
EDG IST CE:SEE EDGE DISTANCE: EDGE DISTANCE: 1.ALL DIMENSIONS
CONCRET CONCRETE SEE TABLE A,SHEET 1 CONCRETE SEE TABLE A,SHEET 1 SHOWN ARE BASED
PER TA E TABLE A, E T 1
A,SH T 1 2-1 PER TABLE 2-1/16"• PER TABLE 2-1/16"• ON MIN,ALLOWED.
• A,SHEET 1 A,SHEET 1 1/4"
XT� :. OR 6"(J NAB)SEE ,
s:,:'..j•. I +,:'.::".y '?:.`,.:ti �:•.:r',':..:,. .. � SHIM MIN 4"(HEAD&SILL)
1 7T1' OR 6"(JAMB)SEE
1/4" EXTERIOR •• LS,SHEETS
EMBE MENT: 1/4' EXTERIOR L MAX 1 0&11.
SEE T BLE A, M
S ET 1 SHI SHIM
PROP LY SECURED 1X CONCRETE ANCH R TYP., PROPERLY SECURE71XCONCRETE ANCHOR TYP., PROPERLYSECURED1XTSaEE
ETE ANCHOR TYP.,
WOOD CK TYP.,SEE SEE ANCHOR NO S& WOOD BUCK TYP.,SANCHOR NOTES& WOOD BUCK TYP.,SEE CHOR NOTES&
ANCHOR NO 3,SHEET 1. TABLE A,SHEET ANCHOR NOTE 3,SHEET 1 TABLE A,SHEET 1 ANCHOR NOTE 3,SHEET 1 TABLE A,SHEET 1
2-TRACK FRAME HEAD 3-TRACK FRAME HEAD EN 4-TRACK FRAME HEAD
Ac CRETE INSTAL ION Bc CONCRETE INSTALLATION \Sj CONCRETE INSTALLATION
CONCRET CHOR TYP., PERLY CURED 1X CONCRETE ANCHOR TYP., PROPERLY SECURED 1X CONCRETE ANCHOR TYP., PROPERLY SECURED 1X
SEE CHOR NOTES& WO BUCK .,SEE SEE ANCHOR NOTES& WOOD BUCK TYP.,SEE SEE ANCHOR NOTES& WOOD BUCK TYP.,SEE
TABLE A,SHEET 1 ANCHO OTE 3,S ETI TABLE A,SHEET 1 ANCHOR NOTE 3,SHEET 1 TABLE A,SHEET 1 ANCHOR NOTE 3,SHEET 1
SEE A HOR SEE NCHOR SEE ANCHOR
NOTE 5 HEET NOTE 5, NOTE 5,
1(1/ "MAX.) SHEET 1 SHEET 1
( (114MAX.) - j (1/a"
ERIO _..1. EXTERIOR '.,.' '2' -r• EXTERIOR
2.1/16"' �2-1116 CONCRETE
2-1116"
PER TABLE
EDGE DISTANCE: CON ETE EDGE DISTANCE: CONCRETE EDGE DISTANCE: A,SHEET 1
E TABLE A,SHEET 1 PER LE SEE TABLE A,SHEET 1 PER TABLE SEE TABLE A,SHEET 1
E EDMENT:SEE TABLE A,SHEET 1 A,SH ET 1 EMBEDMENT:SEE TABLE A,SHEET 1 A,SHEET 1 EMBEDMENT:SEE TABLE A,SHEET 1
2-TRACK FRAME SILL 4a 3-TRACK FRAME SILL ®4-TRACK FRAME SILL
Dc CONCRETE INSTALLATION Ec CONCRETE INSTALLATION Fc CONCRETE INSTALLATION
EMBEDMENT:SEE
TABLE A,SHEET 1
EMBEDMENT:SEE o rsev}ce
EDGE DISTANCE: Pj emPlyfag wBh'6e Fln�ic9�
TABLE A,SHEET 1 -�i SEE TABLE A, Ab"n &d`
EDGE DISTANCE: PROPERLY SECURED " '°"NO IL�o3
BEDMENT:SEE CONC./CMU ANCHOR SEE TABLE A, 1X WOOD BUCK TYP., SHEET 1 E�P}rm•ba Ifs}�
ABLE A,SHEET 1 —`1 TYP.,SEE ANCHOR SHEET 1 SEE ANCHOR NOTE 3, �•-
EDGE DISTANC NOTES&TABLE A, SHEET 1 nd•etCashd
PRO ERLY SECURED y'
1X OOD BUCK TYP., SEE TABLE A, SHEET 1 2-1/16"
SEE ANCHOR NOTE 3, SHEET 1 CONCJCMU ANCHOR 2-1H6°
SHEET 1 TYP.,SEE ANCHOR
CO ./CMU ANCHOR 2-1/16"' ROP LY SECURED NOTES&TABLE A,
X WO D BUCK TYP., +' SHEET 1 CONCRETE
SEE ANCHOR S E AN HOR NOTE 3, CONCRETE
N TES&TABLE
A, OR CMU OR CMU
EXT to SPER TABL
HEET 1 OR CMUETE EXTE IOR SHEET 1 :,' PER TABLE EXrE-RIOR q SHEET E
I PER TABLE 'r,: A,SHEET 1CONCR �•,.•v`OcNyg ' .•�'
MAX.SHIME� A SHEET 1 1/4"MAX.SHIM - 1+—
1/4"MAX.SHIM If `.p tdc_GV05
2-TRACK FRAME JAMB da 3-TRACK FRAME JAMB da 4-TRACK FRAME JAMB = a
Gc CONCRETE/CMU INSTAL LAT11He CONCRETE/CMU INSTALLATION Ic CONCRETE/CMU INSTALLATION '" •. S r b
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ii 02,20114 eERr oFaun+v162se ® sco s7o NTS 13 d 22 PGT0128 B REN 58705
INSTALLATION DETAILS NOTES:
1.ALL DIMENSIONS
FRAME JAMB SHOWN ARE BASED
REQUIRED AT ALL ',•.; 2.693"MIN. ON MIN.ALLOWED.
