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Product Aoprrval Menu>Product or Application Search>A lication List> tion Detail
MAY 17 201
FL# FL251-127
Application Type PERMITTIN!CS
Code Version 2014 St. Lucie County, FL
Application Status. Approved
*Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC
and/or the Commission if necessary.
Comments
Archived
Product Manufacturer PGT Industries
Address/Phone/Email 1070 Technology Drive
North Venice,FL 34275
(941)486-0100 Ext 22318
druark@pgtindustries.com - \
Authorized Signature Jens Rosowski
jrosowski@pgtindustries.com
Technical Representative Jens Rosowski
Address/Phone/Email 1070 Technology Drive
Nokomis,FL 34275 .
(941)486-0100 Ext 21140
irosowski@pgtindustries.com
Quality Assurance Representative
Address/Phone/Email
Category =DoorsSubcategory
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 03/15/2016
Date Validated 03/22/2016
Date Pending FBC Approval
Date Approved 03/22/2016 -
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Florida Building Code Online Page 2 of 3
Summary of Products
FL# JlModel,Number or Name Description
251.1 JSGD-670(Non-Impact) Aluminum Sliding Glass Door I
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes Fl_751_R77,._C._CAC 15=i07.3.14,prif
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:No 04/07/2020
Design Pressure:N/A Installation Instructions '
Other:Please see Miami-Dade County Notice of Acceptance(NOA)for FL251. R27 II 15-1013.14.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 3
Created by Independent Third Party: I
251.2 SGD-670HP(Non-Impact) _ Aluminum Sliding Glass Door
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FI-251 R77 - n.07 HPi rdf I
Approved for use outside HVHZ:Yes rty,Assurance frost-E� n Date j
Impact Resistant:No 03/24/2020 i
Design Pressure:N/A Installation Instructions I
Other:Please see Miami-Dade County\Notice of Acceptance(NOA) FL251 R27 Il 15-0106 07 HP odf
product performance information,anchorage details,and anchor type, a mi-Dade BCCO-
size,and spacing information. Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
251.3 SGD-680(Non-Impact) Aluminum Sliding Glass Door
'Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL251 R27 C GAC 15-0609.1l.pdf
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 R27 I1 15-0609.11.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: I
i 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 R27 C CAC 15-1013.15.odf
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 R2' II 15-1013.15.pdf
product performance information,anchorage details,and anchor type, Verified By:Miami-Dade BCCO-CER
size,and spacing information. Created by Independenf Third Party:
Evaluation Reports
Created by Independent Third Party:
251.5 JSGD-770HP(Large Missile Impact) WinGuard Aluminum Sliding Glass Door
Limits of Use Certification Agency Certificate
j Approved for use in HVHZ:Yes FL251 R27 C CAC 15-0106.08 HP LM.odf -
I Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
( Impact Resistant:Yes 03/24/2020
i Design Pressure:N/A Installation Instructions
Other:Please see Miami-Dade County Notice of Acceptance(NOA)for FL251 R27 II 15-0106.08 HP 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:
251.6 SGD-770HP(Small Missile Impact) WinGuard Aluminum Sliding Glass Door
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL251 R27 C CAC 15-0106.09 HP SM.odf I
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 R27 11 15-0106.9 HP SM.ddf
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:
251.7 SGD-780(Impact) WinGuard Aluminum Sliding Glass Door
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL251 R27 C CAC 15-0903.09.0
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 R27 II 15-0903.09.pdf
f product performance information,anchorage details,and anchor type, Verified By:Miami-Dade BCCO-CER
C 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 R27 C CAC 15-0609.10 DR.odf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:No 05/22/2018 I
Design Pressure:N/A Installation Instructions
Other:Please see Miami-Dade County Notice of Acceptance(NOA)for FL251 R27 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 R27 C CAC 15-0612.06 LM.odf }
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date e
Impact Resistant:Yes 02/14/2018 i
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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 R27 It 15-C-612.06 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:
1251.10 SGD-3030(Small Missile Impact) Architectural Systems Aluminum Sliding Glass Door
Limits of Use Certification Agency Certificate I
Approved for use in HVHZ:Yes FL251 R27 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 R27 II 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 FL.7_51 R27 C CAC 15-1210.02 pq(
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 Fl..7.51„_327 Ii 15-1210.0 2_oof
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: `
i251.12 SGD-5570(Large Missile Impact) Vinyl Sliding Glass Door
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL251 R27 C CAC 15-1210.01.ndf
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(NCA)for FL251 R27 SI 15-1210.01.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 I
Created by Independent Third Party: k
__..................._.._.....__........._................_.._..._..._—...—....._.___......._........._......-----.....__.........._...._................_._._.----.._.._......_._._.._.__.._....-------.-...._._.........._..._._...._..---._.............
____..._..—_....---._........�
Contact Us::1940 North Monroe Street,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
mall to this entity.Instead,contact the office by phone or by traditional mall.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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http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsEt2PTand5bm... 5/16/2016
M AM MIAMI-DADE COUNTY
PRODUCT CONTROL SECTION
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) www.miamidade.gov/economy
PGT Industries,Inc.
1070 Technology Drive,
Nokomis,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 PERA-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 theright 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. PERA 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 he ida in e,
including the High Veloci rrrcane Zone. ,
DESCRIPTION: Ser "SGD-670"Aluminum Sliding Glass Doors w/901& 135°corners-NI
APPROVAL DOCUMENT:Drawing No.PGTO128 Rev A(former PGT0001 Rev C),titled"Series 670 H.P.
Alum SGD-Non-Impact",sheets 1 through 22 of 22,prepared by manufacturer,dated 02-02-14 and last revised on
10/08/15,signed and sealed by Lynn Miller,P.E.,bearing the Miami-Dade County Product Control Revision stamp
with the Notice of Acceptance t d expiration date by the Miami-Dade County Product Control Section.
MISSILE IMPACT RAT G:None)-.Approved 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 6,7 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 revisiomor 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#14-0123.11 and consists of this page 1 and evidence page E-1,as well as approval
document mentioned above.
The submitted documentation was reviewed by Ishaq I.Chanda,P.E.
OA No.15-1
rtMIA ru•DaoNEC ouNry Expiration Date: April 07,2020
Date: October 29,2015
age 1
i
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 A(former PGT0001 Rev C),titled"Series 670 H.P.Alum SGD-Non-Impact",
sheets 1 through 22 of 22,prepared by manufacturer,dated 02-02-14 and last revised on 10/08/15,signed
and sealed by Lynn Miller,P.E.
B. TESTS
1. 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,#11-1018.171009-0826.13)
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 reference supporting test#FTL 5254,FTL 5980,FTL 5987 and ATI72138.01-401-18.
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.
D. QUALITY ASSURANCE
1. Miami Dade Department of Regulatory and Economic Resources(RER).
E. MATERIAL CERTIFICATIONS
1 None.
F. STATEMENTS
1. Statement letter dated 10/08/15 of compliance to FBC 2014 (5'h 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#14-0123.11,expiring April 07,2020.
2. AAMA's Technical Paper for SGD &Bi-fold doors referenced to FBC 2014 (5'h edition).
3. Test proposal dated 6/4/13 &08/12/13 approved by Jaime Gascon,P.E.
4. Test proposals No(s) 09-0177,0177-A,B &C approved by BCCO.
4. Letter of commitment dated February 20,2014, issued by PGT, signed by�A.a Ly Mit er,P.E.
1� f �
haq I. ianda,P.E.
Product Control Examiner
NOA No.15-1013.14
Expiration Date: Apri107,2020
Approval Date: October 29,2015
E-1
SERIES 670, NON-IMPACT RESISTANT SLIDING GLASS-DOOR TABLE A:
INCLUDING POCKETS & 900/1350 CORNERS GroupAnchor Substrate Frame Min.EdgeN1.39
Min.
Member Distance" Embedment
Concrete(min.2.85 ksl) eadl I Jam 1• BGENERAL NOTES on 0 Jamb only 2-1/2• -1/4•1)GLAZING TYPE OPTIONS:SEE TABLE B,THIS SHEET&GLAZING DETAILS ON SHEETS 4&5. Grouted CMu(ASTM ago,min.2 kel grow2)DESIGN PRESSURES: Concrete(min.3.35 ksl) Head/SllllJamb 1 -3/4'A.NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E1300. 2f/4'Elco at0 s.s. Ungrouted CMU,(ASTMO90) Jambonly z-712' -t/4B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E1300. creteFlexPT.Southern Pine SG-0.55 Head/SIIVJamb t
3)ANCHORAGE:THE 33-1/3%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THISea 13/81
PRODUCT. MATERIALS,INCLUDING BUT NOT LIMITED TO STEEL SCREWS,THAT COME INTO CONTACT Ungrouted CMU(ASTM C-90) Jamb only t• 1.114•
WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE CURRENT FLORIDA P.T southern Pine(SG=0.55) HeadIS81/Jamb 3/8' 0368'
BUILDING CODE.FOR ANCHORAGE DETAILS SEE SHEETS 6-14. #12,183 S, Aluminum,8083 TS' HeadlSln/Jamb 318• o.oe3'
4 SHUTTERS ARE REQUIRED PER FBC REQUIREMENTS,AS APPLICABLE. B.S.SMS, Steel,A36' Head/SIIVJamb 3/8• 0.050'
3 (min.11 lhreadann) Steel Stud,A653 Gr.33' HeadlSllUJamb 3/8' 0.0451'
N INSTALLATION SCREWS,FRAME SPLICES,FRAME AND PANEL CORNERS TO BE SEALED WITH
NARROW JOINT SEALANT. concrete(min.3.275 kat) Heed1SII1/Jemb 1-11/2' 13/8•
6)REFERENCES:ELCO ULTRACON,CRETEFLEX AND AGGREGATOR NOA'S,ANSI/AF&PA NDS FOR 1/4'Elco 18-8 S.S. Ungrouted CMU,(ASTM C+70) Jamb only 2' 1-114'
WOOD CONSTRUCTION AND ADM,ALUMINUM DESIGN MANUAL. Aggre-Gator Grouted CMu(ASTM(-90,min.2 ksl grout) Jamb only 2• 2'
P.T.Southern Pine
7 THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE SG=0.55) Head/sllf' 13re•
P.T.Soulhem Pine(SG=0.55) Head6SIIl/Jamb VJamb 9170' 7318•
CURRENT FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ). #12,Steel SMS G5, Aluminum,8083-T5' Head/SIIVJamb 318' 0.063•
8)DOOR SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS PER CURRENT 4 (min.11 threadsnn) Sleel,A38' Head/SIU/Jamb 3/8 500,50
FLORIDA BUILDING CODE,AS APPLICABLE. Steel Stud,A653 Gr.33 Flead/sIIllJamb 318• O.o451
TEST REPORTS:FTL-5254,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 1-1/2"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.............I
(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 PRODUCE REVISED
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 10—pl7fK nit►it.Fl.,I&
d.
MAX.1/4"THICK&3400 PSI MIN.,(DONE BY OTHERS)MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT ELEVATIONS.....................15,16 Angw"m yo 1013,/Lf
TO THE SUBSTRATE,AND TRANSFER SHEAR LOAD TO SUBSTRATE.IF SUBSTRATE IS WOOD,30#FELT PAPER OR MASTIC IS PANEL/SILL TYPES.........17 1
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:
Glass Description(Listed from Exterior to Interior)
Type
16'TE ERED GLASS ,
GIA 1/4'TEMPERED GLAS DESIGN PRESSURE RATINGIMPACT RATING
1 I.G,;3118°TEM D GLASS+618'AIRSPACE+3/18'TEMPERED GLASS SEE TABLES 1,2 8 3 ON NOT RATED FOR MISSILE \���O`f( ..YNM,
G2A 1'I.G.:1/4'TEMPERED GLASS+112'AIRSPACE+114'TEMPERED GLASS SHEETS 6,78 s IMPACT RESISTANCE ����`,^� '�,tGEN;,c '•�F/�
N0.58705
f0707ECHNOLooYORIVE GENERAL NOTES AND MAP =C,�`, p
N.VENICE FT.31276 rf' S "Rk" �I `
a„yyti SERIES 670 ALUM.SGD-NON-IMPACT
wf.ar.r.t aor= ism �"nN° A.LY14N�MILLEd,�.E.
ar: Grr: -gg
30P670 NTS d 22 PGT0128 A P.E.#58705
JR 02!10/14 CERT.OFAUIH.M2B6
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",'JC"."Kw"OR"Kc"INSTALLATION.
EXAMPLE:4-PANEL XXXX IN POCKET(p)CONFIGURATION CAN BE
NOM,PANEL WIDTH NOM.PANEL WIDTH1 13 pXXXXp,pXXXX OR XXXXp.OXXX IN POCKET CONFIGURATION
PER TABLES 1-3 PER TABLES 1-3 CAN BE OXXXp.
-���---i _1 J 1 2)90"&135'CORNER CONFIGURATIONS CAN BE A COMBINATION
I i OF ANY 2 STRAIGHT CONFIGURATIONS.
