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FL#
Application Type
Code Version 2014
Application Status Appro
*Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC
and/or the Commission if necessary.
Comments
T
Archived
MAY 1 7 2016
Product Manufacturer =InI.r-,erAddress/Phone/Email PER."jtIM NG
North Venice,FL 34275
(941)486-0100 Ext 22318 5t. Lucie County, F-1
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
jrosowski@pgtindustries.com
Quality Assurance Representative
Address/Phone/Email
Category =Doors .Subcategory Compliance Method
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# Model,Number or Name Description
251.1 SGD-670(Non-Impact) Aluminum Sliding Glass Door Ii
Limits of Use Certification Agency Certificate j
Approved for use In HVHZ:Yes FL25.1,_R27 C CAf- 15>=013.14;,gQf
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.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:
251.2 JSGD-670HP(Non-Impact Aluminum Sliding Glass Door
Limits of Use _ Certification Agency Certificate
i Approved for use in HVHZ:Yes FL251 R27 C CAC 15-0106.07 HP.edf
Approved for use outside HVHZ:Yes u aac E:,,ration Date
Impact Resistant:No 03/24/2020
Design Pressure:N/A Installation I
Other:Please see Miami-Dade County Notice of Acceptance(NOA) FL251 R27 IIP.
product performance information,anchorage details,and anchor type, -CER
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 CAC 15-0609.11.Cdf
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 INCA)for FL251 R27 II 15-0609.11.Cdf
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 jSGb-770(Large Missile Impact) WInGuard Aluminum Sliding Glass Door 1
Limits of Use Certification Agency Certificate I)
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 FQ7 N 15-1013.15.odf
product performance information,anchorage details,and anchor type, Verified By:Miami-Dade BCCO-CER f
size,and spacing Information. Created by Independent Third Party: 1
Evaluation Reports -
Created by Independent Third Party:
251.5 liSGD-770HP(Large Missile Impact) WinGuard Aluminum Sliding Glass Door
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL251 R27 C CAC 15-0106.08 HP LM.odf
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 II 15-0106.08 HF LM.Cdf
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 jiSGD-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 I5-0106.09 HP SM.Cdf
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 1i 15-0106.09 HP SM.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:
251.7 JSGD-780(Impact) WinGuard Aluminum Sliding Glass Door
Limits of Use - Certification Agency Certificate
Approved for use in HVHZ:Yes - FL251 R27 C CAC 15-0903.09.1)df
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 08/02/2017 I
Design Pressure:N/A Installation Instructions
Other:Please see Miami-Dade County Notice of Acceptance(NOA)for FL251 R27 Ii 15-0903.09.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:
251.8 SGD-2500(Non-Impact) Aluminum Sliding Glass Door
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL251 R27 C CAC 15-6609.10 DR.odf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date -
Impact Resistant:No 05/22/2018
Design Pressure:N/A Installation Instructions
Other:Please see Miami-Dade County Notice of Acceptance(NOA)for FL251 R27 If 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 j
Approved for use in HVHZ:Yes FL251 R2i C CAC 15-0612.06 Lf4.CGf j
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 R27 IT 15-0612.06 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 R27 C CAC 15-0612.07 SM.pdf
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 IT 15-0512.07 SM.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:
251.11 SGD-5470(Non-Impact) Vinyl Sliding Glass Door
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL251 R2r%C CAC 15-1210.n2.rjdf
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 FL251 1327 IT 15-1210.02.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:
251.12 SGD-5570(Large Missile Impact) Vinyl Sliding Glass Door I
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL251. R27 C CAC 15-1210.01.pcif
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 R27 IT 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
_Created by,IndependentThird_Party:
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
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:
EChecY
SCC.litltF 141'F'i2tCfS
A
J
http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsEt2PTand5bm... 5/16/2016
MIAMI•DADE 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 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. 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 herein,and has been designed to comply with tllefe 'lding Code,
including the High Velocity Hurricane Zo
DESCRIPTION: Seri GD-670"Aluminum Sliding Glass Doors w/901& 1351 corners-NI
APPROVAL DOCUMENT:Drawing o. ries 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 number and expiration date by the Miami-Dade County Product Control Section.
MISSILE IMPACT RATING: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 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#14-0123.11 and consists of this page 1 and evidence pa a roval
document mentioned above.
The submitted documentation was reviewed by Ishaq I.Chanda,P.E.
NOA No.15-1013.14
MIAMFDADECOUNTY Expiration Date: April 07,2020
Approval Date: October 29,2015
Page 1
�D+
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,#11-1018.17/#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/rnarked-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)
L. 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 (5th 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 g`A. Ly�rrr Mf i1�er,P:E.A
haq I. panda,P.E.
Product Control Examiner
NOA No.15-1013.14
Expiration Date: ApA107,2020
Approval Date: October 29,2015
E-1
SERIES 670, NON-IMPACT RESISTANT SLIDING GLASS DOOR TABLE A:
INCLUDING POCKETS & 900/1350 CORNERS Group Anchor substrate Frame Min.Edge Min.
Member Distance** Embedment
Concrete(min.2, ks0eadlS 11Jam 1 8
GENERAL NOTES 1 114`Elco Ultmc 2-112• 1-t14'
1)GLAZING TYPE OPTIONS:SEE TABLE B,THIS SHEET&GLAZING DETAILS ON SHEETS 4&5. Grouted CMU ASTM 190,min.2 ksl grout) Jamb onl 2.1/2`
2)DESIGN PRESSURES: Concrete(min.3.35 ksl) Head/SIIIfJamb 1" 1314-
A.NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E1300. 2 1/4`Elco 410 S.S. Ungroutee CMU,(ASTM G9o) Jamb only 2-112' 1-1/4'
B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E1300. CreleFlex PA,Southem Pine 1 1.
3)ANCHORAGE:THE 33-1/3a/STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THISncre a(min.2.85 ksl) Head/Sill
114•Elco Ullrecon t• 13f8
PRODUCT. MATERIALS,INCLUDING BUT NOT LIMITED TO STEEL SCREWS,THAT COME INTO CONTACT Ungreuted CMU ASTM G9o) Jamb oni 1" 1.114"
WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE CURRENT FLORIDA P.T.Southem Pine(SG=0.55) HaedlSllifJamb 9116 1318
BUILDING CODE.FOR ANCHORAGE DETAILS SEE SHEETS 6.14. #12,S.S.S or 410 Aluminum,6083-T5' Head/Sill/Jamb 318' 0.063'
4 SHUTTERS ARE REQUIRED PER FBC REQUIREMENTS,AS APPLICABLE. s. Ms, Steel,A36 Head/Slft/Jamb 318' 0.050'
3 (min.11 threadslin) Steel Stud,A653 Gr.33' Head/Sill/Jamb a/8• 0.0451.