INSIDE POCKETS EDGE
EMBEDMENT:SEE TO PREVENT DISTANCE 2.FIGURES ON THIS
WOOD FRAMING TABLE A,SHEET 1 P-HOOK MOUNTING ADAPTER WATER SHEET ARE FOR
WOOD ANCHOR TYP., INFILTRATION CONC./CMU ILLUSTRATIVE
SEE ANCHOR NOTES 32ANCHOR TYP.,SEE PURPOSES ONLY.SEE
EMBEDMENT: &TABLE A,SHEET 1 26 ANCHOR NOTES& TABLE A,SHEET 1 FOR
SEE TABLE A, +! TABLE A,SHEET 1 ALL APPROVED
(ALSO SEE TYP.
2B ...r' SUBSTRATES.
SHEET 1 ILLUSTRATION,SHEET 9) 1-1/4'MIN.EDGE DISTANCE
DISTANCE:SEE -�', : .,'.: EXTERIOR 3.SEE TABES 1 3,
ABLE A,SHEET 1 EMBEDMENT: " SHEETS 6 8 FOR
SEE TABLE A, . P-HOOK MOUNTING
REQUIRED P-HOOK
ZeSHEET 1 ADAPTER CONCJCMU AND P-HOOK
PHOOK WOOD ANCHOR TYP.,
EXTERIOR ANCHOR TYP.,SEE MOUNTING ADAPTER
SEE ANCHOR NOTES V P-HOOK ANCHOR NOTES&TABLE ANCHOR QUANTITIES.
&TABLE A,SHEET 1 CONCRETE OR EMBEDMENT:SEE A,SHEET 1 ALSO SEE EXAMPLE
(ALSO SEE TYP. CMU PER TABLE ON SHEET 9.
2.693"MIN. A,SHEET 1 TABLE A,SHEET 1 (ALSO SEE TYP,
ILLUSTRATION,SHEET 9) EDGE DISTANCE ILLUSTRATION,SHEET 9)
®P-HOOK FOR USE WITH FLAT SILL RISERS ®P-HOOK FOR USE WITH FLAT SILL RISERS
h+ PARTS#18,#20,#22 OR#24, Jc PARTS#18,#20,022 OR#24,
WOOD INSTALLATION EXTERIOR MOUNT SHOWN, CONCRETE/CMU INSTALLATION INTERIOR MOUNT SHOWN,
(SEE TABLES 1A,2A&3A MAY ALSO BE INSTALLED IN (SEE TABLES 1A,2A&3A MAY ALSO BE INSTALLED IN
FOR WATER RATINGS) INTERIOR CONDITION FOR WATER RATINGS) EXTERIOR CONDITION
METAL TYP., P-HOOK MOUNTING
SEE ANCHOR P-HOOK MOUNTING CONCRETE OR EMBEDMENT:SEE ADAPTER CONCJCMU
EMBEDMENT:SEE CMU PER TABLE
NOTE 4,SHEET 1; ADAPTER SMS TABLE A,SHEET 1 ANCHOR TYP.,SEE I
MIN.OF 3 THREADS TABLE A,SHEET 1 ANCHOR TYP.,SEE AANCHOR NOTES&TABLE
,SHEET 1 �
BEYOND THE METAL ANCHOR NOTES A,SHEET 1
SUBSTRATE 28 &TABLE A,SHEET 1 EMBEDMENT: :' '~' ""' ' (ALSO SEE TYP.
(ALSO SEE TYP, ILLUSTRATION,SHEET 9)
ILLUSTRATION, SEE TABLE A,
SHEET 1 28
EMBEDMENT: SHEET 9) PRonucrsEVlM
SEE TABLE A, DISTANCE:SEE t'.' yH s •!., ,A e "*�d"ROet6a
SHEET 1 : 1-1/4"MIN.EDGE DISTANCE
TABLE A,SHEET 1 Aecegwa No o t o3
30 30• Eapr��WAn{Mu ui
P-HOOK SMS ANCHOR TYP., EXTERIOR P-HOOK CONC./CMU I EXTERIOR
SEE ANCHOR NOTES ANCHOR TYP.,SEE !1,
&TABLE A,SHEET 1 ANCHOR NOTES&TABLE ==
Lvv
(ALSO SEE TYP. 2.693"MIN. A,SHEET 1 2.693"MIN.
ILLUSTRATION,SHEET 9) EDGE DISTANCE (ALSO SEE TYP. EDGE DISTANCE
ILLUSTRATION,SHEET 9) 1
®P-HOOK FOR USE WITH BOX SILL RISERS ®P-HOOK FOR USE WITH BOX SILL RISERS �����I ,•rytd/. �f'!•
Kw PARTS#19,#21,#23 OR#25, Kc PARTS#19,#21,#23 OR#25,
METAL INSTALLATION EXTERIOR CONCRETE INSTALLATION EXTERIOR NSF''•:'�
(SEE TABLES 1A,2A&3A MOUNT (SEE TABLES 1A,2A&3A MOUNT ti ,�,: '•._i
FOR WATER RATINGS) ONLY FOR WATER RATINGS) ONLY -.t tlo x705
1070 T VEICH�,�RNE ANCHORAGE DETAILS ?nc,; F�
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JR OZ/20/14 a� CERT..OFAUTH.M2M6 ® GS D670 NTS 14 m 22 a PGTO128 B A�LYP.E.It 58705 P.E.