J I Jw J
MAX.UNIT t3 / i o u o MAX.UNIT t3 / 19 / 1a i o�0 3)FOR NOM.PANEL WIDTH,SEE TABLES 1-3.
I'M
ti
HEIGHT i a HEIGHT 1a rc
h �
w I �w 'X"=OPERABLE PANEL,
PER TABLES 1-3 / I PER TABLES 1-3 / / I w
I o�w o w "O"=INOPERABLE PANEL,
POCKEr I i H` - a "p"=POCKET DETAIL LETTER
POCKET v
-s�f---� _1 w =WOOD OR METAL INSTALLATION
1-PANEL 2-PANEL "d'=CONCRETE INSTALLATION
CONFIGURATIONS 1 CONFIGURATIONS , 3 SHEET NUMBER
MAX.UNIT WIDTH MAX.UNIT WIDTH DLO WIDTH=NOM.PANEL WIDTH-7"
DLO HEIGHT=DOOR UNIT HEIGHT
NOM.PANEL WI DT c NOM.PANEL WIDTH pW c cc T-
1 PANEL HEIGHT=DOOR UNIT HEIGHT-1.1.866
6"
PER TABLE 1 3 PER TABLES 1-3
I I
Jc I
1 Jw Jc •I � 1 13 14 j
1911,13 9 t9 1 lo,o MAX.UNIT t3 9 19 9 4 1 boyo
MAX.rHT
t 13 9 to 1 i e` HEIGHT 1 13 I w
HEI 19 s 19 Ido
PER TABLES 1-3 / / / �x W tz PER i w
13'Iaw ABLESI3
POCKET I$ POCKET
I J
3-PANEL CONFIGURATIONS w . 4-PANEL CONFIGURATIONS 2 3 1 3 1 3
2 1 1 13
PROOUC r REVISED
MAX.UNITWIDTH MAX.UNIT WIDTH baM tClorwfththeFtd�
NOM.PANEL WIDTH c NOM.PANEL WIDTH 1 1 aleI7d
PER TABLES 1-3 13 t 3 2 PER TABLES 1-3
(EhJw Jc I
1 13 qp 9 19 19 1 I 9
c �' MAX.UNIT 19 z SEE
1
MAX.UNIT. 12 13 s 19 19 / 1 1a i?&N HEIGHT 20 Hs
HEIGHT 13 9 19 19 / I ti PER 1s
PER TABLES 1-3 / i TABLES 1-3 / oe / SHEET.
POCKET 1 ERVIOR •. •..�F i
5-PANEL CONFIGURATIONS w F CORNER,TYP. , 3 =`" No.58705
1 _
(OUTSIDE CORNER SHOWN,
INSIDE CORNER SIMILAR) 3'V'. �Q g (S f lij=
R..der. P.. R.Wbu 1p
1070 TECNNOLOOYDRNE EXAMPLE CONFIGURATIONS %a��'•..FLGRWIt••�(�`
Rn N.VENICE,FL 31276
Wer. aiSERIES 670 ALUM.SGD-NON-IMPACT
(9P1�80-1600 ��, —, we u+.dvw. n.r. A.LY{•lF1 WI{IL�f�.P.E.
n6+ 0.* Ya° a� ® SGOL70 NTS 2 w 22 PGTO128 A P.E.q 58705
JR 07/20/14 CERT.OFAUM..#29296 -
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,'Je',"Kw"OR-Kc"INSTALLATION.
NOM.PANEL WIDTH A t3 3 EXAMPLE:4-PANEL XXXX IN POCKET(p)CONFIGURATION CAN BE
PER TABLES 1-3 pXXXXp,pXXXX OR XXXXp.OXXX IN POCKET CONFIGURATION
-r r--- CAN BE OXXXp.
Jw J 1
is 1e 1s 1s0-11r--1
t to i 2)90"&135°CORNER CONFIGURATIONS CAN BE A COMBINATION
c OF ANY 2 STRAIGHT CONFIGURATIONS.
MAX.UNIT 1 1
HEIGHT, t s t s s s j w 3)FOR NOM.PANEL WIDTH,SEE TABLES 1.3.
96"OR 120"
a` "X'=OPERABLE PANEL,
POCKS i a� "O"=INOPERABLE PANEL,
P"=POCKET
6-PANEL CONFIGURATIONS F
1z t tz f—DETAIL LETTER
w =WOOD OR METAL INSTALLATION
MAX.UNIT WIDTH
W"c""=CONCRETE INSTALLATION
NOM.PANEL WIDTH 1 3 t 1 13 SHEET NUMBER
PER TABLES 1-3
J Jc i DLO WIDTH=NOM.PANEL WIDTH-7"
t3 1s is s 1 j DLO HEIGHT=DOOR UNIT HEIGHT-10.125"
19 g 1 aL
s 1 19 1 1 j o°�o PANEL HEIGHT=DOOR UNIT HEIGHT-1.866"
MAX.UNIT
19 s s t Iia
HEIGHT 19 �PER TABLES 1-3
POCKET � y
7-PANEL CONFIGURATIONS
1 1
PRODUC f REVISED
MAX.UNIT WIDTH a-o pi7lajwick the Rut"
FwNfal Cady
NOM.PANEL WIDTH 3
PER TABLES 1-3
siL—KE
3 1g t 9 0 9 9 g 9 MAX.UNIT N RN
s /HEIGHTs PERTABLESI-3 � \V LYNN Aze
8-PANEL CONFIGURATIONS No.587`05�• -
_ 4!�tD 17 ZQ
Herb 6y 0.b: HrN1b,c � ) /�
Kms• t0707ECNN0100YDRIVE EXAMPLE CONFIGURATIONS :fCT•., �rn Eor •`\!;,
' N.VENICE,FL 94P76
)•.,�OR1(1P.•C,G
(941}480-100 SERIES 670 ALUM.SGD-NON-IMPACT _ //"/oNA�-F '
m sy.'cas: ae10 G9 D67o NTS 3 d 22 PGTO128 A A L�P.E.0 561 05 b E
JR 09110/14 CERT.OFAUTN.7/29299
GLAZING DETAILS (G1 &G1A)
3116"T GLASS
74 ,
EXTERIOR 82
a
3/4"NOM.
GLASS
78
BITE
EXTERIOR
54
3/16"TEMPERED GLASS,TYPE G1
1/4"T GLASS
74
EXTERIOR B2 WRODUC r REVISEDme— '
IMN�wwith the rwift .
314°NOM.
GLASS
78 BITE
54
1/4"TEMPERED GLASS,TYPE G1A Ly"q
oa ........Mi/� .
`a�.• ��cEuse '••F�'
No.58705
GLAZING NOTES: = _
"T"=TEMPERED O g S V
� p
Rend Br Oab: R�fiby:
R ro7o o�oorDRroE LAZING DETAILS ��` '' �Wryo�.•'C�\`
as neo rsoo 70 SERIES 670 ALUM.SGD-NON-IMPACT /�'�S/S/Oiyl1 `
s wwos eine sect a"" W R.r. A.LWN MIU19A,P.E.
CERT.OFAUDr.N19200 ® 906070 NT$ 4 °�22 PGT0128 A P.E1l 58705
JR 0220/14
GLAZING DETAILS (G2 & G2A)
1"NOM.
3116"T GLASS
5/8"AIR SPACE
3/16"T GLASS
74
EXTERIOR
83
55 3/4"NOM.
GLASS
BITE
79
55
1"I.G.GLASS,TYPE G2
1"NOM.
1/4"T GLASS
1/2"AIR SPACE
1/4"T GLASS PRODUCE REVISED 1
k3/4'�'NOM,
wr ao�*WV with the Mr14
EXTERIOR � rNe IS-C •/4
a 03
:=.Net
5879
1"I.G. GLASS,TYPE G2A �' vcENst .�p
No.58705
GLAZING NOTES: _ '=
"T"=TEMPEREDj— / _
Rm W. 0"4 RhlfMl' �" �� sl 4Q 1
1070TECNNOLOOYDRNE GLAZING DETAILS �iOT '•.,FCORID�.' :M1
N.VENICE,FL 94276 >a '✓,�S ••• •'• \G
R /9,11}�8a.1600 SERIES 6700 ALUM SGD-NON-IMPACT
Ikwnfn'�_O"Eont_
d A . P.E.d58 05JR CERiOFAUiMA282B9 ® SaD�7o NTS 5 22 PGT012B
TABLE 1: TABLE 1A:
Design Pressure(DP)and Anchor Quantities Required,(for all approved configurations on Sheets 2&3) SIII Height to Max,(+)DP
ForcomoraggIliplanchonage on 90'or 135°cancer units,soe sheel I1 (Water Infiltration Rating) II
Table applies to all Glass typos and DoorUnft Height SIII Riser Height OH LENGTH F+
B4- 90 6" (+)Design
the Stile/Astragal typos shown below. _ DLO (Flat or Box,see F
PosAW(«)OP may be Imited by - O95-718" ) Pressure,ps( 2
Table tA. Anchor Group Anchor mup AnchorOmuv Anchorcroup Sheet 17 OH LENGTH
1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 Flush-1-1/2' see note 3 OH RATIO=OH HEIGHT = 00� OH RATIO 2 1
NeonPressure +90.0/-127.1 +90.0/-120 +90.0/-110.8 +90.0/-1029 " y Q
24' 17' Head/Sill C4+1 C4+1 G4+1 CA+1 C4+1 C4*1 G4H C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 G4+1 C4+1 G4+1 Medium-3-114"
DLO Jamb 8 8 8 8 8 a 8 9 6 8 8 8 8 8 8 8 -
P-hook 6+7 6+7 8+7 6+7 7+8 7+8 7+8 7+6 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8
Design Pressure +90,0/-106.3 +90.0/-100.2 +90.0/-92.2 +85.3/-85.3 SEE NOTES 1-3 SEE NOTE 3
23' Head/Sill C4+1 C4.1 C4+1 CA+1 C4+1 CA+1 G4+1 G4+1 C4+1 C4+1 C4+1 CA+1 G4+1 C4+1 C4+1 C4+1
DLO Jamb 8 B 8 8 8 8 8 8 8 8 8 8 8 8 6 8
Patook 6+7 6+7 6+7 6+7 7+8 7+8 7+B 7*a 7+6 7+8 7+8 7+8
7*8 7+a 7+B 7+8 NOTES: _
Das n Pressure +90.0/-92.9 +87.3/-87.3 .80.0/•80 +73.8/-73.8 1 POSITIVE PRESSURES IN TABLE 1 ARE BASED ON THE USE OF THE 4"SILL.
36, 29" Head/Sill C4+1 C4+1 C4+2 G4+2 G4+1 C4+1 C4+1 Gi+1 C4+1 G7+1 C4+1 G4+1 C4+1 C4+1 Ott C4+1 )
DLOmb 8 8 8 8 B 8 B 8 6 a 8 8 a a 8 8
3 ook e+ 7+a 7+e 7+e 7+e 7+a 7+e 7+0 7+e 7+8 7+8 7+e 1+8
2)WHEN USING THE 2-112"SILL,POSITIVE WATER DP IS 46.67 PSF MAX.WHEN USING
ressure *83.7/-93.7 +18.4/-78.4 +71.6/-71.6 +65.8/-95.8 THE 3-114"SILL,POSITIVE WATER DP IS 60.0 PSF MAX.WHEN USING THE 4"SILL,
42" 35" d/Si11 G+2 cA+2 C4+2 CA+2 .2 C7+2 G4+2 Ct+2 C4+t C4+1 G4+2 C4•2 G4+1 CA+1 G4+2 C4+2 POSITIVE WATER DP IS 90.0 PSF MAX(NEGATIVE PRESSURES UNCHANGED).SEE TABLE
0mb 8 8 8 a 8 a 8 8 8 8 a 8 8 8 8 8 1A
.100 w% +7 6+7 6+7 7+8 7+8 7+8 7+8 7+8 7+8 7+9 7+8 7+8 7+8 7+8 7+8
E ressure +72.0/-72 +65.5/65.5 +60.0/-60
41" d/Sill C1+2 G4+2 C4+2 G7+2 C4+2 C4+2 G4+2 C4 Cq+2 C4+2 C4+2 C4+2 C4+2 G4+2 C4+2 G4+2 3)4',3-114"AND 2-1/2"SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS
DLOmb 8 88e 0 a e e e8e6THE 1-1/2"SILL IS NOT AND MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT
ook 8+7 8+7 6+7 8+7 7+s 7+8 7+e 7+8 7+8 7+0 7+e 7+a 7+0 7+e 7+B 7+e REQUIRED.MAX.POSITIVE DESIGN PRESSURES SHOWN IN TABLE 1 MAY BE USED WHEN
ressure +72.5/-72.5 +67.4/•67.4 +61.0/-61 +54.7/64.7 THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE CURRENT FLORIDA
�, 47' d/Sill C4+2 CA+2 C4+2 C4+2 G4+2 C7+2 C4+2 C4+2 134.2 C4+2 C4.2 C4+2 C4+2 C4+2 G4+2 C4+2 BUILDING CODE(SEE ADJACENT DIAGRAM);THIS CONDITION IS NOT RATED FOR WATER
DLOmb a e e 0e e s s 8 e 8 0 a e eINFILTRATION.
ook 8+7 8+7 8+7 6+77+a 7+a1+g 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+6
Pressure +69.1/69.1 +64.0/-84 +57.6/67.6 1 +50.6/60.6 SEE SHEETS 10-14 FOR ANCHORAGE SPACING,EDGE DISTANCE AND EMBEDMENT
so, 53' Head/ShGt
c C4+2 +2 C4+3 C4+3 C4+2 C4+2 C4+3 G4+3 C4+2 C4+2 C4+2 CA+2 G4+2 C4+2 C4+2 Gt+2 4)
DLo Jamb 1 8 1 8 I 8 8 0 1 8 1 8 1 6 1 8 1 a 1 11 1 8 1 6 8 8 8 INFORMATION.