NARROW JOINT SEALANT.INSTALLATION SCREWS,FRAME SPLICES,FRAME AND PANEL CORNERS TO BE SEALED WITH Concrete(min.3.275 ksl) HeadISIIVJamb 1-1/2' 13B•
' N
6)REFERENCES:ELCO ULTRACON,CRETEFLEX AND AGGREGATOR NONS,ANSIIAF&PA NDS FOR 1/4'Elco 18-8 S.S. Ungrouted CMU,(ASTM C90) Jamb only 2" 1414'
WOOD CONSTRUCTION AND ADM,ALUMINUM DESIGN MANUAL. Aggro-Gator Grouted CMU(ASTM 190,min.2 ksl grout) Jamb only 2` 2
7 THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE P.T.Southem Pina sG=0.55 HBad/SIIVJamb 1. 13/8'
P.T.Southern Pine(8421=0.55) HeadISIIVJamb BltB' 13lB'
CURRENT FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ). 012,steel SMS G5, Aluminum,608345' HeadISI11/Jamb 318• 0.083•
8)DOOR SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS PER CURRENT 4 (min.11 lhreadsnn)I Steel,A36' Head/Slll/Jamb 318• 0.050•
FLORIDA BUILDING CODE,AS APPLICABLE. I I Steel Stud,A653 Gr.33' Head/SIII/Jamb 318' 0.0451-
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 1-112"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 PRODUCr 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 111660 ea0lwilk ibe Florieia
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 AeaeomeeNe —(D 13,/Lf
TO THE SUBSTRATE,AND TRANSFER SHEAR LOAD TO SUBSTRATE.IF SUBSTRATE IS WOOD,30#FELT PAPER OR MASTIC IS PANEL/SILL TYPES.........17 IC�Ywiw 4u a Zpyv
REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE,OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. CROSS SECTIONS............18.19 (S�,
PARTS LIST.......................20
EXTRUSIONS....................21,22
TABLE B,SEE DETAILS ON SHEETS 4&5:
Glass Description(Listed from Exterior to Interior)
Type
G1 3118'
j/4'TEMPERED GLASS IMPACT RATING \\���,(t-NN
DESIGN PRESSURE Rt0Nt_.7.1R
.G.:3118°TEMPERED GLASS+fiJB•AIRSPACE+3118°TEMPERED GLASS SEE TABLES 1,2$3 AT \ FG2A V I.G.:1/4'TEMPERED GLASS+112'AIRSPACE+1/4"TEMPERED GLASS SHEETS 6,7$8 CT RESISTANCE ,�;.•'OrIEN3,c •.•>P
\
1.10,58705 751
"
_'�� 1a1�6115 :�• 11�
Rn.der: mea ReNebw' D,nbaa
STA 12-
1`0707ECHNOLOGYDRIVEyff.
GENERAL NOTES AND MAP '�� �tor:lo!.•';(jam
N.VENICE,FL 91276rre: � S�•.....•• 1\A
e, R SERIES 670 ALUM.SGD-NON-IMPACT '///;5/ONM-
(011}1841000 ese.+ene e� m,er n.-°err. R^" A.LY�INIMILLE1i,�.E. _
N:Der: cnmua ws - SOD-670 NTS a 22 PQT'0129 A REN 58705
JR 07110/14 CERT.OFAUIH.r72B1B6
EXAMPLE CONFIGURATIONS CONFIGURATIONS NOTES!
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,-Jd','KW OR'Ke INSTALLATION.
EXAMPLE:4-PANEL XXXX IN POCKET(p)CONFIGURATION CAN BE
NOM.PANEL WIDTH NOM.PANEL WIDTH pXXXXp,pXXXX OR XXXXp.OXXX IN POCKET CONFIGURATION
PER TABLES.1-3 3 PER TABLES 1-3 t CAN BE OXXXp.
2)90-&135-CORNER CONFIGURATIONS CAN BE A COMBINATION
OF ANY 2 STRAIGHT CONFIGURATIONS.
fj�wjc
MAX.UNIT MAX.UNIT 3)FOR NOM.PANEL WIDTH,SEE TABLES 1-3.
I z to
HEIGHT c HEIGHT
PER TABLES 1-3 T PER TABLES 1-3 "X" OPERABLE PANEL,
a�t. it-
00 U-1 filp "0' INOPERABLE PANEL,
POCKET POCKET 1 1 r—DETAIL LETTER
"P" POCKET
-JI � =WOOD OR METAL INSTALLATION
1-:PANEL 2-PANEL 9--dw.=CONCRETE INSTALLATION
1-PANEL
CONFIGURATIONS CONFIGURATI
iv SHEET NUMBER
MAX.UNIT WIDTH LO WIDTH=NOM.PANEL WIDTH-r'
NOM PANEL IDT�< 2 1 1 NOM. NEL WIDTH EIGHT=DOOR UNIT HEIGHT-10.125"
PERTABL.WE -3 ER TABLES 1-3 PAN EIGHT=DOOR UNIT HEIGHT-1.666"
NOM.
ER
X
9
NI MAX.UNIT 3
c
T
HEIGHT
to t two 9t
HE' HT 1 13
PER LES 1-3
PER
L
POCKET
LES 1-3
POCKET
-PANEL CONFIGURATIONS NEL CONFIGURATIONS
3 3
PRoDvc r REVISED
WIDTH MAX.MAX.UNIT WIDTH - empitics with the Ff."