CONFIG. EXAMPLES
MAX.UNIT
WIDTH MAX.UNIT WIDTH
MAX NOM,PANEL WIDTH
HEADER DETAIL'N, DLO_ TYP.PER TABLES 1-3
SHEET 18;INSTALLATION WIDTH INTERIOR
DETAILS'A%V&Ac',
SHEETS 12&13 EXTERIOR
PANEL PANEL PANEL so,
TYPE TYPE PANEL CORNER DETAIL'N2',
TYPE as. 'AS' TYPE SHEET ID&CORNER
w .1c ANCHORAGE SHEET 11
NOM. I NIT
MAX. PANEL h MAX. HEIGHT INTERLOCK DETAIL
PANEL OLD
HEIGHT WIDTH TYP. HEIGHT PER 'M',SHEET 19
—SEE PER TABLES EMRIOR INTERIOR
NOTE 2 TABLES 1-31.3
4p JAMB DETAIL'G3,SHEET
x x
X ill:INSTALLATION DETAIL
X 'GW&'Ge,SHEETS 12&13
SILL DETAIL'D',SHEET 18;.r 110*
INSTALLATION DETAILS EXAMPLE:90'INSIDE CORNER,4 PANELS-XXIXX
'DW&'Dc',SHEETS 12&13
SILICONE
BY OTHERS
DLO WIDTH=NOM.PANEL WIDTH-7"
A X =
DLO HEIGHT=DOOR UNIT HEIGHT-10.125"
PANEL HEIGHT-DOOR UNIT HEIGHT-1.888°
#10 x I-lir #8 x 1"
PRouticrEtEVIS91)
PH SMS PH sms as comply ,*k ft lb
tidC
kiw4o>t Cafe
PANEL CORNER FRAME CORNER
DETAIL DETAIL
NOTES:
w/
1}SEE SHEET 17 FOR INDIVIDUAL PANEL CONFIGURATIONS AS APPLICABLE.SEE DP/ANCHOR TABLES,SHEETS 6-8 FOR MAX.
PANEL HEIGHT AND WIDTH.SEE SHEETS 18&19 FOR SECTION DETAILS AND SHEETS 12-14 FOR INSTALLATION DETAILS.
2)(1)LOCK(ITEMS 76&107-110)AT EACH LOCKSTILE,LOCKING INTO KEEPER(ITEM 103)AT FRAME JAMB OR ASTRAGAL,
7115
3)PLEASE SEE APPLICABLE ASTRAGAL&INTERLOCK COMBINATIONS PER DPIANCHOR TABLES,
10M TECHNOWOYDRM ANCHORAGE DETAILSIEXAMPLE ELEVATIOlY STA.74:of�
K.VMWCF�FL 34V$ ORPF,
vw (Xl)4Wl4W �ERIESS 670 ALUM.SGD-NON-IMPACT
JRA Q220/t4 Ir A.LYNAMLLtR P.E.
Mr.OFAvni.#2gm 15 -22 B REN 58705
CONFIG. EXAMPLES INTERLOCK DETAIL FOR ALL DETAILS ON THIS SHEET,SEE NOTES ON SHEET 15
M',SHEET 19 OPERABLE JAMB DETAIL'G3',SHEET 18;
)(J INSTALLATION DETAILS'Gw'&'Gc',SHEETS 12&13 MAX
/FIXED JAMB DETAIL'G2', ASTRAGAL HEADER DETAIL'A',SHEET HEADER DETAIL W,SHEET 18; DLO JAMB DETAIL'G3',SHEET
SHEET 18;INSTALLATION DETAILS'L1'& 18;INSTALLATION DETAILS INSTALLATION DETAILS'Aw'&'Ac', WIDTH 18;INSTALLATION DETAILS
DETAILS'Gw'&'Gc', L2,SHEET 19. 'Aw'$'Ac',SHEETS 12&13 SHEETS 12&13 TYP '�'Gw'&'Gc',SHEETS 12&13
SHEETS 12&13 9D`
�- � EXTE IOR INTERIOR
PANEL PANEL PANEL PANEL
TYPE TYPE TYPE TYPE PANEL PANEL PANEL PANEL INTERLOCK DETAIL
R' L' D' A' APE TYPE TYPE TYKE M',SHEET 19
MAX. 'CS' 'OS' MAX.
NOM. 90°OUTSIDE CORNER
/ / / UNIT / UNIT DETAIL'N1',SHEET 19&
PANEL HEIGHT SILL DETAIL NOM. / I HEIGHT CORNERANCHORAGE
/ WIDTH TYP. / / PER D',SHEET / PANEL N PER
MAX. SEE TABLES MAX. / SEE SHEET 11
WIDTH TYP. PER
DLO TABLES 1-3 ER NOTE 2, 1-3 INSTALL DLO PER NOTE 2, 1-3 INTER1 116
IOR
HEIGHT SHEET 15 DETAILS HEIGHT TABLES 1-3 SHEET 15
DW'TAILS +� EXTERIOR
0 x x x SHEETS12 b a NOM.PANEL
&13 , WIDTH TYP.