P•Aook 8+7 6+7 8+7 8+7 7+87+8 7+6 7+8 7*8 7.6 7+8 7+87+8 7+8 7.8 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" t'RODUC r k8V1seu
mr.plT¢p wl0ss"M&r
hr.H1y CMt.
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. x Mk
S=/0/3'1Y
Straight Astragal Lockstile @ 90'Astragal Lockstile @ 135'Astragal Lockstile @
Interlock P-hook Lockstile @ Jamb Assembly Straight Astragal Assembly 90"Astragal Assembly 135'Astragal
Standard Stiles Standard Stile Standard Stile Standard Stile Standard Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile
Standard Astragal Outsidetslda C Inside
Outside Corner
Corner
Inside
Inside Corner-I I Corner Outside
Corner Ly
rrr�i
Part#61(Stile) part#119 Out. Part#61(Stile) \.`��p�4y.....N,7hii���.,
Part 460(x2) Part#60 Part#60 Part 960(Stile) Part#60 Part 4118(Corner (Out.) Parts#31  Part#61 �� �1GLNS
Part 967(Astragal) Part#120(In.) F•••' F
Receiver) (Corn.&Fxd Mount)
;r r Plo.56705 :7
ameer o.% xe.wru or."to�.e STATI ��
1070 TECHNOLOOYMPIEun-T
DPANDANCHORAGE '4•?n''•.. •`� =
N.VENICE,FL 94376 �
R
(941"80-1600 SERIES 670 ALUM.SGD-NON-IMPACT aT �,r'S/�/,��).,Ic
or"ney, ar: 01.
astir a swIftA.LVNt•}7�5870,_
JR 02/20/14 CERT.OFAI/!H.73s3e6 .1.10 NTS 6 a 22 POT0128 A P.E#58705
TABLE 2: TABLE 2A:
Design Pressure(DP)and Anohor Quantities Required,(for all approved configurations on Sheets 2&3) Sill Height to Max.(+)DP
For comer aslregal anchorage on 90'or 135'comer units,am stool 11
Door Unit Height (Water Infiltration Rating)
-Tawe applies m 69 Glass types and64. so as foz' 108, 114• 120• Sill Riser Height
the SlilelAoragal types shown 73-7 8'DLO 711•IB'DLO BS-7 -DLO 91-7l8'DLO -7/8'DLO 103-7/B'D O 109-718'DLO (+)Design
below.Positive(+)DP may be (Flat or Box,ses
limited by Table 2A. AncharOroup shorOroup AnchorOroup AnchorGroup Anchor roup Anchor Group Anchor Oroup Sheet 17 PIBSSUre,P5f
Fw
1 2 3 4 1 2 3 4 :j;j=3 4 1. 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 )
Des.. Praasum +90.01-140.0 a90.o/•r33.o + .01-122.0 +90.01-114. +90.0/-106.0 .90.01-99.0 +90.0 43.0 +6601 8.0 Flush-1-1/2' see note 3
24' 17' H9ad/SI4 21+1 C4+1 C4+1 C4+1 04N C4+1 C4H C4N C4N G+1 C4+1 CW C4+1 C4+1 CA+1 C4+1 CA+1 C4H G+1 CA+1 04+1 C4+1104+1 C4N C4+1 C4+1 Cd+1 C4+1 C4+1 C4+1 C4+1 C4+1 Low-2-1/2" +46.67
DLO Jamb 6 a e e e e e e 6 e e e 8-1-8 e 8 10 10 10 10 to to io 10 tD to to 10 10 10 10 10
P-h. 6+T 7+e 7+8 7+0 718 7+8 7+8 he 7+11 7+8 7+8 7+8 7+8 7+8 7+8 7+8 B+9 11+9 e+9 8+9 8+9 8+9 8+11 8+11 8+10 BNO 9+10 8+10 9+10 9+10 9+10 8+10 Medium-3-1/4" +80.0
Design Pressure +80.01-141.8 +90.01.133.6 +90.01.122.9 +90.0/•113.8 +90.0/•105.9 +90.01-99.1 +90.0/33.1 +8x8147.6 High-4' +90.0
�, 23' tlead/Sl13 CSN C5+1 C8+2 C6+2 CSN C5N C5+2 C542 C5+1 C5+1 C5+1 CSN C5+1 CSN C6N C5+1 C6+1 C5+1 CfiN CSr1 C6+1 C5+1 C5+1 C5+1 C5+1 C5+1 C8N C6+1 C5+1 C5+1 C5+1 C5N SEE NOTES 1-3
DLO Jamb e B 10 8 e 8 10 8 8 B 10 8 8 B 10 a 10 10 10 10 10 10 10 10 16 10 10 10 10 10 10 10
P4wok 7+8 8+9 8+9 8+9 708 8+9 8+9 8+9 7+8 0+9 8+9 8+9 7+8 8+9 8+9 8+9 8+9 8+9 8+9 11+9 g+9 B+g B+B 8+9 9"019+1019-10 9+10 9+10 gN0 8+18 9+10
Desl9n Pressure +90.0/-123.9 +90.0/-116.4 +90.01-106.7 +90,01-98.5 +90.0/41.4 +85.31.85.3 +80.0/-80.0 +75.3/•76.3
29' Head/Sill C6+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 05+2 C5+2 05+2 C5+2 C5+2 C5+1 C5+1 C5+2 C5+2 C5N C5N CS+2 C5+2 CSN C5+1 CS+1 CSN C5+1 C5+1 C6a1 C5+1 C5+1C5+1 C5+1 C5+1
DLO Jamb 8 a 10 B 8 8 10 B 8 8 10 '8 B 8 19 a 10 10 1
0 10 10 10 10 10 10 10 10 10 10 10 10 f0
P hook 7+8 8+9 8+e 8+9 7+8 8+9 8+8 11+9 7+8 6+9 8+8 8+9 7+8 8+9 8+9 8+9 B+B 11+0 8+11 8+9 11+9 8+9 8+9 8+9 9+10 9+1D 8+10 9+10 9+1019+1019+1.i.;,.
Design Pressure +90.01.111.6 +90.0/-104.5 +90.0/35.4 +117.6/-137.8 +81.3/41,3 +75.7/-75.7 +70.8/-70.8 +66.5/-66.5
42, 35' .Headi519 C5+2 C6+2 C5+2 C6+2 C-542 C6+2 CS+2 C6+2 C5+2 C5.2128+212E+2 CS+2 CS+2 C5+2 C5+2 05+2 C5+2 05+2 C5+2 C5+2 C5+2 C5+2 C5+2 C6+1 C6+1 C5+2 C5+2 C5++1 C5+1 05+2 C5+2
DLO Jamb 11 B 10 8 8 8 10 8 8 8 10 8 8 B 10 0 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10
P-hook 7a0 B+9 8+9 S 718 11+9 B+B 8+B 7+8 6+1 8+9 8+1 7+8 11+9 B+B 8+9 8+9 8+9 8+9 8+9 8+9 B+B 8+0 8.9 Br10 BNO 9N0 BNO 9+10 BNO 9N0 BNO
oeslgo Pressure +90,01.102.9 +90.0/-96.0 +87.3/-87.3 +80.0/40.0 +73.8/-73.8 468.0/-68.6 +64.01-64.0 +80.0/-60.0
48' 41 ttaad/Sig CSa2 C5+2 C5+3 CS+3 C5+2 C5+2 C6+2 C5+2 C6+2 C5+2 C5+2 C5+2 05+2 C5+2 C6+2 C5+2 CS+2 05+2 CS+2 C5+2 C5+2 C5+2 CS+2 C6+2 C5+2 C5+2 C5+2 C6+2 C3+2 C5+2 C4+2 C5+2 DLO WIDTH=
DLO
Jamb
8 8 10 a 8 B 10 8 8 e 10 8 B e 10 8 10 1
0 16 10 10 10 10 10 10 10 1D 10 f0 f0 10 10
P4wok 7+8 8+9 8+9 B+9 NB 8+9 8+9 8+9 7+8 8+9 8+9 8+9 7+6 B+B 11+9 11+9 8+9 6+9 8+9 8+8 8+9 6+9 8+9 8+9 BNO 9H0 8+10 9+10 8+10 9N0 8110 8+10 NOM.PANEL WIDTH-T'
Design Pressure +83.0143.0 +77.2/-77.2 . +69,8/-69.8 +63.8/43.8
g64, 47"fieC4+2 C4+2 C5+3 C5+3 C4+2 C4+2 C5+2 C5+1 C4+2 C4+2 C5+2 CS+2 04+2 C4+2 C5+2 C5+2 DLO HEIGHTa 6 e e a e e B e e 8 8 e e a e DOOR UNIT HEIGHT-10.125'6+7 7+87+B7+8 7+8 7+B 7+B 7+8 7+8 7+8 7+11 7+B 7+8 7+8 7+e 7+B Not available In these sizes
2/-79.2 +713/•73.3 +66.0/-68.0 +60.03 C4+3 C6+3 C5+3 C4+3 C4+3 C5+3 CS+3 G+2C4+2 M+3 CS+3 C4+2 C4+2 C5+ C5+2 PANEL HEIGHT=
a e B B e 8 e e B B e e e eaBDOOR UNIT HEIGHT-1.866"
8+7 7+11 7+8 7+11 7+e 7+8 7+11 7+11 7+6 7+0 NB 7+8 7.11 7+8 718 7+8
O= EXAMPLE ON SHEET 9
THE FOLLOWING STILE&ASTRAGAL TYPES SHALL BE USED FOR TABLE 2,SEE SHEETS 21&22 FOR PART DIMENSIONS AND SHEETS 18 819 FOR ASSEMBLY DETAILS.
Interlock P-hook Lockstile @lamb Straight Astragal Lockstile @ 90'Astragal Lockstile @ 13S'Astragal Lockstile @
Assembly Straight Astragal Assembly 90*Astragal Assembly 135'Astragal
Heavy-duty Stiles Heavy-duty Stile Heavy-duty Stile Heavy-dutyStlle Heavy-duty Stile Heavy-duty Stile Heavy-duty5tile Heavy-duty Stile Heavy-duty Stile
Standard Astragal Outside CCoalorner Outside
Outside Corinside
Corner Corner
1BdH'9 irFD
6� Inside
f
9gaP.teck&sCornerOutsideInside CornerCornerPart#61(Stile) Part U61(Stile) part#119 Part#61(Stile) `'S("�• `• ��
Part#61(x2) Part#61 Part#61 Part N67(Astragal) part#61 Part#118(Corner Part#120(in.) Parts#31&432 Part#61
Receiver) (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 PRES.UNCHANGED).SEE TABLE 2A. OH LENGTH3)4".3-1/4"AND 2-1/2"SILL HEIGHTS ARE TESTED FOR WATER I+-
ION WHEREAS THE 1-1/2"SILL
S NOT AND MUST ONLY BE USED
WHERE WATER RESISTANCE IS NOT REQUIRED.MAX.POSITIVE DESIGN PRESSURES SHOWN IN TABLEI2 MAY BE USED WHEN HE DOOR IS C9 ��t�V LYNN qULI
.//��
PROTECTED BY AN OVERHANG COMPLYING WITH THE CURRENT FBC(SEE ADJACENT DIAGRAM);THIS CONDITION IS NOT RATED-FOR = Ool OH RATIO z 1 \\t�,.''�1GENSF '•.F(
WATER INFILTRATION. 2 '
4)SEE SHEETS 10-14 FOR ANCHORAGE SPACING,EDGE DISTANCE AND EMBEDMENT INFORMATION. = sc too-58705 7r _
5)DOOR SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN REQUIRED. OH RATIO=OH LENGTH /
6)JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY,DIVIDE BY 2 FOR PAIRS TO BE INSTALLED. OH HEIGHT SEE NOTE 3
RRM BY• K R�Nrbu' _ pie -�'� '. �O,O�(S 4/�
1070 TECHNOLOGYDRNE DPAND ANCHORAGE Pton�i. •'G\�;v,;
Rl w N.VENICE,FL 34276
SERIES 670 ALUM.SGD-NON-IMPACTF�� `
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TABLE 3: TABLE 3A:
Design Pressure(DP)and Anchor Quantities Required,(for all approved conNgurations on Sheets 2&3) Sill Helghtto Max,(+)DP
For comer astragal anchorage on 90'or 135'comer unite,see shoot 11 (Water Infiltration Rating)
Table applies to all Glass types and Door Unit Height Sill Riser Height + Design OH LENGTH
BO' 84' 90' 98' ( ) 9
the stile/Astragal types shown (Flat of Box,see F
88-7/8'DLO 73-718'DLO 79-718'DLO g5-7/B•DLO Pressure,Psi z
below.Posilise(+)DP may be Sheet 17)
limited by Table 3A. Anchor Type Anchor Type Anchor Type Anchor Type
1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 Flush-1-112" see nate 3 = OOI OH RATIO 21
Design Pressure + + - + - + -iMU Low-2-112" +46.67
24' 17' Heed/Sill C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 Medium-3-1/4' +80.0 O
DLO Jamb 8 8 8 8 B 8 B 8 8 8 8 B 8 1 8 1 8 8 High-4" +90.0
P-hook 1 6+7 1 7+8 1 7+8 1 7+8 7+8 1 7+8 1 7+8 1 7+8 7+8 1 7+8 1 7+8 1 7+8 7+8 1 7+8 1 7+8 7+8 SEE NOTES 1-3
Design Pressure +90.0/-159.5 +90,0/-150,3 +90.0/-138.2 +90.0/-128
30" 23' He Sill C5+2 C5+2 CB+2 C8+2 C5+2 C5+2 C8+2 C6+2 C5+1 CS+1 CB+2 C6+2 C5+i C5+1 C6+2 CB+2 OH LENGTH
DLO Jamb 8 8 10 8 e 0 10 8 0 8 1 10 1 8 B 1 B 1 10 1 8 OH RATIO= OH HEIGHT
P-hook 1 6+8 9+10 9+10 9+10 8+9 9+10 9+10 9+10 8+9 9+10 1 9+10 9+10 8+9 I 9+10 I 9+10 I 9+10 NOTES:
Design Pressure +90.0/439.4 1 +90.01-130.9 +90.0/-120 +90.0/-170.6 1 POSITIVE PRESSURES IN TABLE 3 ARE BASED ON THE USE OF THE 4"SILL.