NOM.PANEL WIDTH NOM.PANEL WIDTH A-W-MN
&"drAm Dote L147
PER TABLES 1-3 PER TABLES 1-3 - 91�13
53 9 9
MAX,UNIT 13 KTu- 19 1 4 MAX.UNIT SEE
HEIGHT
1j a 4q t7
HEIGHT 13 19NOTE
2.THIS
PER
PER TABLES 1-3 h TABLES 1-3
L
YN
POCKET h \o
EXTERIOR L
5-PANEL CONFIGURATIONS
CORNER,TYP. 140,SB705
(OUTSIDE CORNER SHOWN,
Br R111-
INSIDE CORNER SIMILAR)
TA L
�.y '!�Fls
1070 7rchwOLOGY.R. EXAMPLE CONFIGURATIONS
N.VENICE,FL 34276
(947)480-16W SERIES 670 ALUM.SGQ-NON-IMPACT rrr
P.E.
JR CENT.OFAUTH#29M NTS 2 22 PG 128 A A./LGWMIL11114IIi,\'
SGD-670 REA58705
EXAMPLE CONFIGURATIONS
MAX.TESTED UNIT WIDTH= CONFIGURATIONS NOTES:
355-7/16-@ 96-HEIGHT 1)ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS,
300-1/4'@ 120"HEIGHT POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB
NOM.PANEL WIDTH1 LOCATIONS USING DETAIL'JW',-Jc!','Kw"OR-Ke INSTALLATION,
3 EXAMPLE 4-PANEL XXXX IN POCKET(p)CONFIGURATION CAN BE
PER TABLES 1-3 1 - � pXXXXp,pXXXX OR XXXXp.OXXX IN POCKET CONFIGURATION
IfiN &-lNCAN BE GXXXp.
1097
az_
&135°CORNER CONFIGURATIONS CAN BE A COMBINATION 2)9p°
MAX.UNIT 1 18 a 1 j o o OF ANY 2 STRAIGHT CONFIGURATIONS.
HEIGHT,
90"OR 120" 3)FOR NOM.PANEL WIDTH,SEE TABLES 1-3.
POCKET
'X"=OPERABLE PANEL,
po
"0"=INOPERABLE PANEL,
6-PANEL CONFIGURATIONS. 1\4 Fc -p- POCKET
DETAIL LETTER
MAX,UNIT WIDTH =WOODRETE OR MINSTALLATIONETAL INSTALLATION
=CONC
NOM.PANEL WIDTH SHEET NUMBER
PERTABLESi-3
13 dh if�s9Jc. DLO WIDTH=NOM.PANEL WIDTH-7"
vf7 ZO
OLD HEIGHT=DOOR UNIT HEIGHT-10.125"
f9
MAX.UNIT 13 9 1 1 1s 1 19 1 1 rc w PANEL HEIGHT=DOOR UNIT HEIGHT-1.866"
HEIGHT
PER TABLES 1-3
ILf—ILL—IL 1ILL-11 POCKET
7-PANEL CONFIGURATIONS
MAX.UNIT WIDTH PRODUC r RMSED
NOM.PANEL WIDTH
w AmowtNo ot
PER TABLES 1-3 C1 z
14
kip
MAX.UNIT
CL2)L
w-
HEIGHT 1 S 9 1 19 9
PER TABLES 1-3 1
POCKET gip\ Y
IL
8-PANEL CONFIGURATIONS rN
No.5B,705
By. om R 10
10707rCHNOLOGYMPIE EXAMPLE CONFIGURATIONS STATE OF !,el
N.VENICE,FL 3427
SERIES 670 ALUM.SGC)-NON-IMPACT `%NAI
N' MILLER;ISE.3
JR —iool, CERT.0FAM.#29W6 SGW70 -22 PG70128 A REI 56M
GLAZING DETAILS (G1 &G1A)
3116"T GLASS
74
EXTERIOR 82 .
a
3/4"NOM.
GLASS
BITE
78
EXTERIOR
54
3/16"TEMPERED GLASS,TYPE G1
114"T GLASS
74
EXTERIOR 82 ODRODUC f REVISED
a a�so�pa{vQ whM tpe Flotidn
Inl7i�6 Cdc
.+� Vwcnm IZ 204
3/4°NOM. 6t�irMIlwOtle
GLASS
BITE
78
54
1/4"TEMPERED GLASS TYPE G1A ��� LYNN
7
!F
F: ,cam
No.58705
GLAZING NOTES:
'T"=TEMPERED
F: .-
C) STeey. a ReM��c' 10707ECRNOLOOYORNE GLAZING DETAILS •(�^,•%LORIDp•.•'`���
N.VENICE,FL 34270 U !\'
SERIES 670 ALUM.SGD-NON-IMPACT /,,S
(801}480.1800 /
Dvr: rnadm oa�e: d.irwd.e sow e'^eK' °"`pRa R.r. A.LYNN M14L2A\P.E,
JR 02/20/14 CERT.OFAUTH.W29M ® SOD-670 NTS 4 d 22 PGT0128 A P.E.858705
GLAZING DETAILS (G2 & G2A)
1"NOM.
3/16"T GLASS
5/8"AIR SPACE
3/16"T GLASS
74
EXTERIOR
83
S8 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 PRODUC E REVISED
74 up-iii*kv w10 the FbtMa
EXTERIOR �i Cdr
a 83 Ryir/w Dot
AmpU.N.e S-0 .14
5s 3/4"NOM.
GLASS
BITE
79J
�\`rnNt LYNN
1"I.G.GLASS,TYPE 32A �.•'
No.58705 �T
GLAZING NOTES: _
"T"=TEMPERED ll
a.,,aer. o.r• a.�rw: rr,"ym. ��� -I
no, GVW-,
10707ECNNOLooYDRNE GLAZING DETAILS �c ' . F�OR�o�•,
N.VENICE•FC 94276 Tsi. 'i \G
/9,Ty.4�,� SERIES 670 ALUM.SGD-NON-IMPACT _ 'SSS/Of�A4
ay;_ sale: °yi0 p"'roa' A.L�IJ6rm U,'E'T�,P.E.
SJR '01.O/",J_.