I X X X X I PER TABLES
MAX.UNIT WIDTH .I ✓ J MAX.UNIT WIDTH 1-3
SEE FRAME&
PANEL CORNER SILL DETAIL V,SHEET 18; MAX.UNIT WIDTH
CONSTRUCTION EXAMPLE:OXXX INSTALLATION DETAILS
DETAILS SHEET 16 2-TRACK 'Dw'&'Dc',SHEETS 12&13 EXAMPLE:900 OUTSIDE CORNER-XX/XX(2-TRACK)
JAMB DETAIL'11',SHEET 18;
ASTRAGAL DETAILS'L1'& INTERLOCK DETAIL'M',SHEET 19 INSTALLATION DETAILS'IW&
1 L2,SHEET 19� 1 INTERLOCK DETAIL V,SHEET 19 'Ic',SHEETS 12&13�
u HEADER DETAIL
J� AMB DETAIL'H2',SHEET P-HOOK DETAIL'J'&'K',SHEET 'B',SHEET 18;
18;INSTALLATION DETAILS 19;INSTALLATION DETAILS'JW, INSTALLATION JAMB DETAIL'I2',SHEET 18;INSTALLATION HEADER INSTALLATION
SHEET
DETAILS'Bw'&'Bc', DETAILS'Iw'&'Ic',SHEETS 12&13 18;INSTALLATION DETAILS
'HW&'Hc',SHEETS 12&13 Jc','Kw'&'Kc',SHEET 14 SHEETS 12&13 'CW&'Cc',SHEETS 12&13
r----- MAX.UNIT WIDTH _____ �— MAX.UNIT WIDTH —� PV0 C fREVj5gb
I,- w cmpl*g with tre n'jQc
6o4dioa Code
PANEL PANEL PANEL PANEL i PANEL PANEL PANEL PANEL A"fla eNo14-09z9.�3
I TYPE TYPE TYPE TYPE
TYPE TYPE TYPE TYPE I
,R, ,L, ,M, ,F, I MAX. A�aSL, ,ode
MAX.UNIT NOM• g'o i NOM. UNIT
HEIGHT PANEL i i / / PANEL / HEIGHT
PER WIDTH TYP. °'� I WIDTHTYP. PER
TABLES MAX. /SEE PER i SEE MAX PER TABLES
1 3 DLO NOTE 2, TABLES 1-3 OTE 2, DLO TABLES 1-3 1-3
LHEIGHT SHEET 15 w I SHEET 15 HEIGHT
EXAMPLE:OXXXp SILL DETAIL'E',SHEET 18;
EXAMPLE:XXXO SILL DETAIL'F',SHEET 18;j
NO.�3(M 1
(3-TRACK, RIGHT POCKET) INSTALLATION DETAILS .(4-TRACK,BY-PASS) INSTALLATION DETAILS
'EW&'Ec',SHEETS 12&13 'Fw&'Fc',SHEETS 12&13
ae w 1070 TECHNOIOOYORIVE EXAMPLE ELEVATIONS .'•.•�f_;f,t�l,.•'.•
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JR 02,204CERT.OFAUTH.#29296 ® s0Ob70 NTS 16 1 22 Pi P.E.#58705
PANEL'S RIGHT STILE TYPE
PANEL SINGLE SINGLE FIXED LOCKSTILE ASTRAGAL ASTRAGAL ASTRAGAL ASTRAGAL INT CORNER EXT CORNER EXT CORNER INT CORNER EXT CORNER EXT CORNER INT CORNER
INTERLOCK INTERLOCK BOX OUT BOX IN 90 LOCKSTILE 90 LOCKSTILE 90 RECEIVER 90 RECEIVER 35 RECEIVER 35 RECEIVER
TYPES OUT IN STILE W/HANDLE BOX OUT -BOOX•IN WIMANDLE W/HANDLE W/HANDLE W/HANDLE W/HANDLE W/HANDLE18900RRECEIVER B WHANDLLET' W/HANDLL3E'
INTERLOCK a33- F PP KTR TQ TC TA TV TW
OUT Bares
INTSINGLE ERLOCK �,- 8 E P A C C IC SQ SC SA SV SW
IN (=Our OXura+/
SLE � RR R S S . FD FC FV FW
LOCKSTILE D /� J J
W/HANDLE �V�
OXaroury 070KW
a
ASTRAGAL LR
PANEL NOTES:
Box our
W/HANDLE (MOUq 1.SEE DP TABLES 1-3,SHEETS 6.8 FOR PANEL
ASTRAGAL n CoF SIZES&DESIGN PRESSURE.
LJJ eox IN LEFT 4 INTERIOR RIGHT 2.PANEL TYPES NOT SHOWN OR CROSSED OFF
Wi HANDLE l�uea PANEL �1 PANEL ARE NOT REQUIRED FOR ANY CONFIGURATIONS
ASTRAGAL T U STILE �+yF_X'fERIOR STILE AND ARE NOT AVAILABLE.
Box Dur v 3.90°ASTRAGALS TO USE HEAVY-DUTY STILES
mO°� O m (#81),CORNER RECEIVER(#118)AND EITHER
ASTRAGAL / / PANEL"E"SHOWN.SEE TABLE FOR OTHER PANEL TYPES AND EXTERIOR(#119)OR INTERIOR(#120)CORNER
BOX IN T V APPLICABLE STILE/ASTRAGAL REQUIREMENTS. ASTRAGALS.