36, 29' Head/Sill C5+2 C5+2 C6+2 C6+2 C5+2 C5+2 CB+2 C8+2 05+2 C5+2 CB+2 06+2 C5+2 C5+2 06+2 C6+2 )
DLO Jamb 8 8 10 B 8 8 10 8 B 8 16 8 8 1 8 1 10 8
P-hook 8+9 9+10 9+10 9+10 8+9 19+1019+1019+15 B+9 9+10 9+10 1 9+10 8+9 9+10 9+10 9+10 2)WHEN USING THE 2-1/2"SILL,POSITIVE WATER OP IS 46.67 PSF MAX.WHEN
Design Pressure +90.0/-125.5 +90.0/-117.6 +90.0/-107.3 +90.0/-96.7 USING THE 3-1/4"SILL,POSITIVE WATER DP IS 60.0 PSF MAX.WHEN USING THE 4"
a 42' 35• Hood/Sill C5+2 C5+2 CS+2 C6+2 C5+2 C5+2 C6+2 C6+2 C5+2 C5+2 C6+2 C5+2 C5+2 06+2 C6+2 SILL,POSITIVE WATER DP IS 90.0 PSF MAX(NEGATIVE PRESSURES UNCHANGED).
DLO Jamb 8 1 8 1 10 1 8 B 1 8 1 10 1 8 8 8 10 8 8 8 10 8 SEE TABLE 3A.
P-hook 8+9 9+10 9+10 9+10 8+9 18+1019+1010+10 6+9 19+1019+1019+10 8+9 f 9+10 9+10 8+10
a Design Pressure +90.01-115.7 +90.01-108 +90.01-98.2 +90.0/ 0 3)4",3-1/4"AND 2-112"SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION
z 41' Head/Sill C5+3 C5+3 C8+3 C8+3 05+2 C5+2 CB+3 CB+3 C5+2 C5+2 C8+2 C8+2 C5+2 05+2 C6+2 C6+2 WHEREAS THE 1-1/2"SILL IS NOT AND MUST ONLY BE USED WHERE WATER
48' DLO Jamb B 8 10 6 8 B 10 8 8 8 10 8 8 8 10 8
RESISTANCE IS NOT REQUIRED.MAX.POSITIVE DESIGN PRESSURES SHOWN IN
P-hook 8+9 9+10 1 9+10 9+10 8+9 10+1019+1019+10 8+9 19+1019+1019+10 8+9 1 9+10 I 8+10 9+10 TABLE 3 MAY BE USED WHEN THE DOOR IS PROTECTED BY AN OVERHANG
Design Pressure +831-83 +77.21-77.2 +69.81-69.8 +62.6/-62.6 COMPLYING WITH THE CURRENT FLORIDA BUILDING CODE(SEE ADJACENT
54' 47' Head/SIII C4+2 1 C4+2 C5+3 C5+3C4+2 C4+2 C5+2 C5+2 C4+2 C4+2 C5+2 C5+2 C4+2 C4+2 04+2 C4+2 DIAGRAM);THIS CONDITION IS NOT RATED FOR WATER INFILTRATION.
DLO Jamb B 8 8 B 8 8 8 8 8 8 B 8 B I B I 8 I8
P-hook 6+7 7+8 17+B 7+8 7+8 7+g 7+e 7+8 7+e 7+8 1 7+8 1 7+8 7+8 1 7+8 1 7+8 17+g 4)SEE SHEETS 10-14 FOR ANCHORAGE SPACING,EDGE DISTANCE AND
Design Pressure i +79,21-79.2 +73.3/-73.3 +661-66 +581-50
53' Head/Sill C4+3 C4+3 C5+3 C5+3 C4+3 C4+3 C5+3 05+3 C4+2 C4+2 C5+3 C5+3 C4+2 C4+2 04+2 C4+2 EMBEDMENT INFORMATION.
60' DLO Jamb 8 8 8 8 B 8 8 8 B 8 8 8 8 8 8 B
P-hook 6+7 7+8 7+e 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+B 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.
DUC RLMSr6D
DLO HEIGHT=DOOR UNIT HEIGHT-10.125" reor p1 "Wil yAeF"ih
PANEL HEIGHT=DOOR UNIT HEIGHT-1.866" AeaxaaKNa i -(DL4'/K
6yrrlr Date14 Imo,
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. bl l l
Interlock P-hook Lockstile @Jamb Straight Astragal Lockstile @ 90'Astragal Lockstile @ 135'Astragal Lockstile @ K*We1 FA*? ed
Cov
Assembly Straight Astragal Assembly 90'Astragal Assembly 135'Astragal
Heavy-duty Stiles Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile
Heavy-du[yAstragal Outside Corner„ Ins{ e
Outside
Outside Corner
Corner
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Part#61(Q) Part 461 Part H61 part 968(AstragaPart H61 Part 9118(Corner l) Rec
Part H320(In.) Parts H31&H32 Part H61 I '
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SEE JAMB (7)P-HOOK ANCHORS, SEE'C5"CLUSTER MAX.UNIT WIDTHDETAILS,SHEET 10
SPLICE REQUIRED @ (PERPENDICULAR TO GLASS DETAILS,SHEET 10 FOR SEE"C5°CLUSTER DETAILS, FOR ASTRAGAL
NOTE, EXTERIOR PLANE)SEE TABLE 2,SHEET 7 INTERLOCK REQUIRES"C6" SHEET 10 FOR INTERLOCK POCKETS 24°MAX.O.C.
CLUSTER,SEE
THIS AND 60"NOM. DETAILS,SHEET 11 x x
SHEET SEE POCKET 8 P-HOOK PANEL WIDTH
O r- _ x x /� x x x x FMAX.
JAMB MOUNTING I x x x x x f x x x x x x INSTALLATION, ADAPTER I s'MAX. x x x x xx x x x x
THIS SHEET
ANCHORS MIDWAY l 0 3"MAX.
&SHEET 14 BETWEEN P-HOOK i ®' I I 4 PAIRS OF
ANCHORS&AT 3" I I o x=FRAME x x ANCHORS
l. : FROM TOP& i rc ®� I I m ANCHORS 96 (TOTAL 8
BOTTOM I a 14^ I_i 1 o UNIT zt^MAX• ANCHORS)
>; MAX.D.C.' 'TTT--- HEIGHT 0'0' PER JAMB
4.051"'\ "MAX.TO OPENING y& ®I I to MAX.D.C. n®=p-HOOK
EDGE OF POCKET INSSEE i o i to Z ANCHORS x x� (SEE JAMB
LL ¢ ® 1 DETAIL
DETAILS'Jc'&'Kc', Imp I°� filo=P-HOOK BELOW)
END PANEL SHEET 14&PART i a ®I i � MOUNTING
ANCHORAGE DETAILS'J'&'W. I y l I I 0 3°MAX. ADAPTER x x
24"MAX. (2 ANCHORS) SHEET 19 FOR a �- lel ANCHORS _
O.C. P-HOOK L---- 6"MAX. z x x x x
"+2" ANCHORS x x x 0-1)
-x x x x x x x' END PANEL
END PANEL x' x, x x x x x x . x' 6•MAX. ANCHORAGE SEE
ANCHORAGE ANCHORAGE ✓ x x x x x x x x' x x •�2+ .+2^ SKETCH BELOW)_
(SEE SKETCH BELOW) "+2, �•a2° •.2" ANCHORAGE
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:
O.C. 60"x 96"NOM.PANELS,ANCHOR GROUP 3 IN CONCRETE SUBSTRATE(SEE TABLE 2,SHEET 7) 6„ SPLICE NOTE:
NON-STRUCTURAL
ANCHORAGE EXAMPLE NOTES: ANCHORS MAY BE ADDED
I 1)APPROVED ANCHORS:SEE TABLE X SHEET 1 AS NEEDED TO ALIGN THE
2)ANCHOR LOCATION SPACING FOR ANCHOR QUANTITIES SPECIFIED IN TABLES 1-3,SHEETS 6-8: EXTERIOR HEAD OR SILL IF A SPLICE
60" I CENTERLINE OF HEAD&SILL:8"MAX.FROM FRAME CORNERS.USE SPECIFIED CLUSTER FROM 21„ _E7_ OCCURS AT THE P-HOOK.
NOM. •% INTERLOCK APPROPRIATE TABLES,SHEETS 6-8 AT EACH INTERLOCK AND STRAIGHT AND CORNER MAX.
PANEL SEE"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 ��� 5.64" VliUpuC f REVISED
REQUIRED IF THE O.C.DISTANCE TO THE NEXT ANCHOR kmomco with the�G
ANCHORAGE
CLUSTER IS OVER 24",OTHERWISE ANCHORS ARE NOT i �•rC•M
Aue�I No
3.5" REQUIRED AS PER THE FIGURE AT RIGHT: F" R 0P 6"MAX. Hwy DON
CENTERLINE JAMBS&P-HOOKS:6"MAX.FROM BOTTOM,21"MAX.ANCHOR PAIR O.C.(JAMBS),14"MAX.ANCHOR
CK
OF PANEL 2 O.C. (P-HOOK)UTILIZING ANCHOR QUANTITIES FROM APPROPRIATE TABLES,SHEETS 6-8. SEE
FRAME A
FRAME JAMB
P-HOOK ANCHOR DETAILS ON SHEET 14. ANCHOR PAIR
REQUIRES "+2"ANCHORAGE SEE"C5"CLUSTER END PANEL
CENTERLINE CENTERLINE
"C6"CLUSTER,SEE DETAILS,SHEET 10 ANCHORAGE
• DETAILS,SHEET 11 F�OF FOR ASTRAGAL �OF (2 ANCHORS) 8"
I INTERLOCK ASTRAGALA_
i 4.051" —I— 3.5" I MAX.
•
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I OF PANEL 5 _ Nu.5II705 -
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ASTRAGAL OR SPLICE LOCATION ASTRAGAL OR I (FOR SPLICE INTERLOCK- 2.04"
INTERLOCK IF NEEDED INTERLOCK—, CONDITION,USE ASTRAGAL OR SPLICE LOCATION 6"DIAG.
IF NEEDED 2.04"
CENTERLINE I
CENTERLINE I CENTERLINE "C6"CLUSTER DETAIL) 1 75„
ExreRloR 6"DIAG,
3.5" 7" �„
3.5" 21"
1.75"
4"D G. 4"DIAG. MAX,
O.C. EXTERIOR
2.04' 2.04" 2.04" ill 21°
5.64" MAX.
3.5" 4"DIAG. EXTERIOR 7" 3.5° O.C.,
EXTERIOR 7„ EXTERIOR 7"
n fl 7„ 6"MAX.
V 2-TRACK FRAME HEADISILL 2-TRACK FRAME HEAD/SILL v 2-TRACK FRAME HEADISILL 5.64"
(a)ASTRAGAL OR INTERLOCK A ASTRAGAL OR INTERLOCK (aD ASTRAGAL OR INTERLOCK J-TRACK
(USE WHERE 4 CLUSTER (USE WHERE 5 CLUSTER (USE WHERE 6 CLUSTER FRAME JAMB
ANCHORS ARE REQUIRED,"04") ANCHORS ARE REQUIRED,"C5") ANCHORS ARE REQUIRED,'C6") 6"MAX.