20/14 cneoxea �� CERT.OFADTH.#29289 ® SODfi70 NTS 5 d 22 PGT0128 A P.E.R 58705 '
TABLE 1: TABLE 1A:
Design Pressure(DP)and Anchor Quantities Required,(forall approved configurations on Sheets 2&.3) SIII Height to Max,(+)DP
For comer astragal eachomge o6901 or 1351 comerunits,see sheet 11 (Water Infiltration Rating) II
Table applies to all Class typos end Door Unit Height _ SIII Riser He 9" + Design OH LENGTH f�
the Stile/Astragal types shown belo _ 84'73-7/8"110 _ 6 ( ) g ~
(Flat or Box,see
Po9Biue(+)OP may be liked by Sheet 17) Pressure,psi
Table M AnchorGmup Anchoromup Mchor Oroup AnchorGroup OH LENGTH rL+
see Flush-1-1/2' note 3 OH RATIO=OH HEIGHT =. OI OH RATIO 2 t
DesignPressure +90.0/-127.1 +90.0/-120 +8p.0/-110.8 +90.0/-1029 L.,, -1/2" +46.67 = p
24• 17' Head/Shc C4+1 G7+1 C4+1 GIN C4+1 C4+1 C4+1 C4+1 C4+1 G4+1 C4+1 C4+1 C4+t CA+1 C4+1 Gt+1 Medium-3-1/4° +60.0 O
DLO Jamb 8 8 8 B 8 B 8 8 8 8 8 8 8 8 8 8 High-4' +90.0
P-hook 6+7 1 6+7 1 0+7 1 6+7 7+8 7+8 7+a 7+8 7+8 7+8 7+87+8 7+8 1 7+8 7+8 1 7+8
Design Pressure +90.0/-106.3 +90.0/-100.2 +90.0/-92.2 +0.3/-65.3 SEE NOTES 1-3 SEE NOTE 3
30r23' Head/Shc E* CAH C4+i GIN C4+1 Gi+1 C4N G1+1 C4+1 Gf+1 C4+1 C4+1 C4-1CA+1 C4+1 CAN
DLO Jamb 8 B 8 8 8 1 81 8 8 8 B 8 B B 1 8 1 B 1 8
P-hook 6+7 1 6+7 1 6+7 1 6+7 7+8 7+8 7*8 7+8 7+8 7+8 7+B 7+8 7+8 1 7+8 7+8 1 7+8 NOTES: .
Des n Pressure +90.0/-92.9 +87.3/-87.3 +800/•80 +73.8/-73.8 1 POSITIVE PRESSURES IN TABLE 1 ARE BASED ON THE USE OF THE 4"SILL.
36- 29' Head/Sll C4+1 C4+1 C4+2 C4+2 C4+1 GIN C4+1 G4+1 C4+1 G4+1 C4+1 G+1 C4+1 CA+1 C4+1 C4+1 )
$ DLO Jamb 8 1 8 1 B 1 B B B I B I 8 8 B 8 8 8 I 8 I 8 I 8
P-hook e+ 7+e 7+8 7+8 7+6 7+e 7+e 7+B 7+e 7+8 1 7+e 1 7+e 1 7+8 2)WHEN USING THE 2-1/2"SILL,POSITIVE WATER DP IS 46.67 PSF MAX.WHEN USING
Des nPressure +83.7/-83.7 +76.4/-78.4 1 +71.6/-71.6 +65.8/55.6 THE 3-1/4"SILL,POSITIVE WATER OP IS 60.0 PSF MAX.WHEN USING THE 4"SILL,
° 35• HeaNsii G4+2 c4+2 C4+2 C4+2 4+2 C4+2 C4+2 G1+2 C4+t C01 G4+2 ca+z c4+1 G1+1 c4*z C4+2 POSITIVE WATER DP IS 90.0 PSF MAX(NEGATIVE PRESSURES UNCHANGED).SEE TABLE
a a2• DLO Jamb 8 6 8 B B B 8 8 B 6 B 8 8 B B 8
L° P4wok 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 1A.
E Design Prossum +77.1/-77.1 +72.0/-72 +65.5/55.5 +60.0/50
4t• Heed/Sill C4+2 Gi+2 G1+2 G+2 2 C4+2 C4+2 G+2 C4+2 Gs+2 C4+2 Ct+2�+2C4+2 G4+2 Gf+2 3)4'.3-1/4"AND 2-112"SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS
DLO kmD 8 8 B 6 e e a 8 8 6 B 8 s e THE1-1/2"SILL IS NOT AND MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT
8+7 6+7 6+7 e+ +8 7+8 7+a 7+B 7+8 7+8 7+8 7+B 7+8 7+8 1 7+8 REQUIRED,MAX.POSITIVE DESIGN PRESSURES SHOWN IN TABLE 1 MAY BE USED WHEN
Desgn Pressure +67.41-67.4 +61.o/-61 +54.7/54.7 THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE CURRENT FLORIDA
54• 47' MHeadfSkIC4+24+2 Gt+2 C4+2 C4+2 Gt+2 C4*2 C4+2 G7+2 C4+2 CA+2 C4+2C4+2 C4+2 CA+2 C4+2 C4+2 BUILDING CODE(SEE ADJACENT DIAGRAM);THIS CONDITION IS NOT RATED FOR WATER
DLO8 8 8 B 8 B B B 8 8 8 8 8 B 8 8 INFILTRATION.
6+7 6+7 8+7 6+7 7+B 7+8 7+8 7+8 7+8 7+g 7+8 7+B 7+8 7+g 7+8 7+8+69.1/-69.1 +64.0/-64 +67.6/57.6 +50.8/50.6
53' CA+2 C4+2 C4+3 C4+3 C4+2 C4*2 C4+3 G7+3 C4+2 Gt+2 C4+2 G+2 C4+2 C4+2 Ga+2 C4+2 4)SEE SHEETS 10-14 FOR ANCHORAGE SPACING,EDGE DISTANCE AND EMBEDMENT
60D oe a e e e 6 B B is B 6 e 6BB8 INFORMATION.
6+7 6+7 6+7 1 8+7 7+8 7+8 7+8 7+8 1+8 1 7+tl 1 7+8 1 7+8 7+8 7+8 7+B 1-0
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"
- 8)JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY,DIVIDE BY 2 FOR PAIRS 70
DLO HEIGHT=DOOR UNIT HEIGHT-10.125" BE INSTALLED.