J "s � 4.135"ASTRAGALS TO USE HEAVY-DUTY STILES
90LOCKS
IN LOCKST IL R (#61)AND CORNER ADDON(#31).
.I W/HANDLE ff120 RT CJ r— .232"
z QT QS SILL RISERS OPTIONS .232"
EXT CORNER
90LOCKSTILE ,232' EXTERIOR
Q W/HANDLE R#6 232„ EXTERIOR p62^
11
d EXT CORNER A0 EXTERIOR ,
BO RECEIVER / _T. r _C EXTERIOR •OBr 4.056'
CT. V V .062' 3.305' PRODUC f REVIGBD
WI HANDLE 178 2.556° as cespiying with A.Fbrih
1.667" Bn6inc Code
INT CORNER#81 A T AS DF .082' An�c.No o4 Z s
W RECEIVER'JS •
W/HANDLE � Eapirwior Dafe
EXT CORNER u11a 16`SILL RISER FLAT' ZD SILL RISER,FLAT 22 SILL RISER,FLAT 24 SILL RISER,FLAT
90 RECEIVER IIF FLUSH.1-1/2" GLOW.2-112" OMEDIUM,3-1/4" OHIGH,4"
EXT CORNER .750' I" •750'
35 HANDLER VT VS VF EXTERIOR
Wl �+— 760'
INT CORNER #311 EXTERIOR EXTERIOR I EXT1ER'IiOR 062° 062"
36 RECEIVER W T WS WF a� .908" � .062' `f�' 4.OSS
�/� Y— 3.306'
W7 HANDLE �g1 .062•
1.567°
819`FLUSH,SILL E1R/2"�` SILL 21 LOWR2SER,BOX SILL 23 MEDIUM,3-1/4" 25 HIGH.4"
SILL ER,BOX ffo.58705
`NOT VALID FOR WATER INFILTRATION RESISTANCE REQUIREMENTS,SEE SHEETS 6.8 =••,�i
1070 rECHNOLGGYORNE PANEL TYPES '.:�,'••. nglat-..•;�;'•
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JRr. 02/20H4 CERT.GFALgh x119298 ® SGD•070 NTS 17 22 PGTOi28 B P.E.X 58705
ASSEMBLY DETAILS
(SEE SHEETS 12-14 FOR FOR INSTALLATION DETAILS) ANEL JAMB LENGTH
.LOCK PAR la
14 ?6'LONG
FULL 17
LENGTH 14 75&107-11
5 G3 60 OR 61 5
80 0R 61 18
G1 so OR 61 RACKJAMB
2-TRACK JAMB (SHOWN 6 SEE DETAIL G1
LILL
CLIP#105 WITH FOR FIXED
OPERABLE PANEL CLIP LOCK PART
W/RETAINER#106 80 7Ss07.11
113 (SHOWN WITH PANEL)
FIXED PANEL TO LOCK PART SEE DETAIL G2
THE INTERIOR) EXTERIOR 103 113 75 8107-11 103 FOR FIXED S 103 OR et
n PANEL CLIP
. �ljExrERIOR
14 15 5
112 18 17
123 FULL LENGTH G2 40 6008 s1 J_UXTERIOR
a10 X 3/a° OF JAMB 2-TRACK JAMB 2-TRACK JAMBEXTERIOR J yEXTERIOR XLEXTERIOR t/
SMS.X 3 CLIP#80 OR#105 51 52 W/SCREEN v
6"LONG W/RETAINER#123 3-TRACK JAMB 3-TRACK JAMB 4-TRACK JAMB 4-TRACK JAMB
(SHOWN WITH H1 (SHOWN WITH (SHOWN WITH 11 (SHOWN WITH I2 (SHOWN WITH
MIDSPAN 80 FIXED PANEL TO OPERABLE PANEL) FIXED PANEL TO FIXED PANEL TO OPERABLE PANEL)
f-� sb OR 61 THE EXTERIOR) 53 THE EXTERIOR) THE INTERIOR)
J yEXTERIOR EXTERIOR
M531 1 3 fj
5 113 6 5
ir
89 EXTERIOR 69 69
EXTERa
a
SHOWN WITH 2-TRACK W/SCREEN 3-TRACK 4-TRACK MAX.UNIT PRoOucrREVISM
OPT.SCREEN FRAME HEAD FRAME HEAD FRAME HEAD HEIGHT PER
TRACK TABLES 1-3 U*W'6Ga4c 6-a[Z .c3
Acttpuuee No
FapirKbe OrEe
63 69 69 69 t S
EXTERIOR EXTERIOR
52 51 72 OR 73 72 OR 73 72 OR 73
46 11 113 9 10
11 11
48 47 u 8
EXTERIOR 112 5 113 113
` 3 5 6 '1 LYNF.I .Z�1,�,
-TRACK W/SCREEN -TRACK 4-TRACK
®2
O
FRAME SILL FRAME SILL KVFRAME SILL �\`r• ;
r -
_ hio.SIi7p5
ITEM 61 SHOWN,ITEM 60 ALSO APPLICABLE,SEE TABLES q
1-3,SHEETS 6 8 FOR DP(PSF)ASSOCIATED WITH STILE. 6
w,.eor• a..wue
dcpm "- Ilri�
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JR X0/14 CERT:OFAUTN.829499 ® .70 NTS 18 a 22 PGT0128 B P.E.#56705