ANCHOR PAIR
4-TRACK
ASTRAGAL OR SPLICE LOCATION ASTRAGAL OR (FOR SPLICE ASTRAGAL OR�SPLICE LOCATION 6"DIAG. FRAME JAMB
INTERLOCK—IF NEEDED INTERLOCK-1 CONDITION,USE INTERLOCK IF NEEDED2.04" EXT ANCHOR PAIR
CENTERLINE I CENTERLINE I "C6"CLUSTER DETAIL) CENTERLINE 3.5"
3.5" 3.5" 7°
ANCHORS MAY BE INSTALLED
21" EITHER IN THE EXT.OR INT.
o I
2.04" 4.08" 4"DIAG. MAX. TRACK(INT.SHOWN)O.C.
4.08" -
2.04"
5.64" NOTES:
1.ALL DIMENSIONS SHOWN
EXTERIOR f 7„ EXTERIOR 7„ 4"DIAG. EXTERIOR 3.5"- ARE BASED ON MIN.
IL I� AM 6"MAX. ALLOWED.
`� 3-TRACK FRAME HEAD/SILL v 3-TRACK FRAME HEADISILL 3-TRACK FRAME HEAD/SILL 2.FOR HEAD OR SILL SPLICE
(7a ASTRAGAL OR INTERLOCK (a)ASTRAGAL OR INTERLOCK Ca>ASTRAGAL OR INTERLOCK LOCATIONS/ANCHORAGE AT
(USE WHERE 4 CLUSTER (USE WHERE 5 CLUSTER (USE WHERE 6 CLUSTER 3-TRACK FRAME JAMB P-HOOK SEE SHEET 9.
ANCHORS ARE REQUIRED,"C4") ANCHORS ARE REQUIRED,"C5") ANCHORS ARE REQUIRED,"C6") ANCHOR PAIR
(FOR SPLICE FOR SPLICED
ASTRAGAL OR SPLICE LOCATION ASTRAGAL OR ASTRAGAL OR CONDITIONS ONLY: DRODUCTREVp8ED
(FOR SPLICE CONDITION,DO NOT ._
INTERLOCK IF NEEDED INTERLOCK INTERLOCK r
CENTERLINE CENTERLINE CONDITION,USE USE THIS DETAIL) SPLICE LOCATION Isco ft 111be FiorW�
I I " CENTERLINE b�MY�C51A�
C6"CLUSTER DETAIL) _ IF NEEDED Ppo/ / �y
1.5" I 3.5" 3.5" 6`ptraWep�p' �
3.5 �( 3.5" 7" I
Kk k�
2.04" a 4"DIAG. 2.04" 4"DIAG. 2.04"
2.04' 5.37"DIAG. 4"DIAG.
4.08" i
2.04"
4"DIAG.
EXTERIOR 7" —� 3.5" \��` NV LYN;V
EXTERIOR 7,. —� EXTERIOR 3.5"
nn nn ��F.•. ��cONs�'•..�.p �i
V 4-TRACK FRAME HEAD/SILL 4-TRACK FRAME HEAD/SILL V 4-TRACK FRAME HEAD/SILL
(c)ASTRAGAL OR INTERLOCK aP ASTRAGAL OR INTERLOCK @ ASTRAGAL OR INTERLOCK N0.68705 ;
(USE WHERE 4 CLUSTER (USE WHERE 5 CLUSTER (USE WHERE 6 CLUSTER ANCHORS ARE REQUIRED,"C6")
IS
ANCHORS ARE REQUIRED,"C4") ANCHORS ARE REQUIRED,"C5") WITH&WITHOUT SPLICE CONDITION __..U`` OLnn
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2.04" 2.04" INTERIOR 2.04" INTERIOR 2.04 NOTES:
INTERIOR INTERIOR 7" 1.ALL DIMENSIONS SHOWN
ARE BASED ON MINIMUM
?4'DIAG. 4"DIAL. 8'94 ALLOWED.
6.12" 6.12' 3.5" 3'S" 2.DETAILS DEPICT ANCHOR
INTERIOR INTERIOR 7 INTERIO INTERIOR 1 ° QUANTITY AND SPACING,
90° ° 3. 1 ° EXTERIOR AND WOULD BE IDENTICAL
EXTERIOR EXTERIOR 4"DIAG. 4"DIAG. FOR EXTERIOR OR INTERIOR
EXTERIOR
CORNER CONFIGURATIONS.
4" 3.5" 3 5" "+1"ANCHOR
q"
2,04^ EXTERIOR 2.04" 7" 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 HEADISILL 2-TRACK FRAME HEAD/SILL 2-TRACK FRAME HEAD/SILL I- 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,' ANCHORS ARE REQUIRED,"C6") ANCHORS ARE REQUIRED,"C4-) ANCHORS ARE REQUIRED,"C6')
4,08"
"+2"ANCHOR
INTERIOR INTERIOR
EXTERIOR 4.08"
"+1"ANCHOR 2.04"
4" 7.41" 4"DIAG.
INTERIOR 3.5" INTERIOR
3.5,. I
gp• 7„ 135° CENTERLINE
3 I EXTERIOR OF PANEL
3.5' "+3"ANCHOR
4.08" 4.08" 7"
5.37"DAG. 5.37"D AG.
CENTERLINE 2 04"
3.5" 4' 3.5"
4 OF PANEL 4"DIAG.
EXTERIOR EXTERIOR 7" 4° INTERIOR �N "+2"ANCHOR °3.5"
7� EXTERIOR ALL _ 7"
90'CORNER 135°CORNER VIEWS CENTERLINE
3-TRACK FRAME HEAD/SILL 3-TRACK FRAME HEAD/SILL lul �—OF PANEL
("C6"ANCHOR CLUSTER REQUIRED ("C6"ANCHOR CLUSTER REQUIRED L 2-TRACK FRAME HEADISILL
AT ALL 3-TRACK CORNERS) AT ALL 3-TRACK CORNERS) 4"DIAG. INTERMEDIATE ANCHOR LAYOUT
INTERIOR 6.12" INTERIOR 2.04" CRODUCr REVISED -
2.04" 12" 3.5" I �wplC »ilhtheFbriAn
EXTERIOR '`CENTERLINE anoa?rwceko fS./ /3•/t{
4" INTERIOR 5.88" I OFPANEL I ?e nada.H/7/yo
INTERIOR 90° 4 3.6.. 135° 2 04„ "+3"ANCHOR--
DIA 7
4.08"
6.12" 4"DIAG. 6.12"
7" EXTERIOR
2.04„ 3.5' 4" 3.5" 3.5" III
7" 4"DIAG. EXTERIOR 4„ I CENTERLINE
EXTERIOR i� - 2.04" �— \� \20,•.........Hre(X,
90°CORNER 135°CORNER OF PANEL r ��cews�- •.,.�
4-TRACK FRAME HEAD/SILL 4-TRACK FRAME HEAD/SILL 4-TRACK FRAME HEAD/SILL
("CANCHOR CLUSTER REQUIRED ("C8'ANCHOR CLUSTER REQUIRED INTERMEDIATE ANCHOR LAYOUT No.587,)5B"
AT ALL 4-TRACK CORNERS) AT ALL 4-TRACK CORNERS) (3-TRACK SIMILAR) •. l�sI(S
STATE OF r(/
ANCHORAGE,EXAMPLE CLUSTERSFr
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JR 02120/14 WRT.OFAUM.N28286 5GI?870 NTS 11
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"' — 2-1116"• 2-1/16"' NOTES:
EXTERIOR 1/4" 1/4" 114" 1.ALL DIMENSIONS
o MAX. o MAX• EXTERIOR SHIM ON MVIN.ALLOWED.
SHIM EXTERIOR r N ARE BASED
SHIM
2.METAL TE WOOD
EMBEDMENT: SUBSTRATES MAY BE
SEE TABLE A, J USED FOR ALL FRAME
SHEET 1 TYPES PER TABLE A,
2X WOOD WOOD ANCHOR TYP., 2X WOOD WOOD ANCHOR TYP., METAL TYP., SMS ANCHOR TYP., 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 •DIAGONAL O.C.IS
2-TRACK FRAME HEAD 3-TRACK FRAME HEAD 4-TRACK FRAME HEAD MIN 4"(HEAD&SILL)
Aw WOOD INSTALLATION Rw WOOD INSTALLATION METAL INSTALLATION OR 6"(JAMB)SEE
WOOD ANCHOR TYP., 2X WOOD WOOD ANCHOR TYP., 2X WOOD SMS ANCHOR TYP., METAL TYP., DETAILS,SHEETS 10&11.
SEE ANCHOR NOTES TYP.,SEE ANCHOR SEE ANCHOR NOTES TYP.,SEE ANCHOR 4&TABLE
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(114"MAX.) ry SHEET 1� 1 SHEET 1�
1
(114"MAX.) (1/4"MAX.)
EXTERIOR T EXTERIOR EXTERIORT 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
SEE TABLE A,SHEET 1 SEE TABLE A,SHEET 1
EMBEDMENT:SEE TABLE A,SHEET 1 EMBEDMENT:SEE TABLE A,SHEET 1
CRMFRAME TA
WODNTALLATION WOOD INSTALLATION w MEL INSTALLATION
EMBEDMENT:SEE
TABLE A,SHEET 1
EDGE DISTANCE:
EMBEDMENT:SEE SEE TABLE A, 4w9mP7n.IthKeFbrhk•
TABLE A,SHEET 1 'I SHEET 1 de
No
v/ l of
EDGE DISTANCE: Kopko*"Date
EMBEDMENT:SEE SEE TABLE A, METAL TYP.,
TABLE A,SHEET 1 wl SHEET 1 SEE ANCHOR /+�. L ll\c -
EDGE DISTANCE: NOTE 4,SHEET 1 Cw�N
2X WOOD SEE TABLE A. 2X WOOD
TYP.,SEE ANCHOR SHEET 1 TYP.,SEE ANCHOR 2-1116"*
NOTE 3,SHEET 1 NOTE 3,SHEET 7
SMS ANCHOR TYP.,
2-1116"' SEE ANCHOR NOTES
2-1/16"' &TABLE A.SHEET 1 MIN.OF 3
WOOD ANCHOR TESYP— WOOD ANCHOR TYP., THREADS
SEE ANCHOR NOTES
&TABLE A,SHEET 1 SEE ANCHOR NOTES BEYOND THE \\%, .I LYNN
&TABLE A,SHEET 1 EXTERIOR METAL ��nN,....•..,�>/(�
EXTERIOR O
I EXTERIOR 1-L SUBSTRATE � \.��'-FIs(;•'•.FT
1/4"MAX.SHIM If I I
V 114"MAX.SHIM —� 1/4"MAX.SHIM —�1+
No.5&705
E 2-TRACK FRAME JAMB 3-TRACK FRAME JAMB 4-TRACK -JAMB
Gw }
WOOD INSTALLATION Hw WOOD INSTALLATION Iw METAL INSTALLATION — �.� t� g�s
a ✓N onm: n.,Wc Q0°�1k `�Q•'. STA7 ,C 1/�
�� rt 7070TECHN0IDOYDRNE ANCHORAGE DETAILS %'��'.,F<OFtIOP,.•';
N.VENICE.FL 34276 n i S .•...•• \G:`
1�„y.,�,� SERIES 670 ALUM.SGD-NON-IMPACT ''/,S/O,'l!A1..F.
a ."ner: �` w.c A A.LVNNIP.EIL O5P.E.
JR D21201M cERr.oFauTH.r2s2se soD670 NTS 12 22 PGT0128
I NSTALLATI ETAILS EMBEDMENT:SEE TABLE A,SHEET 1 EMBEDMENT:SEE TABLE A.SHEET 1 NOTES:
EDGE DISTANCE:SEE EDGE DISTANCE: EDGE DISTANCE: 1.ALL DIMENSIONS
CONCRETE CONCRETE SEE TABLE A,SHEET 1 CONCRETE SEE TABLE A.SHEET 1 SHOWN ARE BASED
TABLE A,SHEET 1
PER TAB ON MIN.ALLOWED.
A,SHE 1 1116"' PER TABLE 2-1/16"• PERTABLE- 2.1/1g^
A,SHEET 1 A,SHEET 1 1/4" 'DIAGONAL O.C.IS
TERIoa MAX. MIN 4"(HEAD&SILL)
r SHIM OR 6"(JAMB)SEE
0&11.
T ILS,SHEETS
IT 1 � I MAX-
EMB MENT: J } 1/4" EXTERIOR 1/4" EXTERIOR
SEE ABLE A, L MAX. (t MAX.