PANEL HEIGHT=DOOR UNIT HEIGHT-1.866- PRODucrkeVi
w sor.plrtettwarY rk 411t Florida
Ira►Nn1 Gee
THE FOLLOWING STILE&ASTRAGAL 1e TYPES SHALL BE USED FOR TABLE 1,SEE SHEETS 21&22 FOR PART DIMENSIONS AND SHEETS 1B&19 FOR ASSEMBLY DETAILS. AeaWreeNe S'^/0/3/�
[yintln pt��p
Interlock P-hook Lockstile @ Jamb Straight Astragal Lockstile @ 90'Astragal Lockstile @ 135°Astragal Lockstile @
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
M&W waft
Standard Astragal Outside CInside
� Outside Corner
Corner
Inside
Insidelde Cor Corner Outside
Corner , �\\,V LYNNrrrrr,
Part#61(Stile) part#119(Out.) Part#61(Stile) ``����\ ...... .h1/// i
Par[#60(x2) Part N60 Par[#60 Part#60{Stile) part#60 Part#116(Corner Parts#31  Part H61 ��•. �4GCNSE ••.F;a
Part#67(Astragal) Receiver) Part#120(In.) (Corn.&Fxd Mount) F' '
No.56705
°in1oa" STATEOF Cr��
mer DPANDANCHORAGE ''• coRlo�
Rey,
1070 TE ,h,.!(0RA.••'
N.VENfCE,FL 84776
R re41M80-1600 SERIES 670 ALUM.SGD-NON-IMPACT
® 18� n A A. PEN 98785 d.�•
7-12,201E11cERr.oFat7rH.e792essoo-s7o NTS 6 22 P0T012BJR
TABLE 2: TABLE 2A:
Design Pressure(DP)and Anchor Quantities Required,(tor all approved contlguradons on sheota 2&3) SIII Height to Max.(+)DP
For comer astragal anchorage,on 90'or 1354 comer units•see shoot t1
(Water Infiltration Rating)
T.N.eWis.to a9 Glass types erd Door Unll NoI N
it.ems Aalmgal types anoxn B0 ea eo Be 102. 106 114 120' EMedlum
Height Design
below.Posghe(+)DP may be 69-7/ o T3• 0 7B-1e•Dt.o DLO -718'OL -718'OL to3-7 o 109-71• o x,see (+) 9
Ilmlled by Table 2A. nc or Group Aw--h. roup Ano rOroup MUG,Group nc orOroup rrc of roup nc or Group nc rOroup 17] Pressure,pet
1 2 J 4 -i-F-2 3 4 1 2 3 4 1 2 3 4 1 Z 3 4 1 2 3 4 1 2 3 4 1 2 3 4
oast Pm9sure +eo.o/•tao.0 +90.0/-133. + .o/-1z2.ono
/14.0 +90.0/-106.0 +80.01-89.0 +90.0143.0 .ea.o/ .o -1/Y see note 3
za 1r tleedsu caN C4.1 C411 G1.1 ca«1 CA.1 G4N C4.1 call cell oa+1 CA.14+t u.t ca+i CA+1 C4+1 C1+1 C4+t G11 ca.1 CA.1 ca+t ca+1 caN C411 ca+1 ca+1 C411 c4.t 112' +46.67
ow Jamb e e e e e e s e e e e e8 9 1e, 10 to 10 10 1e, 10 10 10 to 1e, to 10 1e, 1e, to
P41ook 8+7 7+8 7,8 7+8 7+8 7+8 7.8 7+8 NB 7+8 7.B 7,87+0 7+a 8+8 8+0 8+9 8.8 9+9 9.9 B+9 B+9 8+10 9«10 9+10 9.10 9+10 8.10 9110 9110 3.1/4°Design Pressum +00.0/-141.8 +90.0/-133.8 +90.0/•122.9113.8 +90.0/-105.9 +90.0/•99.1 +900/331 +87.8/-87.8 4'
30, 23' F-11S10 C511 C5N C8+2 C6.2 CSN C5+1 C5+2 C5+2 C5+1 CSN 25,1 CSNC6+1 C5N 06+1 C511 C5+1 C5+1 C6+1 C5N C6+1 C5+1 C5N C5.1 Cs+t 06+1 Cs.t 0511 Cs+1 C5+1 SEE NOTES 1-3
DLO Jamb 8 8 10 B 0 B 10 8 0 8 10 810 8 10 10 10 10 10 f001010 10 10 10 10 10 10 10
P.book NB B+9 e+9 a+B 7+8 8+9 e+9 B+B NB 0+0 e+B 8+B9+9 B+9 8+9 6.9 8+9 6.8 0+9 B.B 8+B 849 9110 9+10 9110 9+10 9110 8110 9+10 9+10
De31gn Pmssum +80.0/-123.9 .90.0/•116.4 490.0/-1ce, +90.0/-98.5 +90.0/31.4 +85.3/-85.3 . +80.0/-80.0 +75.3/-76.3
�, 29' HeedISN C6+2 C5+2 C6+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 CS.2 C5+2 C5N C5+1 C5+2 C5+2 CSN 2511 25+2 C5+2 C5N C5N CS+1 C5+1 C511 CS+i c5+1 C5N C5N C5N C6+1 C5N
DLO Jamb e 8 10 B B 8 10 e 8 6 10 0 8 9 10 B 10 10 t0 10 10 10 10 f0 10 10 10 10 10 10 10 10
P-0ook 7+8 6.9 8+9 8.9 7+8 B+0 8+9 B+B 7+0 B+9 B+9 B+9 7+e B+B 8+8 B+9 8.8 8+9 B+B 8+9 8+9 8+9 0+9 a+9 9110 9110 8+10 9Ng 0+1019+10 9110 9+10
Des10n Pleasure +90.0/-111.6 +90.0/-104:5 +90.0/314 +67.6/•87.8 +81.3/-81,3 +75.7/•76.7 +70.8/•70.8 +6861.68.5
42' 35'1 19 C6+2 C6+2 C5+2 C6+2 C5+2 C5+2 C5+2 C5+21-4,17.3
2 C8+2 C6+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5.2 C5+2 CS+2 C5N CSN C5,2 C5+2 C6N C5+1 C5+2 C5+2
DLO Jamb B 9 10 8 8 B 10 B 10 8 B 0 10 8 10 t0 10 10 10 10 10 10 10 f0 10 10 f0 f0 10 10
P4rook 7+8 9+9 0.8 B+B 748 8+9 6+9 8.9 8+9 8+8 7+8 B+9 B.B 0+9 8+9 B.B 8+0 8+8 B.D 9+B 8+B 0.9 9110 9110 9110 9110 9+10 8+10 9110 8110
.@ Design Pressure +00.0/•102.9 +90.0/-96.03/-87.3 +00.0/•80.0 +73.0/•73.8 +68.8/•60.6 +64.0134.0 +e0.0/30.0
�, 41' NesdSIO C5+2 C6+2 C6+3 CS+J C6+2 C5+2 C6+2 CS+22 C6+2 C5+2 Cbl2 C5+2 C6+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C6+2 C5+2 C5+2 C5+2 C6+2 Ce+2 C5+2 C5+2 C5+2 DLO WIDTHOLO Jemh B 8 10 8 8 8 10 B 10 8 B B 10 B 10 f0 10 10 10 10 10 10 10 10 10 10 10 f0 10 10