ASSEMBLY DETAILS
(SEE SHEETS 12-14 FOR FOR INSTALLATION DETAILS) 5 4 INTERIOR 61 tt3 1t8
*Ill
28 7
� 113
27 83 11
80 OR 61 103 62 111 63 600R81
29 65
14
120
65 $
ID EXTERIOR 111 82 90"
EXTERIOR
P HOOK FOR FLAT SILLS P-HOOK FOR BOX SILLS EXTERIOR INTERIOR EXTERIOR
Q (EXT.OR INT.MOUNT) ®K EXT.MOUNT ONLY a a INTERIOR
90°
OCK PART 60 OR 61
103 OC K PART 103 L K PART 75&107-11
75&107-11 76 107-11 51 5 ®INTERLOCK
M
14
113 ii
60 60 61 81 118 5
EXTERIOR 113 15 EXTERIOR
67 60 113103 119 1t3
11
��TERIOR 7
ja STANDARD ASTRAGAL#67 TRAGAL
8 ta90-OUTSIDE
SIDE
L1 WITH STANDARD STILES#60 �WITH HEAVY-DUTYSTILESSTILES#61 N1 2-TRACK SHON CORNER �90-
TRACK SHOWN 'ITEM#61(HEAT-DUTY
STILE)SHOWN,ITEM#60
EXTERIOR BOX ASTRAGAL SHOWN EXTERIOR BOX ASTRAGAL SHOWN (STANDARD STILE)ALSO
(BOX-OUT)MAY ALSO BE INSTALLED (BOX-OUT)MAY ALSO BE INSTALLED APPLICABLE,SEE TABLES
TOWARDS INTERIOR(BOX-IN) TOWARDS INTERIOR(BOX-IN) 1-3,SHEETS 6.8 FOR DP
(PSF)ASSOCIATED WITH
4 INTERIOR STILES.
31 LOCK PART PRODUC f REVI6ED
4 INTERIOR75&107-11 as cwAp171a=w,hh the F79fi0C
$ tc do
135° 5 Accep sm No / —OLZ .03
4 INTERIOR Ebpkr1M Dale 4t 4;11
oft* uef Coptrd
11
7
PIE�KrERIOR
5°
14
103
81
61
32 11 5
OCK PART 3t 1D3 51 EXTERIOR 7 `•`,`.�7,1'; l.�h!PJ._,,��i��
75&107-1 14 R
02 2-TRACK SHOWN
135°OUTSIDE CORNER
01 2-TRACKSHOWN P{u.SFitt
trnaey. pcec wormers o 7`••. -oTt 7'E F /.• .
1070TECNNOLOOVORME HORIZONTAL SECTION DETAILS,CORNERS g�/6 ��
'•...ORIS....•••(y`':•:,.
N.VENICE,FL 31275 n' ��SJ YDS•,,,ti G\1 ..
t01+�4ea+5oo SERIES 670 ALUM.SGD-NON-IMPACT P.... ...
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SJR X14 cExr:oFAunc xzszee ® .711 NTS 19 m 22 PGTO128 B, P.E.058705
Item POT PGT# Description Item POT PGT# Description NOTES:
# Dw .# # Dw .# 1)ALL ALUMINUM=6063-T6
1 17306 817306 2-TRACK HEAD 60 17326 617325 PANEL STILE
84-99,
2 17303 617303 2-TRACK HEAD WITH SCREEN RAIL 81 17326 617328 PANEL STILE(HEAVY DUTY) 2)ITEMS#33.99,T USED
D AND
ARE
3 17309 817309 3-TRACK HEAD 62 17327 817327 INTERLOCK ADAPTOR 121&AR ARE NOT USED AND ARE
4 17312 617312 4-TRACK HEAD 63 1225 6TP248 VINYL BULB WSTP.-THIN pNSIDE INTERLOCK) NOT PART OF THIS APPROVAL.
5 17314 617314 FRAME SCREW COVER 64 1729 71729 SILL END WEATHERSTRIP PAD 3)USE OF#12 OR#13 REQUIRES '
8 17317 617317 FRAME HEADNAMB SCREEN ADD-ON 65 17326 617328 INTERLOCK SCREW COVER MIN.#10 SMS OR 3/16"MASONRY
7 17304 6173D4 2-TRACK SILL 67 17329 617329 ASTRAGAL ANCHORS Q 24"MAX.O.C.
8 17301 617301 2-TRACK SILL WITH SCREEN RAIL 68 17339 617339 HEAVY DUTY ASTRAGAL
9 17307 617307 3-TRACK SILL 69 17324 817324 TOP&BOTTOM RAIL
10 17310 617310 4-TRACK SILL 70 17350 417350 WEATHERSTRIP EXTENSION(MJECTION MOLDED)
11 17313 817313 FRAME SILL TRACK INSERT 71 1895 71695 1-112'X 1"X314'HIGH FIN SEAL DUSTPLUGS
12 17315 617315 FRAME SILL SCREEN ADD-ON(SEE NOTE 3) 72 8163 78163% ITANDEM ST.STL.ROLLER ASSY.
13 17316 617318 FRAME SILL SCREEN END ADD-ON(SEE NOTE 3) 73 6153 78153N TANDEM NYLON ROLLER ASSY.