SHEET 1 SHIM `r SHIM
P OPERLY SECURED 1X CONCRETE ANCH R TYP., PROPERLY SECURED 1X CONCRETE ANCHOR TYP., PROPERLY SECURED.IX CONCRETE ANCHOR TYP.,
ODD BUCK TYP.,SEE SEE ANCHOR NO ES& WOOD BUCK TYP.,SEE SEE ANCHOR NOTES& WOOD BUCK TYP.,SEE SEE ANCHOR NOTES&
AN HOR NOTE 3,SHEET 1 TABLE A.SHEET ANCHOR NOTE 3,SHEET 1 TABLE A,SHEET 1 ANCHOR NOTE 3,SHEET 1 TABLE A.SHEET 1
Ac CONCRETCK FRAME STALAD la ON Bc CONCRETCK FRAME
INSTALLATION Cc CONCRETCK E IME HEAD
NSTALLATION
CONCRETE ANC PR PERLY SECURED 1X CONCRETE ANCHOR TYP., PROPERLY SECURED 1X CONCRETE ANCHOR TYP., PROPERLY SECURED 1X
SEE ANC NOTES& WOOD BUCK TYP.,SEE SEE ANCHOR NOTES& WOOD BUCK TYP.,SEE SEE ANCHOR NOTES& WOOD BUCK TYP.,SEE
T LE A.SHEET 1 ANCHOR NOTE 3,SHEET 1 TABLE A,SHEET 1 ANCHOR NOTE 3,SHEET 1 TABLE A,SHEET 1 ANCHOR NOTE 3,SHEET 1
SEE AN OR SEE ANCHOR SEE ANCHOR
NOTE 5, HEET
1(1 "MAX) NOTE 5, NOTE 5,
SHEET1Z SHEETIZ
1/4"MAX.) I (114"MAX.) 1
EXTERIOR I E ERIOR 1 EXTERIOR
i 1
-: :•: EXTE
CONCRETE
2-1/16" 2-1/16"• 2-1/16 PERTABLE
EDGE DISTANCE: CONCRETE EDGE DISTANCE: CONCRETE EDGE DISTANCE: A,SHEET 1
SEE TABLE A,SHEET 1 PER TABLE SEE TABLE A,SHEET 1 PER TABLE SEE TABLE A,SHEET 1
EMBEDMENT:SEE TABLE A,SHEET 1 A,SHEET 1 EMBEDMENT:SEE TABLE A,SHEET 1 A,SHEET 1 EMBEDMENT:SEE TABLE A,SHEET 1
2-TRACK FRAME SILL da 3-TRACK FRAME SILL 4-TRACK FRAME SILL
De CONCRETE INSTALLATION ktcJ CONCRETE INSTALLATION \,Lcj CONCRETE INSTALLATION
EMBEDMENT:SEE
TABLE A,SHEET 1
EDGE DISTANCE:
EMBEDMENT:SEE SEE TABLE A, r aeViseo
TABLE A,SHEET 1 -'I SHEET 1
EDGE DISTANCE: PROPERLY SECURED 40°� �No_ 1013•Iy
SEE TABLE A,
EMBED NT:SEE E WOOD BUCK TE 3. IS
IASL A,SHEET SHEET.1 SEE ANCHOR NOTE 3, L� ..
EDGE DI CE: SHEET 1 rg
PROPERLY SECURED PROPERLY SECURED
1X WOOD LICK TYP., SEE TABLE 1X WOOD BUCK TYP.,
SEE ANCH R NOTE 3, SHEET 1 EE ANCHOR NOTE 3, CONC./CMU ANCHOR 2-1/16"'
SHEET 1 SHEET 1 77 TYP.,SEE ANCHOR
2-1/16"' NOTES&TABLE A,
CO C./CMU ANCHOR
CONC./CM ANCHOR 2-1/16"' SHEET 1 CONCRETE
TYP.,SEE NCHOR T P.,SEE ANCHOR OR CMU
NOTES& BLE A,
EET 1 CONCRETE OTES&TABLE A, EXTERIOR PER TABLE �i
EXTERIOR OR CMU E TERIOR SHEET 1 CONCRETE A,SHEET 1 �`�•`�0��?•LYNN.4>/4e
�V4"MAX. IMI. PERTABLE �RR OR CMU .• ��ceNs� •.:,,p
A,SHEET 1 V 114"MAX.SHIM —►I If PERTABLE 1/4"MAX.SHIM --I I►-' " _
A,SHEET 1 No.58705
2- CK FRAME JAMB 6R6 3-TRACK FRAME JAMB 4-TRACK FRAME JAMB - /
Gc CONC CMU INS TION He CONCRETE/CMU INSTALLATION Ic CONCRETE/CMU INSTALLATION _-u j
W. 0m: RnUA— u.ataa NOS'. STATE O
R.wa". 10707ECNNOLOGYDRNE ANCHORAGE DETAILS �cS,a(ORIo�.,•�N
M VEN/CE,FL 31276 >� i
SERIES 670 ALUM.SGD-NON-fMPACT '',`.�/ONAO��
(041)-180.1600
swemr. bat 6rwC p"Mnna n.. A.L><NN MILLER��`E.
°aw °� a'tla4 mft ® SGD-670 NTS 13 a 22 PGTOf28 A RE.#58705
JR 02/20/14 CERT OFAUTH.678288
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.lCMU ILLUSTRATIVE
PURPOSES ONLY.SEE
EMBEDMENT: SEE ANCHOR NOTES TABLE A,SHEET I FOR
SEE TABLE A,
&TABLE A,SHEET I & ANCHOR TYP.,SEE ANCHOR NOTES&
SHEET11-- (ALSO SEE TYP. TABLE A,SHEET 1 ALL APPROVED
ILLUSTRATION,SHEET 9) 1 SUBSTRATES,
1-1/4"MIN.EDGE DISTANCE
------- DISTANCE:SEE EXTERIOR 3.SEE TABES 1-3,
TABLE A,SHEET 1 EMBEDMENT: ,— --------- SHEETS 6-8 FOR
26 SEE TABLE A— P-HOOK MOUNTING REQUIRED P-HOOK
EXTERIOR SHEET1ANCHOR TYP.,SEEADAPTER CONC./CMU AND P-HOOK
PHOOKWOOD ANCH P., MOUNTING ADAPTER
SEE ANCHOR ES P-HOOK ANCHOR NOTES&TABLE ANCHOR QUANTITIES.
&TABLE A,SHEETl CONCRETE OR EMBEDMENTSEE ASHEET I 'ALSO SEE EXAMPLE
(ALSO E : ,P. CMU PER TABLE ON SHEET 9.
ILLUSTRATION,,SHEET 9) 2.693"MIN. A,SHEET 1 TABLE A,SHEET 1 (ALSO SEE TYP.
EDGE DISTANCE ILLUSTRATION,SHEET 9)
P-HOOK FOR USE WITH FLAT SILL RISERS 16th P-HOOK FOR USE WITH FLAT SILL RISERS
PARTS#16,#20,#22 OR#24 Jc j PARTS#18,#20,#22 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&4A MAY ALSO BE INSTALLED IN
FOR WATER RATINGS) INTERIOR CONDITION FOR WATER RATINGS) EXTERIOR CONDITION
METAL TYP.,
SEE ANCHOR P-HOOK MOUNTING
NOTE 4,SHEET 1; EMBEDMENT:SEE P-HOOK CONCRETE OR EMBEDMENT:SEE ADAPTER CONC./CMU
MIN.OF 3 THREADS TABLE A,SHEET 1 ADAPTER SMS CMU PER TABLE TABLE A,SHEET I ANCHOR TYP.,SEE
ANCHOR TYP.,SEE A,SHEET 1 ANCHOR NOTES&TABLE
BEYOND THE METAL ANCHOR NOTES
SUBSTRATE A,SHEETI
Q &TABLE A SHEET 1
(ALSO SEE TYP.
(ALSO SEE TYP. EMBEDMENT. ILLUSTRATION,SHEET 9)
ILLUSTRATION.
SEE TABLE A, 28
EMBEDMENT: SHEET 9)
SHEET PRODUCrREVISM
SHEET 1
SEE TABLE A, DISTANCE:SEE
.-.L,' .
�-- GE TABLE A,SHEET 1 1-1/4'MIN.EDGE DISTANCE oa?
30
30
P-HOOK SMS ANCHOR TYP., EXTERIOR P-HOOK CONCJCMU EXTERIOR wm—w
SEE ANCHOR NOTES E
ANCHOR NOTES&TABLEl
ANCHOR TYP.,SEE
&TABLE A,SHEET 1
(ALSO SEE TYP. 2.693"MN. A,SHEET I L
2.693'MIN.
ILLUSTRATION,SHEET 9) ------------ EDGE DISTANCE (ALSO SEE TYP.
EDGE DISTANCE
ILLUSTRATION,SHEET 9)
P-HOOK FOR USE WITH BOX SILL RISERS 16Eh P-HOOK FOR USE WITH BOX SILL RISERS
kW PARTS#19,#21,#230R#26 Kc PARTS#19,921,#23 OR#25 LYNN 4
METAL INSTALLATION EXTERIOR CONCRETE INSTALLATION EXTERIOR Q ocEMSF
(SEE TABLES IA,2A&3A MOUNT (SEE TABLES 1A,2A,&3A MOUNT -Z zl*:,.
FOR WATER RATINGS) ONLY FOR WATER RATINGS) ONLY No,58705
xaneaF Dow—
aI /s
TATER3F
1070TECHNOLOGYDRIM ANCHORAGE DETAILS 0
M WNIC9 FL 34275
1941M80460 SERIES 670 ALUM.SGD NON-IMPACT
J' x LYNN NTS 1 1 POT0128 A
JR 00 14 20114 CERT.OFAM.429296 ".0 22 P.E.#68705
CONFIG. EXAMPLES
MAX.UNIT
WIDTH MAX.UNIT WIDTH
MAX. NOM.PANEL WIDTH
HEADER DETAIL W, DLO TYP.PER TABLES 1-3 INTERIOR
WIDTH
SHEET 18;INSTALLATION ^l
DETAILS'AW&'Ad. EXTERIOR
SHEETS 12&13 �l
90°
PANEL PANEL
PANEL TYPE TYPE PANEL CORNER DETAIL'N2',
TYPE Qs, ,AS, TYPE SHEET 19&CORNER
A, ANCHORAGE SHEET 11
NOM. MAX.UNIT
MAX, / MAX. HEIGHT INTERLOCK DETAIL
PANEL ! WIDTH TYP. DLO PER 'M',SHEET 19
HEIGHT SEE PER HEIGHT TABLES EXTERIOR INTERIOR
NOTE 2 TABLES 1-3 1-3
a b
LI
a18;INSTALLATION DETAILS
MB DETAIL'G3'.SHEET
X X X 'Gw'&'Gc',SHEETS 12&13
90°
SILL DETAIL'D',SHEET 18;
INSTALLATION DETAILS EXAMPLE:90° INSIDE CORNER,4 PANELS-)(X/XX
'DW&'Dc',SHEETS 12&13
SILICONE
BY OTHERS
DLO WIDTH=NOM.PANEL WIDTH-7" i
DLO HEIGHT=DOOR UNIT HEIGHT-10.125"
PANEL HEIGHT=DOOR UNIT HEIGHT-1.866"
#8 X 1"
#10 X 1-112" PH SMS PRODOCr REVISED
PH SMS 9.m prylprrltYthe RorNa
6yintlN Date
IKut.I cvr.+
PANEL CORNER FRAME CORNER
DETAIL DETAIL
• Ittutll
LYNA,
NOTES: \ ��pW`1
1)SEE SHEET 17 FOR INDIVIDUAL PANEL CONFIGURATIONS AS APPLICABLE.SEE DP/ANCHOR TABLES,SHEETS 6-8 FOR MAX. ���•'' �•IOFNSE•`•��c p
PANEL HEIGHT AND WIDTH.SEE SHEETS 18&19 FOR SECTION DETAILS AND SHEETS 12-14 FOR INSTALLATION DETAILS.