P4wok 7+B 8+9 8+8 8+9 7+8 B+B B+B 0+B9 8+9 8+9 7+8 B+9 B+9 B.9 8+e 8+B a+9 8+0 8+9 8+B B+B 8+9 9110 9110 8+10 9110 9110 9+10 8+10 8+10 NOM.PANEL WIDTH-7"
Design Pressure +83.01.83.0 477.2/-77.28/-69.8 +63.81-61.8
�, ar Heamsl9 G1+2 C4.2 C5+3 CSl3 24+2 CA+2 C5.2 C5+22 C5+2 C5,2 C4+2 G+2 C5+2 C5+2 DLO HEIGHTIxo Jamb e e e e e a e e a e B e e e DOOR UNIT HEIGHT-10.125"
NMI, s+7 7.a 7.8 7+e 7.e 7+a 7.e 7,e 7.e 7,6 7+e 7+e 7.e »6 7+a 7.e Not available In these sizes
Design Pmssum
�, OraLo G+3+9+.2/79.3 733/C73 +0/-5.2 AC+2440
PANEL HEIGHT
3C6+ 3 +3G+35H.111Su 3 C5,3 -0C05+2
Jamb B B B e e B =
DOOR UNIT HEIGHT-1.866'
P-0ool, 8+7 7+8 7+a 718 7+6 1 7+8 7+8 7+8 7+8 1 7+11 7.8 7+8 T+8 7+e 7+8 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&19 FOR ASSEMBLY DETAILS.
Interlock P-hook Lockstile @Jamb Straight Astragal Lockstlle @ 90'Astragal Lockstlle @ 135°Astragal LGckstile @
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-duty Stile Heavy-duty Stile Heavy-duty Stile -
Standard OutsideCorner
t9lde Astra al Ins e ,
aid 8 om+ Outside Corner
Corner ' f0J4Ud`.II'kZSt!'SAFJr
' :S7' 71W111Jfa:9teCT�h
Corner F�
Corner Outside "i'�• ef14�1'r-/611-/y
Inside Corner Corner ''�'1 1 '"�' '•'`-s•1--7�0
Part 061(Stile) Part U61(Stile) Part#319(Out.) Part#62(Stile) `'S("�• `' �'+�
Fl-r
t#61(22) Part#61 Part#61 Part#67(Astragal) Part#61 Part#118(Corner Part#120(In.) Parts#31&432 Part 961 -
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 LENGTH
3)4".3-1/4'AND 2-1/2"SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1-1/2"SILL IS NOT AND MUST ONLYBE USED
WHERE WATER RESISTANCE IS NOT REQUIRED.MAX.POSITIVE DESIGN PRESSURES
SHOWN IN TABLE 2 MAY BE USED WHEN HE DOOR IS w \\ ....... 4.114(/i/�/
PROTECTED BY AN OVERHANG COMPLYING WITH THE CURRENT FBC(SEE ADJACENT DIAGRAM);THIS CONDITION IS NOT RATED FOR = Ooh OH RATIO 21 �1 '�10ENSF''•.F�
WATER INFILTRATION. _ o t '
4)SEE SHEETS 10-14 FOR ANCHORAGE SPACING,EDGE DISTANCE AND EMBEDMENT INFORMATION. No.58705 ?r
5)DOOR SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN REQUIRED. OH RATIO=OH LENGTH _
OH HEIGHT
6)JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY,DIVIDE BY 2 FOR PAIRS TO 8E INSTALLED. SEE NOTE 371S1211
ar n.w.. D 0w"
H�1CH,���Dgryp DPANDANCHOR4GE %��CSS,!1. . I, *'�`��
(�„ ,� SERIES 670 ALUM.SGD-NON-IMPACTwim-
a.r,.um.e ecru 4e,we e,..7 Rn: A.LYNN MILLW P.E.
JR X0114 ' CERi.OFAUTH.028288 ® SOD-070 NTS 7 -22 PGTO128 A P.E.#58705
TABLE 3: TABLE 3A:
Design Pressure(DP)and Anchor Quantities Required,(forall approved configurations on Sheets 2&3) SIII Height to Max.(+)DP
For comer astragal anchorage on 80'or 135°comer unite,see shoat 11 (Water Infiltration Rating)
Table applies to all Glass types end00' 04' BO' 98' ( )Design Door Unit Height Sill Riser Height + n OH LENGTH ��--
the Stile/Astragal types shovm (Flat or Box,see F-
89-7/B'DLO 73-7/8'DLO 78-718'DLO 85.718'DLO Pressure,psf z
below. it a by(+)le may be Sheet 17)
-1/ �9
Anchor Type Anchor Type Anchor Type Anchor Type rrl
limned by Table 3A. Flush-1-112" see trots 3 w
1 2 3 4 1 . 2 3 4 1 2 3 4 1 2 3 4 ,_ 00 OH RATIO 2 1
Design Pressure + - + - + - + - Low-2-112° +46.87 y
24' 17'
Hand/Sill C4+1 C4+1 C4+1 Gf+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 I C4+1 I C4+1 Medium-3-1/4' +60.0 O
DLO Jamb 8 8 8 B 88 8 8 B 8 8 8 8 B 8 8 High-4' +90.0
P-took 6+7 7+8 7+6 7+9 7+B 7% 7+8 7+8 7+6 7+8 7+8 7+8 7+B 7+8 7+B 7+6 SEE NOTES 1-3
Design Pressure +90.0/-159.5 +90.0/-150.3' +90.0/-136.2 +90.0/-126
23" Head/Sill C5+2 C5+2 CB+2 C8+2 C5+2 CS+2 C8+2 C6+2 C5+1 C5+1 C8+2 C6+2 C5+1 CS+1 C6+2 C8+2 OH LENGTH
30 DLO Jamb 8 8 10 8 8 B 10 8 B e 10 B B B 10 8 OH RATIO=OH HEIGHT
P•lwok 8+9 9+10 10+1019+10 8+9 10+1019+1010+1 8+9 9+10 9+10 1 8+10 8+9 9+10 9+10 9+10 NOTES:
Design Pressure +90.0/-139.4 +90.0/-130.9 +90.0/-120 +90.0/410.8 1 POSITIVE PRESSURES IN TABLE 3 ARE BASED ON THE USE OF THE 4"SILL.