14 17305 817305 2•TRACKJAMB 74 SILICONE DOW-09,DOW-995ORGE-7700
15 17302 617302 2-TRACK JAMB WITH SCREEN RAIL 76 1 8185 76185X GEMINI MORTICE 34-LY DUAL LOCK W/LONG TRIM PLATE
16 17308 617MB 3-TRACK JAMB 76 71032XIFPFX #1052 X1'FL.SS SCREW WITYPE'F'TP
17 1 17311 617311 4-TRACK JAMB 77 7103239 10-32 STEEL ZINC U-NUT
18 17322 617322 SILL RISER-FLAT,FLUSH,1-1/2" 78 17358 617358 3116&1/4'BEAD
19 17319 817319 SILL RISER-BOX,FLUSH,1-112' 79 17357 617357 1'K3 BEAD
20 17321 817321 SILL RISER-FLAT,LOW,2.112" 60 17359 817358 7/16'BEAD/FVED PANEL CUP
21 17318 817318 SILL RISER-BOX,LOW,2-112' 82 1224 6TP247K JVINYL BULB WEATHERSTRIP
22 17355 617355 SILL RISER•FLAT,MEDIUM,3.1/4' 83 61745 1745 LOWE MC,1/2'X 1116'SGL.BIDE ADH.TAPE,POLYETH.
23 17354 617354 SILL RISER-BOK MEDIUM,3.1/4" 100 8052 48052 ROLLER ADJ.HOLE PLUG
24 17323 617323 SILL RISER-FLAT,MGH,4' 101 72087 JAMB BUMPER
25 1 17320 617320 SILL RISER-BOX HIGH,4' 102 1698 71886 DUSTPLUG
26 17333 617333 POCKET P-HOOK 103 8168 78168X 1'KEEPER
27 7070 67070 NEOPRENE BULB WSTP FOR P-HOOK 104 653 7SDKEEP SCREEN LOCK KEEPER
28 17334 617334 POCKET P-HOOK MOUNT 105 17344 617344 FD03D PANEL CLIP-6'LONG PRODUCr REVISED
29 17335 617335 P-HOOK COVER 106 17352 617352 FIXED PANEL RETAINER-9116' m ennzlCi l buxIinKiti 6e Fbdila
30 17348 617348 POCKET P-HOOK FOR BOX RISER 107 1739 71739 HANDLE KIT-INTERIOR RAISED WITH A
H THUMB TURN,USED WITH#76 ccWeN2 ue we N
ceepto/c-etz .03
31 17376 617376 135CORNER 108 1740 71740 HANDLE KIT-RAISED EXTERIOR HANDLE,USED WITH 075 E." ..e�Ane�-�_
32 17378 617378 135 FNED MOUNT 109 1731 78162SN HANDLE KIT-RECESSED INT WITH THUMB TURN,USED WITH 076 11L, i QL-_a_
ITEMS 4053 ARE SCREEN PARTS: 110 1732 78178 HANDLE KIT--RECESSED EXTERIOR PULL,USED WITH 475 ay8jQ�
40 1 4318 1 612268 SCREEN SIDE RAIL-LOCKSTLE 111 710)34PP50AX 010 X3/4'PH.PR TEK-S.S.
41 7LOCKWGSK SCREEN LOCKSET 112 1235 67516 WS7P,.270 X.170•FIN SEAL
42 41818 SCREEN KEEPER SPACER SET 113 1712 64066 .187'X.230'FINSEAL
43 8152 68152 SCREEN INTERLOCK ADAPTER 114 71OX115PPX 010 X 1-12'
44 4428 64428 SCREEN DOUBLE INTERLOCK 115 710)(PPT #10 X 1' '
45 4317 012256 SCREEN TOP RAIL 116 720XIX #14-20 X V S.S.
46 4318 612257 SCREEN BOTTOM RAIL 117 72OXI12X #14.20 X 1-12'S.S.
47 668 7SRA2 STANDARD ROLLER 116 17338 617338 90 DEGREE CORNER RECEIVER
48 868 7SRAX STANDARD ROLLER-ST.ST_ 119 17337 617337 90 DEGREE OUTSIDE CORNER ASTRAGAL
49 4344 64344 SCREEN ASTRAGAL 120 17338 6117338 90 DEGREE INSIDE CORNERASTRAGAL
50 17349 617349 OXO SCREEN ASTRAGAL ADAPTER 123 17352 1 817352 FIXED PANEL RETAINER,Vir
51 1692 81692 SCREEN SPLINE-.165'
it
52 1694 61694 SCREEN SPLINE-.160'
l.):
53 81816C20 SCREEN CLOTH \,�`- .``r-IIv�1ij��.',,,�,
54 1725 12"X4'X 1/16•SET.BLOCK,NEOPRENE 85+/5 ,
55 1728 1'X4'X 1116'SET.BLOCK,NEOPRENE 85+/5
, OF
10M7ECHNMOGYDRIM PARTSLIST
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SERIES 670 ALUM.SGD-NON-IMPACT
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A.LYNN MILLER
P.E.
R• X14 c.rt CERT.OFAVrit#2M6
FnT SGD$70 NTS 20 422 PGT0128 B P.E.#58705 ,
6.069° 8.582° --j 1.38' -y 1.36"
0.080°
LL-f 1.872"
1 211° LJ1.505'
0.081"
1 1.019"
J. 0.082"
0.081"
0.081" 02-TRACK HEAD 84-TRACK SILL SCREEN
O(6063-TB AL) O(6063-T6 AL) 40 STILE
6.198" (6063-T6 AL)
6.198" 6.626" 5.069"
0.080"
1.045"
1.211" 1.505"
1.993° 0.062"
0.081" 0
2-TRACK HEAD W/SCREEN TRACK O3-TRACK SILL
(6063-T6 AL) (6063-T6 AL) 14 2-TRACK JAMB OTOP RAI
(6063-T6 AL) TOP RAIL
(6063-T6 AL)
2-TRACK JAMB W/
i
7.105" 6.221" 15 SCREEN TRACK
0.080" (6063-T6 AL) 1.36"
1.505° � � 0.875°
1'2+1" -y 1.36"
_�. irwiry I 1.993°
0.0qr O3 3-TRACK HEAD OR 2-TRACK SILL W/SCREEN TRACKT ::� 0.062"
0.081"
(6063-T6 AL) (6063-T8 AL) 48 SCREEN
OBOTTOM RAIL
(6063-T6 AL)
-8.142" 0.081"
WL
4.49"
0.080"
21" 1.505" 7.105"
1.