2)(1)LOCK(ITEMS 75&107-110)AT EACH LOCKSTILE,LOCKING INTO KEEPER(ITEM 103)AT FRAME JAMB OR ASTRAGAL. _ �I0.58705
3)PLEASE SEE APPLICABLE ASTRAGAL&INTERLOCK COMBINATIONS PER DP/ANCHOR TABLES. _
=-u :440
G
Rmd9l• q4 ellkbs:
10707ECHNOLOOYMPAE ANCHORAGE DETAILS/EXAMPLEELEVATION
:<s <....... •.•';��v;'
N.VENICE,FL 34275 SERIES 670 ALUM.SGD-NON-IMPACT //,,,/O AI_
°nae/ ntw• a (041}-0801500 1 t t t t
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u°.W. �+' �°� ® SG"70 NTS 15 �22 PGTO128 A REM 58705
JR 07120/!4 CERT.OFAfRH.A29298
CON FI G. EXAMPLES INTERLOCK DETAIL I FOR ALL DETAILS ON THIS SHEET,SEE NOTES ON SHEET 15
M',SHEET 19 OPERABLE JAMB DETAIL'GT,SHEET 18;
i
�_21�_INSTALLATiON DETAILS'Gv/&'Ge,SHEETS 12&13
MAX.XED JAMB DETAIL'G2', ASTRAGAL HEADERAIL'A',SHEET HEADER DETAIL W,SHEET 18; DLOJAMB DETAIL'G3',SHEET
SHEET 18;INSTALLATION DETAILS'1 1.& 18;INSTTION DETAILS INSTALLATION DETAILS'Aw'&'Ac', WIDT /"18;INSTALLATION DETAILS
DETAILS'Gw'&'Gc', L2,SHEET 19 . 'Aw'&'Ac',SHEETS 12&113 ,SHEETS 12&13 TYP. �( 'Gw'&'Gc',SHEETS 12&13
SHEETS 12&13 90°
EXTE IOR INTERIOR
PANEL PANEL FPANEL PANEL PANEL PANEL INTERLOCK DETAIL
11
TYPE TYPE TYPE PANEL PANEL
R' L' A TYPE TYPE TYPETYPE M',SHEET 19MAX. ,A, OS' KMAX.UNIT 90°OUTSIDE CORNERNOM. / UNIT / DETAIL'N1',SHEET 19&
/ WIPANEL DTH TYP. HEIGHT SILL
D',SHEET / NOM. EE HEIGHT SHEET R ANCHORAGE
/ / PER / PANEL PER
MAX. PER SEE TABLES 18; MAX. WIDTH TYP. TABLES
DLO NOTE 2, 1 3 DLO pER NOTE 2, 1-3 INTERIOR
HEIGHT TABLES 1-3 SHEET 15 INSTALL HEIGHT TABLES 1-3 SHEET 15
DETAILS EXTERIOR
Gj a 'Dw'&'Dc', a a NOM.PANEL
O X X X SHEETS 12 a
&13 , X X WIDTH TYP.
Iap X X I PER TABLES
SEE FRAME&
MAX.UNIT WIDTH ✓� I MAX.UNIT WIDTH 1-3
�I
PANEL CORNER SILL DETAIL"D,SHEET 18; MAX.UNIT WIDTH
CONSTRUCTION EXAMPLE:OXXX INSTALLATION DETAILS
DETAILS SHEET 15 2-TRACK 'Dw'&'Dc',SHEETS 12&13 EXAMPLE:90c OUTSIDE CORNER-XX/XX(2-TRACK)
JAMB DETAIL'11%SHEET 18;
ASTRAGAL DETAILS'L7'& INTERLOCK DETAIL V,SHEET 19 INSTALLATION DETAILS'Iw'&
1 L2,SHEET 19_\ INTERLOCK DETAIL'M',SHEET 19 Ic',SHEETS 12&13�
HEADER DETAIL
J� AMB DETAIL'H2',SHEET P-HOOK DETAIL'J'&'K',SHEET B',SHEET 18; ( 1 �i 1
18;INSTALLATION DETAILS 19;INSTALLATION DETAILS'Jd. INSTALLATION JAMB DETAIL'12',SHEET 18;INSTALLATION HEADER DETAIL'C',SHEET
DETAILS'Bw'&'Bc% DETAILS'Iw'&'Ic,SHEETS 12&13 18;INSTALLATION DETAILS
'Hw'&'He,SHEETS 12&13 'Jc','Kw'&'Kc',SHEET 14 SHEETS 12&13 'Cw'&'Cc',SHEETS 12&13
I� MAX.UNIT WIDTH _ MAX.UNIT WIDTH
s oo�pt7EeY'n x Florida
PANEL PANEL PANEL PANEL i PANEL PANEL PANEL PANEL Amft N, S�013•l i/
I TYPE TYPE TYPE TYPE 9"ka6wDa
TYPE TYPE TYPE TYPE M. F' 'F' 'P' ��-
R L' M' F' I MAX. M► mdrtiCe�tid
MAX.UNIT
NOM. �' i NOM. UNIT
HEIGHT PANEL i a PANEL HEIGHT
PER WIDTH TYP. WIDTH TYP. / PER
TABLES MAX./ /SEE PER / SEE MAX. PER TABLES
1-3 DLO NOTE 2, TABLES 1-3 Q I OTE 2, DLO TABLES 1-3 1-3
HEIGHT SHEET 15 i" SHEET 15 HEIGHT
X 0 111 LY(dA'
0 X X X t
,��0,.- !! i�
___ I� �1 L�GENgC''•.F.p
�•r'
EXAMPLE:OXXXp SILL DETAIL'.',SHEET 18;� EXAMPLE:XXXO SILL DETAIL'F',SHEET 18; J }' No.58705 r
(3-TRACK,RIGHT POCKET) INSTALLATION DETAILS (4-TRACK,BY-PASS)'- INSTALLATION DETAILS _ i--z
Ew'&'Ec',SHEETS 12&13 Fvl&'Fc',SHEETS 12&13 -p �� p--
R.,,aer. o.r: Rnwwic awpmx
S . ry;
Q •. S7AiE OF
R 1070TECHNOLOOYDRNE EXAMPLE ELEVATIONS
k VENICE,FL 34276 *✓k /"••••"'!��
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w°xn er roo.• a.am aw:
Ry. s.rn�.e aar: e 1 a..bea A _ A.L11REA 58705 P.E.
JR 0?/ZO/14 CERT.OFAUTHfY18280 SOD-670 NTS 16 a 22 PGT012B
f
PANEL'S RIGHT STILE TYPE
PANEL SINGLE SINGLE FIXED LOCKSTILE ASTRAGAL ASTRAGAL ASTRAGAL ASTRAGAL INT CORNER EXT CORNER EXT CORNER INT CORNER EXTCORNER EXTCORNER INTCORNER
INTERLOCK IBOX OUT BOX IN BOX OUT BOX IN 90 LOCKSTILE 90 LOCKSTILE 90 RECEIVER 90 RECEIVER 90 RECEIVER 35 RECEIVER 35 RECEIVER
NTERLOCK STILE WIHANDLE
W1 HANDLE W/HANDLE W/HANDLE W/HANDLE WIHANDLE WIHANDLE WI WI
TYPES OUT IN
#116 ##.11.118 #31 #31
3�_
+� #120 #119 #61 #116 1161 #61� #61 #61
SINGLE s� F PP K � TR TQ TC TA TV TW
INTERLOCK BOX OUT)
OUT
SINGLE B E P A C C IC SQ SC SA SV SW
INTERLOCK BOxprt Boxw/
IN
FIXED RR R S S _ FD FC FV FW
STILE BOxtxm Box vO
LLE
WIHANDHANDLE l�/,D A A J
Boxouq I Boxw,
w ASTRAGAL / p PANEL NOTES:
BOX OUT L!�
WI HANDLE Boxotm 1.SEE DP TABLES 1-3,SHEETS 6-8 FOR PANEL
ASTRAGAL A I SIZES&DESIGN PRESSURE.
BOX IN 1 V LEFT Q INTERIOR RIGHT 2.PANEL TYPES NOT SHOWN OR CROSSED OFF
w W/HANDLE Boxw/ PANEL PANEL ARE NOT REQUIRED FOR ANY'CONFIGURATIONS
�••- ASTRAGAL T U STILE �exTERIOR STILE AND ARE NOT AVAILABLE.
F- Box AGA BoT Box am 3.90°ASTRAGALS TO USE HEAVY-DUTY STILES
I— PANEL"E"SHOWN.SEE TABLE FOR OTHER PANEL TYPES AND EXTERIOR
CORNER RECEIVER(#118)AND EITHER
LL
-ASTRAGAL 1I/ APPLICABLE STILE/ASTRAGAL REQUIREMENTS. EXTERIOR(#119)OR INTERIOR(#120)CORNER
w Box IN � ASTRAGALS.
Box w) (50"o
� 4.135*ASTRAGALS TO USE HEAVY-DUTY STILES
INT CORNER RT CI (#61)AND CORNER ADDON(#31).
90 LOCKSTILE
-.1W/HANDLE„120 232"
LU SILL RISERS OPTIONS 232"
Z go LOCKSTILE
Q T QS ---- ~9
Q WI HANDLE# —�I Imo- .232' EXTERIOR
#119 232" II EXTERIOR .082"
EXT CORNER ^T C^ EXTOR I I� EXTERIOR (� .082'
90 RECEIVER /V' V` a .062• 4.055"
W/HANDLE 2.555" 3'305" PRODUC f REVISED
#118 I n"pl,lop with the NNW
INT CORNER#61 1.567062" i1444 "1]
l>WY•6 CO&
N RECEIVER AT AS DF J.. A��••t0 R• �
WIHANDLE 16 �[ RMIn D•It
EXT CORNER #116 18,SILL RISER FLAT' 20 SILL RISER,FLAT 22 SILL RISER,FLAT 24 SILL RISER,FLAT f ti_ r%`in
90 RECEIVER. CF FLUSH,1-1/2" LOW,2-1/2' MEDIUM,3-1/4' HIGH,4" �+�
EXT CORNER #31 750, wl Imo— .750'
135 RECEIVER V T VS VF EXTERIOR
W/HANDLE #61 Imo— '750" EXTERIOR �1''� •�2"
INT CORNER #31 EXTERIOR EXTERIOR I .062" `l-
35 RECEIVER WT WS WF GI� 908' (1-I '062" 3.305' 4.055'
WI HANDLE #81/1 .002" V'' 2.655" pp I I
1.567 11� \\���ONE LYIIIN tili7'i
��� ViGENSF''(�FP
t9 SILL RISER,BOXI' 21 LOWRISE1,BOX 23 MEDIUM,SILL ISR,BOX 26 SILL RISER,BOXFLUSH,1-1/2"
_ No.58705
NOT VALID FOR WATER INFILTRATION RESISTANCE REQUIREMENTS,SEE SHEETS 6-8
� ley.
newer: o.m; na aq"c °aiv�° O•'. Sl'AN111S
1070TECNNOL00YORIVE PANEL TYPES ' '°C�''• �• w;
N.VENICE,FL 31270 n� %'s <ORIOP.•'�;� �
(911}480,1B00 SERIES 670 ALUM.SGD-NON-IMPACT
s•wwet sd.: s,.se °^"<c"u• e^'" A.LYWAIL'LVR,P.E.
:0�=�0114CERT.DEARTH.429280 SOD-670 NTS 17 d 22 PGT0128 A P.E.#58705
JR
ASSEMBLY DETAILS
(SEE SHEETS 12-14 FOR FOR INSTALLATION DETAILS) '
6 4 INTERIOR 81 113 1,8
*Ill
28 7
30
47 83 71 113
60 OR 61 62 111 63 60 OR 61
29 65
14 65 5EXTERIOR 111 62 900
EXTERIOR
P-HOOK FOR FLAT SILLS P-HOOK FOR BOX SILLS EXTERIOR INTERIOR EXTERIOR
(EXT.OR INT.MOUNT) EXT.MOUNT ONLY INTERIOR
a 90° a
LOCK PART 60 OR 61
9�XTERIQR
LOCK PART 103 LOCK PART 75& PAR
75 a 1o7.1to 75 s to7-11 et 5 ®INTERLOCK
M
14
113
6057' 15 61 61 118 6
113 EXTERIOR 113113 103 68
L1 #68 (a9O'OUTSIDE
CORNER 2-TRACK- ER 'ITEM#61(HEAVY-DUTY
WITH STANDARD STILES#60 L2 WITH HEAVY-DUTY STILES#61 2-TRACK SHOWN SOWNSTILE)SHOWN,ITEM 460
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
,Q INTERIOR STILES.
31
LOCK PART 4 pRODUCf REVISE INTERIOR 75 8 107 M roop17¢Y rHh the FI.rI&
135°
5 5 twdine C.4
Amepl�r•re He
4 INTERIOR
6,- . .U 4,
mall
7
135°
14 5 61 32
61 103
32 EXTERIOR 61
11 5
111111
LOCK PART ,03 6t 14
EXTERIOR 7
31
8 107-,10 135°INSIDE CORNER \�� �ON'1 I�IIVN
O
02 2-TRACK SHOWN � .• _%CEN@F'•.
E 135'OUTSIDE CORNER No.58705
of 2-TRACK SHOWN
0 '. STAT-OF taw:
N.70T CE,FL34@y HORIZONTAL SECTION DETAILS,CORNERS '; �.,F.�,�RIOP,,•G��;
(941)480.1600 SERIES 670 ALUM.SGD-NON-IMPACT
tarn ey. dm cr a°a p,ea [JET)
s'd"10at a'" cr..e D—Nw R^' A.LY1JNh)IL R,P.E.
JR 02/10/14 CERT.OFAUTN.A19Y96 SGD$70 NTS 19 w 22 PG A P.E.4 58705
ItemItem PGT NOTES:
PGT PGT# Description PGT# Description# Dw .# P # Dw ,# P 1)ALL ALUMINUM=6063-T6
1 17308 617306 2-TRACK HEAD OUANEX/TRUSEAL DURASEAL SPACER(COMPOSITE
2 17303 617303 2-TRACK HEAD WITH SCREEN RAIL 56 SEALANT/DESSICANT)or CAROINAL XL EDGE SPACER 2)ITEMS#33-39,57-59,66,81,84-99,
3 17309 617309 3-TRACK HEAD 60 17325 617325 PANEL STILE 121&122 ARE NOT USED AND ARE
4 17312 617312 4-TRACK HEAD 61 17326 617328 PANEL STILE(HEAVY DUTY) NOT PART OF THIS APPROVAL.