36' Head/Sill C5+2 C5+2 c8+2 C8+2 C5+2 C5+2 CB+2 C8+2 CS+2 C5+2 CB+2 C6+2 C5+2 C5+2 08+2 C6+2 )
DLO Jamb 8 B 10 8 8 8 10 8 8 8 10 8 1 e 1 8 1 10 1 8
P4wok B+8 8«10 8+10 8«10 8+9 9+10 9+10 8«10 B+8 9+10 9+10 9+10 8+e 8+10 8+10 8+10 2)WHEN USING THE 2-112"SILL,POSITIVE WATER DP IS 46.67 PSF MAX.WHEN
De319n Pressure +90,01-125.5 +90.0/-117.6 +90.0/-101.3 +90.0/-98.7 USING THE 3-114"SILL,POSITIVE WATER DP IS 60.0 PSF MAX.WHEN USING THE 4"
n. 42" 35' HBBdI81il 05+2 5+
C2 CB+2 1 U+2 C5+2 C5+2 CB+2 C8+2 C5+2 C5+2 C6+2 ce+2 C5+2 C5+2 CB«2 C0+2 SILL,POSITIVE WATER DP IS 90.0 PSF MAX(NEGATIVE PRESSURES UNCHANGED).
_ DLO Jamb a B 10 8 8 8 10 8 8 8 10 8 B B T.0 a SEE TABLE 3A.
P-look 1 8+9 9+10 8+10 9+10 8+B 8+10 19+1019+10 8+9 19+1019+1019+108+8 19+1019+10 9+10
E Design Pressure +90.01-115.7 +90.01-108 +90.01-98.2 +90.0/-90 3)4",3-1/4"AND 2-1/2"SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION
z 41' Head/Sill C5+3 25+3122!112B+3 25+212q+2 I CB+3 C8+3 C5+2 c5+2 CB+2 CB+2 C5+2 C5+2 C6+2 Ce+2 WHEREAS THE 1-1/2"SILL IS NOT AND MUST ONLY BE USED WHERE WATER
48' DLO Jamb B 8 10 8 8 B 10 B 8. B 16 a 8 B 1 10 8
RESISTANCE IS NOT REQUIRED.MAX.POSITIVE DESIGN PRESSURES SHOWN IN
P4=k 8+9 9+1019+1019+10 8+9 9+10 8+10 8+10 0«8 9+f0 9+1D 9+10 8+9 8+10 9+10 8+10 TABLE 3 MAY BE USED WHEN THE DOOR IS PROTECTED BY AN OVERHANG
Design Pressure +83/-83 +77.21-77.2 +69.61-69.8 +52.61.62.6 COMPLYING WITH THE CURRENT FLORIDA BUILDING CODE(SEE ADJACENT
54' 47' Head/Sill C4+2 C4+2 C5+3 C5+3 C4+2 C4+2 CS+2 C5+2 CA+2 C4+2 C5+2 CS+2 21+2191+212021C4*2 DIAGRAM);THIS CONDITION IS NOT RATED FOR WATER INFILTRATION.
DLO Jamb B 8 B 8 8 8 B 8 8 B 8 B 8 B 8 B
p_hook 6+7 1 7+e 1 7+e 1 7+8 7+9 7*8 7+e 7+8 7+8 7+0 7+8 I 7+s 7+8 1 +8 7+8 7+0 4)SEE SHEETS 10-14 FOR ANCHORAGE SPACING,EDGE DISTANCE AND
Design Pressure +79.2/-79.2 +13.31-73.3 +66/-66 +581.56 _
53' Head/SilI C4+3 C4+3 C5+3 C5+3 C4+3 C4+3 C5+3 C5+3 C4+2104+2!,5+3 C5+3 C4+2 I C4+2 C4
C4+2 +2 EMBEDMENT INFORMATION.
80' DLO Jamb 8 8 B 8 B 8 B 8 8 B 8 8 8 B 8. B
P-hook 6+7 7+e 1 7+8 1 7+8 1 7+e 1 7+8 1 7+8 1 7+8 1 7+e 1 7+8 1 7+8 1 7+8 7+e 1 7+1 7+8 7+8 1 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 REVIS�D
DLO HEIGHT=DOOR UNIT HEIGHT-10.125" Ytea0471gw6tf lAe Fbrat
PANEL HEIGHT=DOOR UNIT HEIGHT-1.866" Aat (� (0
6+/rrW qts G c r�r 1 2�,
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. Ilk t -
Interlock P-hook Lockstile@Jamb Straight Astragal Lockstile@ 90*Astragal Lockstile@ 135'Astragat Lockstile@ tP,*r Cm"
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-duly Stile
Heavy-duty Astragal Outside C Outside Inside
Corner
Corner
Inside
4r 6V qz:s f=C[inside Corner'I I Corner Outside �\tCS LYNN Mr11'i
Corner '��\���'•.GGN ••'�1�'�'�
Part 1161(Stile!) Part#61(Stile) Part#119(Out.) Part#61(Stile) :• J SF ••,•�P '
Part#61(x2) .Part 961 Part#61 h part 868(Astragal) Part 061 Part#118(Corner Part U120(In.) Parts U31  Part#61 -.'r i r
Receiver) (Corn.&Fxd Mount) o.57705
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NO FRAME "7+8"P-HOOK ANCHORAGE CONSISTS OF: SEE"C5"CLUSTER
SEE JAMB (7)P-HOOK ANCHORS, SEE'C5"CLUSTER MAX.UNIT WIDTH DETAILS,SHEET 10
SPLICE REQUIRED @ (PERPENDICULAR TO GLASS DETAILS,SHEET 10 FOR SEE"T CLUSTER DETAILS, FOR ASTRAGAL
NOTE, EXTERIOR PLANE)SEE TABLE 2,SHEET 7 INTERLOCK REQUIRES"CB" SHEET 10 FOR INTERLOCK 24•MAX.O.C.