PRovucfREvjsW
v o
poin wi1F t►e Ftmik
rT-mll9.141" betrBoee Cade
0.081" O4 4 TRACK HEAD O7 2-TRACK SILL Ampleete No/1 03
(6063-TB AL) (8063-T6 AL)
-� [►a 1c j
1.514" 1 -
10.9.09600"
°
0.062"
!==�' 00"
1. 6 "2052076
.0601.518" j
OFRAME HEAD/JAMB SCREEN FRAME SILL SCREEN FRAME SILL SCREEN
8 12 13 ;',.ICY;:..:...,,'C/•,':.
ADD-0N O ADD-ON O END ADD-ON 1B 3-TRACK JAMB •.+ '
(6063-T6 AL) (6063-T6 AL) (6063-T6 AL) (6063-T6 AL)
REQUIRES MIN.#10 SMS REQUIRES MIN.#10 SMS
OR 3H8"MASONRY OR 3/16"MASONRY 1� 4 TRACK JAMB
SEE SHEET 17 FOR SILL RISERS. ANCHORS 24"MAX.O.C. ANCHORS 24'MAX.O.C. (6063-T6 AL)
Arlo
lf-
1070 TECHNOLWYCRNB EXTRUSIONS
N.VENIM FL SCM nee ''/',,1+:�'' .... •.�'-i .
,. SERIES 670 ALUM.SGD-NON-IMPACT `
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A 02120114CERT.OFAUTH.#29M ® scn eTa NTS 21 1 22 PGTO128 B P.E.#58705
0.718" 0.83'
2.304" 3.802"
2" � 3.802" ►j � 0.762" � � I�
0.885"
0.57,V 0.796" 1.163"I
0,062" 0.080" 0.062" 0.233" -�x+,062" 1 -�
0.264" 0.075"
G)EBAME
SCREW COVER tt SILLTRAzs P-HOOK 2s ADAPTOR MOUNTING 2s COO RK SCREW 0.080' 30 P-HOOK FOR BOX RISER
(6063-T6 AL) (6063-T6 AL) (6083-T6 AL) (6063-T6 AL) (6063-T6 AL) (6063-T6 AL)
4"
4'
2.30" 1.488"
0.060.080" 1.739"
0.830" 0.062" 1.600 0.133° 1.600 0.062" 1.303"
080" 1.870" 1.888"
.018° 0.325"
1.974"
2.44" 3.125" 3.125" 0.062"
INTERLOCK tu-1
D31 135°CORNER O 135°FIXED MOUNT so STANDARD STILE et HEAVY DUTY STILE INTERLOCK
sz 65
(6063-T6 AL) (6063-T6 AL) (6063-T6 AL) (6063 T6 AL) ADAPTER SCREW COVER
(6063-T6 AL) (6063-T6 AL)
3.978" � 3.979°
4.125"
1 645" 0.075" 0.062" 1.04' L89 '
9L� 1.060" 1.050" 1.050"0.075" 1.845°FT-T
11" 8;!04F
49"
" I 045" -�1�-
0.125"" 0.281" I� 3.25-
STANDARD
.25 --�I 045"GLAZING 7116"GLAZING 3116"8 1/4"
O57 STANDARD ASTRAGAL se HEAVY DUTY ASTRAGAL s9 TOPBOTTOM RAIL 7s BEAD so 78
O O O I.G. BEAD,FIXED GLAZING
(6063-T6 AL) (6063-T6 AL) (6063-T6 AL) (6063-T6 AL) PANEL CLIP EUD-
(6063-T6 AL) (6063-T6 AL) reouuc r REV m
hewingas wrr Ire iloeiQa
1.003" 1.03" Aftrm ee No t ej
4" 5.621" EapksM ogle - ice 2020
0.757" 0.080)"
8e4F
0.050"
105 FIXED 0.709° 2.893" 0.133"
PANEL CLIP � p,1�"
PANEL
6AL)LIP I I 1.498" 1.498°
-�I 0.883 F+- 0.080"
.550" I
FIXED PANEL 5.621" 4 `
0.709° tai
RETAINER.7/8' 120 90°INSIDE CORNER ASTRAGAL
2.828. ,C��'........,.•'•.
0.080" -�11�- (6063-T6 AL) t 19 90°OUTSIDE CORNER ASTRAGAL (6063-T6 AL) w',.'��r;::
1890°INSIDE/OUTSIDE (6063-T6 AL)
t08sFIXED PANEL 1t8 rt
RETAINER,9/16" CORNER RECEIVER '``'
(6063-T6 AL) (6063-T6 AL)
107orECNNaooroRnE EXTRUSIONS sr; OF C
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JR 0yP0/14 CERT.OFAUM0 285 ® 8GD-070 NTS 2 PGTO128 B P.E.N 58705