5 17314 617314 FRAME SCREW COVER 62 17327 617327 947ERLOCKADAPTOR 3)USE OF#12 OR#13 REQUIRES '
8 17317 617317 FRAME HEAD/JAMB SCREEN ADD-ON 63 1225 6TP248 VINYL BULB WSTP.-THIN(INSIDE INTERLOCK) MIN.#10 SMS OR 3116"MASONRY
7 173M 617304 .2-TRACK SILL 64 1729 71729 SILL END WEATHERSTRIP PAD ANCHORS @ 24-MAX.O.C.
B 17301 617301 2-1RACK SILL WITH SCREEN RAIL 65 17328 617328 INTERLOCK SCREW COVER
9 17307 617307 3-TRACK SILL B7 17329 617329 ASTRAGAL
10 17310 617310 4-TRACK SILL 68 17338 617339 HEAVY DUTY ASTRAGAL
11 17313 617313 FRAME SILL TRACK INSERT 69 17324 617324 TOP&BOTTOM RAIL
12 17315 617315 FRAME SILL SCREEN ADD-ON(SEE NOTE 3) 70 17350 417350 WEATHERSTRIP EXTENSION(INJECTION MOLDED)
13 17316 617316 FRAME SILL SCREEN END ADD-ON(SEE NOPE 3) 71 1695 71695 1-112'X 1"X 3/4'HIGH FIN SEAL DUST PLUGS
14 17305 6173D5 2-TRACK JAMB 72 8153 78753X TANDEM ST.STL.ROLLER ASSY.
15 17302 617302 2-TRACK JAMB WITH SCREEN RAIL 73 8153 78153N TANDEM NYLON ROLLER ASSY.
16 17308 817308 3-TRACK JAMB 74 SILICONE DOW-899,DOW-995 OR GE-7700
W 17311 617311 4-TRACK JAMB 75 8165 76185X GEMINI MORTICE 3-PLY DUAL LOCK W/LONG TRIM PLATE
18 17322 617322 SILL RISER-FLAT,FLUSH,1-1/2' 76 71032X1FPFX 81032 X 1"FL.SS SCREW W1 TYPE"F'TIP
19 17319 617319 SILL RISER-BOX FLUSH,1-1/2' 77 7103239 1032 STEEL ZINC U•NUT
20 17321 617321 SILL RISER-FLAT,LOW,2-1/2' 78 17358 617358 3/16 8 1/4'BEAD
21 17318 617318 SILL RISER-BOX LOW,2-1/2' 79 17357 617357 1"IG BEAD
22 17355 617355 SILL RISER-FLAT,MEDIUM,3.1/4' 80 17359 617359 7116'BEAD I FD(ED PANEL CLIP
23 17354 - 617354 SILL RISER-BOX MEDIUM,3-1/4' 82 1224 BTP247K VINYL BULB WEATHERSTRIP
24 17323 617323 SILL RISER-FLAT,HIGH,4- 83 61745 1745 LOWE INC,112-X 1116'SGL.SIDE ADH.TAPE,POLYETH.
25 17320 81732(1 SILL RISER-BOX HIGH,4' 100 8052 46052 ROLLER ADJ.HOLE PLUG
28 17333 617333 POCKETP-HOOK 101 72087 JAMB BUMPER
27 7070 67070 NEOPRENE BULB WSTP FOR P-HOOK 102 1698 71696 DUST PLUG
26 17334 617334 POCKET P-HOOK MOUNT 103 8166 78186X 1"KEEPER
29 17335817335 P-ROOK COVER 104 653 7SDKEEP SCREEN LOCK KEEPER
30 17348 617348 POCKET P-HOOK FOR BOX RISER 105 17344 617344 FIXED PANEL CLIP-8"LONG
31. 17378 617376 135 CORNER 106 17352 817352 FIXED PANEL RETAINER-9116'
32 17378 617378 135 FIXED MOUNT 107 1739 71739 HANDLE KIT-INTERIOR RAISED WITH THUMB TURN,USED WITH#75
ITEMS 4053 ARE SCREEN PARTS: 108 1740 71740 HANDLE KIT-RAISED EXTERIOR HANDLE,USED WITH 975
40 4319 612258 SCREEN SIDE RAIL-LOCKSTILE 109 1731 78162SN HANDLE KIT-RECESSED INT.WITH THUMB TURN,USED WITH#75 PAODUC r REVISED
41 7LOCKWGSK SCREEN LOCKSET 110 1 1732 78178 HANDLE KIT-RECESSED EXTERIOR PULL,USED WITH#75 -c PlylnwlA It.FlorHa
42 41818 SCREEN KEEPER SPACER SET 111 710X34PPSDAX#10 X 3/4'PH.PN.TEK-S.S. U".2 Cts
43 8152 68152 SCREEN INTERLOCK ADAPTER 112 1235 67SIS WSTP,.270 X.170-FIN SEAL Aacepb�e / /�/
LyikfW�gle 'Lp
44 4428 64428 SCREEN DOUBLE INTERLOCK 113 1712 64066 .187'X.230°FINSEAL
45 4317 612258 SCREEN TOP RAIL 114 71OX115PPX #10 X 1-112" A n�
Cornu
48 4318 612257 SCREEN BOTTOM RAIL 115 710XPPT #10 X 1"
47 668 7SRAZ STANDARD ROLLER 116 720XIX #14-20 X 1"S.S.
46 668 78RAX STANDARD ROLLER-ST STL. 117 720XI12X #14-20 X 1.112'S.S.
49 4344 64344 SCREEN ASTRAGAL 118 17338 617336 90 DEGREE CORNER RECEIVER
50 17349 617349 OXO SCREEN ASTRAGAL ADAPTER I I ILI DEGREE OUTSIDE CORNER ASTRAGAL
51 1692 81692 SCREEN SPLINE-.165' 120 17338 1 6117336 90 DEGREE INSIDE CORNER ASTRAGAL
52 1694 61694 SCREEN SPLINE-.150" 123 17352 817352 FUND PANEL RETAINER,716" 11 I 1111/
LYNN
53 81816020 SCREEN CLOTH ,`�,��13N•••'•••• M)(� �i,/
54 1726 112'X4"X V16'SET.BLOCK,NEOPRENE 85+1.5 �'.•'' �1G1:NSC' '•.F�
55 1726 !,2X
X 1/18'SET.BLOCK,NEOPRENE 65+IS
No.56705
By. a,* RM4Y pngx. O�•. STAT O /�7--
om 1070TECHNOLOOYDRNE PARTS LIST 6 '•'<OR701.
......
N.VENICE,FL 31276 *><
,,�. (TIe1y�3a leao SERIES 870 ALUM.SQD-NDN-IMPACT
JJ 1018/15 A ADDED CARDINAL XL EDGE rtruae etc m..e7 "^ A.LYNN{TILLER,P.E.
1q a°m as ® soas7o NTS 20 d 22 PGT012B A P.E.#58705
JR 02&Wf4 CERT.OPAUnI.Mi8286
5.069"
8.562" -- -� 1.36' f 1.36"
0.080"
--y 1.872"D
1.211" 1.505"
0.081" 1.019"
0.062"
O
L!�M
0.081" 0.081"2-TRACK HEAD 10 4-TRACK SILL SCREEN
(6063-T6 AL) (6063-T6 AL) 4D STILE
6.198" (6063-T6 AL)
6.198" � 6.528" 5.069"
0.080"
-I � 1.045"
�1" �5"
1.993' 0.062"
0.081" 2O2-TRACK HEAD W/SCREEN TRACK O9 3-TRACK SILL
(6063-T6 AL) (6063-T6 AL) 14 2-TRACK JAMB 45 SCREEN
(6083-T6 AL) TOP RAIL
(6063-T6 AL)
2-TRACK JAMB W/ -
7.105° 6.221" 15 SCREEN TRACK
0.080' (6063-T6 AL) -�( 1.36"
f 0.875"
1.211"
+ 1.36" �+
J. I 1.993"
0.081" L rl 0.062"
O3 3-TRACK HEAD 0.2-TRACK SILL W/SCREEN TRACK 0.081" -+
(6063-T6 AL) (6063-T6 AL) 46 SCREEN
OBOTTOM RAIL.
(6063-T6 AL)
9.142" 0.081"
4.49"
0.080"
2 7.105"
homing Cod +hit the Flarf�l�
9.141" homing
0.081" 4O 4-TRACK HEAD Oi 2-TRACK SILL Aaeµs�aNu y
6�Iitalle+On��
(6063-T6 AL) (6063-T6 AL)
� [[4>mkCilJt' �1 Co�W
• I � 0.060"
1. 1.514" LI
0.062"
0.532" 0.760"
260"
y 0.060" r 1.516„ 5
O6 FRAME HEAD/JAMB SCREEN FRAME SILL SCREEN FRAME SILL SCREEN `"`%0....•..''••.nl/(�
ADD-ON 1z ADD-0N 10. END ADD-ON 16 3-TRACK JAMB
(6063-T6 AL) (6063-T6 AL) (6063-T6 AL) O(6063-T6 AL) Ei
'
No.58705
REQUIRES MIN.#10 SMS REQUIRES MIN.#10 SMS 17 4-TRACK JAMB
OR 3116"MASONRY OR 3/16"MASONRY (6083-T6 AL) Q
SEE SHEET 17 FOR SILL RISERS. ANCHORS @ 24"MAX.O.C. ANCHORS @ 24"MAX.O.C. �D �S W
nn.,e,- am waa,.: ,,,,win ;C�'•. STATE or
A- IrEXTRUSIONS %�C ���;•
oep: 10707ECHNOLOCYORNE
N VENICE,FL 34T75
or x.w w: (941)480.1600 SERIES 670 ALUM.SGD-NON-IMPACT
ora""ey.aaia a.e.e ptw ® s.wmc
07/TO/14 CERT.OFAUTH./P81 -"4POT02BA A.LYLER P.E
N2REN 6
JR
0.7181,
3.802" 2.304" 0.752 3.802"
1� 0.762" 1 F i -� i OMS"
0 1,163,
0.796"
07
.674" 0.0f-2' 062.
0.0 2' 0.080" 0.075- iv Lz=iLL� f
OK UNTING P-1 SCREW
0.264" 0,233" 1
0 0 T MC P-HOOK FOR BOX RISER
FRAME' (SBILL P-HOOK P H�APOR COVER 0.08
SCREW COVER TRACK Og 0"
(5063-T6 AL) (6063-T6 AL) (6083-T6 AL) (6063-T6 AL) (6063-T6 AL) (6063-T6 AL)
4"
6:4 0�075
.155" 2.30"
55"
Ox.830"
1,739"
.080"
0. 30' 0.062* 1.31031
1.600 0A33" 1.600
.080' 1.870" 8. "03
k 0.325"
1.974-
2A4" 3.125" 3,125" O..0642" r
D31 185°CORNER 136'FIXED MOUNT STANDARD STILE HEAVY DUTY STILE INTERLOCK INTERLOCK
(6063-T6 AL) (6063-T6 AL) S(6063-T6 AL) 81
SAL) @@
ADAPTER SCREW COVER
(6063-T6 AL) (6063-T6 AL)
3.979" 3.979'
0.075"
4ff, 4.125' 1050" 1.050" 1050"
1.645" 0.062' A 17�
1.645" 13W. .289"
-r--
045" -611"
. 04 ' .849'
5
0.125"' 0.281' 3.26" F04��
n67 STANDARD ASTRAGAL 68 HEAVY DUTY ASTRAGALTOP/BOTTOM RAIL GLAZING 80 7116"GLAZING 78 3/16'&1/4"
- (0063-T6 AL) (6063-T6 AL) S(6063-T6 AL) SWE-AD(I.G.) @BEAD,FIXED GLAZING
(6063-T6 AL) PANEL CLIP BEAD-
(6063-T6 AL) (6063-T6 AL) FRoDuc r RVISED
1.003" """vj1ws.HbtwF1.rW
1.03"
4-
5.621'
0.757" 0.080.
"""3P0.7t C..,,
.� ---1
105
0.050,
FIXED PANEL CLIP 0.709" 2.893" �
(6063-T6 AL) '1.498" 0.133" J 1.498"'
0.08 01,
.550,
709" FIXED PANEL .,%Jil0. l I Hit_
@RETAINER,718' 90*INSIDE CORNER ASTRAGAL
5.621' - 4'
0.080* (6063-T6 AL 2MV, Its 90*OUTSIDE CORNER ASTRAGAL 120 90°
.......... Yee
•
FIXED PANEL 90'INSIDE/OUTSIDE (6063-T6 AL) r.
No.58705
8RETAINER,9116" 8CORNER RECEIVER
(6063-T6 AL) (6063-T6 AL)
.......
STATE of:
EXTRUSIONS
M VMICF�FL 34275
M7 SERIES 670 ALUM-SGD NON-IMPACT 10NM-
AAY
JR CM.OFAUTH.09298 NT, PGT0128A
P.E.#58705