THIS POCKETS AND 60"NOM.AND SEE
SHEET SEE POCKET 8 P-HOOK PANEL WIDTH DETAILS,SHEET 11 x x
( ) r------- x x /x� x x x x x 6"MAX.
JAMB MOUNTING x x x x f x x x x x x x
INSTALLATION, ADAPTER 6MAX. (o�—( x x x x xx X x x x x
THIS SHEET ANCHORS MIDWAYI I L 3"MAX.
&SHEET 14 BETWEEN P-HOOK i ® Io I 4 PAIRS OF
ANCHORS&AT 3" 1 I ° x=FRAME 96" x x ANCHORS
`l FROM TOP& i w 1 _l i I I ANCHORS )
BOTTOM io 1a^ ® r o UNIT 21"MA ANCHORS
MAX.G.C.' HEIGHT G'C' PER JAMB
4.051• "MAX.TO OPENING y o 01 1 14•MAX.O.C. n®=p_HOOK
EDGE OF POCKET SEE i w a
i ¢ i I 0 ANCHORS x x DETAIL MB
INSTALLATION i ON a ® I I i°
Z
DETAILS'Jc'&'Kc', i m RI o=P-HOOK BELOW)
END PANEL SHEET 14&PART a ®I ;1 MOUNTING
ANCHORAGE DETAILS'J'&W. ! j j lol 3"MAX ADAPTER x
r x
24"MAX. (2 ANCHORS) SHEET 19 FOR ANCHORS X
O.C. P-HOOK -____s^MAx. 1000��� «< x
x _ x x , x ✓ END PANEL
ANCHORAGE ANCHORS END PANEL x' � x xx xx x x x xx x x x' x x 6'MAX. ANCHORAGE(SEE
ANCHORAGE x' x x x x x ,+2, +2 SKETCH BELOW)
(SEE SKETCH BELOW) �.+2" "+2" "+2, ANCHORAGE ANCHORAGE
CENTERLINE 8-MAX.,TYP. ANCHORAGE ANCHORAGE ANCHORAGE
OF PANEL 1 2.04' -
24"MAX. EXAMPLE 5—PANEL, 2 TRACK 90'OUTSIDE CORNER-PXX/XXO-EXT MOUNT POCKET ANCHORAGE PLAN:
O.C. 60"x 96"NOM.PANELS,ANCHOR GROUP 3 IN CONCRETE SUBSTRATE(SEE TABLE 2,SHEET 7) 8„ SPLICE NOTE:
NON-STRUCTURAL
ANCHORAGE EXAMPLE NOTES: ANCHORS MAY BE ADDED
1)APPROVED ANCHORS:SEE TABLE A,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
80" CENTERLINE OF HEAD&SILL:8'MAX.FROM FRAME CORNERS.USE SPECIFIED CLUSTER FROM P1" OCCURS AT THE P-HOOK.
NOM. •% INTERLOCK APPROPRIATE TABLES,SHEETS 6-8 AT EACH INTERLOCK AND STRAIGHT AND CORNER (NAX
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.
iOPO0. s' i.i pb[REVISfO
FOR INTERLOCK
ANCHORS AT THE MIDPOINT OF END PANELS ARE ONLY 5.64" ��*witb ft no"
+2°ANCHORAGE REQUIRED IF THE O.C.DISTANCE TO THE NEXT ANCHOR
CLUSTER IS OVER 24",OTHERWISE ANCHORS ARE NOT6°MAX. A
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 ICS aN
OF PANEL 2 O.C. (P-HOOK)UTILIZING ANCHOR QUANTITIES FROM APPROPRIATE TABLES,SHEETS 6-8. StE -2-TRACK
FRAME JAMB
P-HOOK ANCHOR DETAILS ON SHEET 14. ANCHOR PAIR
REQUIRES "+2"ANCHORAGE SEE"C5"CLUSTER END PANEL
CENTERLINE CENTERLINE
""DETAI,�Zl;�
" SERSEE DETAILS,SHEET 10 ANCHORAGE
• II�—OF FOR ASTRAGAL OF
(2 AN
T 11 I INTERLOCK ASTRAGAL ) MAX 3.5 • • \\��\0��� LYNN
• •
EXTERIOR CENTERLINE "+2"ANCHORAGE—/ CENTERLINE "+2"ANCHORAGE_ CENTERLINE _ Nc.56705 -
OF PANEL 3 OF PANEL 4 OF PANEL 5
SEE SHEET 11 FOR OTHER INTERMEDIATE ANCHORS
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6"DIAG.
ASTRAGAL OR SPLICE LOCATION ASTRAGAL OR I (FOR SPLICE ASTRAGAL OR SPLICE LOCATION 2.04"
INTERLOCK--�—IF NEEDED INTERLOCK—, CONDITION,USE INTERLOCK—I IF NEEDED 2.04"
CENTERLINE I CENTERLINE "C6"CLUSTER DETAIL) CENTERLINE
1.75" EXTERIOR 6"DIAG.
3.5" 7" �—
3.5" 21" �✓
1.75"
4"D G. "DIAG. MAX' EXTERIOR
O.C.
2.04" 2.04" 2.04" 21"
I I 5.64" MAX.
EXTERIOR
3.5" 7„ EXTERIOR 4"DIAG. 7" EXTERIOR 7" 3.5° D.C.
�n� 7" 6"MAX.
V 2-TRACK FRAME HEADISILL v 2-TRACK FRAME HEAD/SILL v 2-TRACK FRAME HEAD/SILL
na ASTRAGAL OR INTERLOCK Q ASTRAGAL OR INTERLOCK cD ASTRAGAL OR INTERLOCK t2-TRACK
(USE WHERE 4 CLUSTER (USE WHERE 5 CLUSTER (USE WHERE 6 CLUSTER FRAME JAMB
ANCHORS ARE REQUIRED,"C4") ANCHORS ARE REQUIRED,"C5") ANCHORS ARE REQUIRED,'C6") 6"MAX'
ANCHOR PAIR
4-TRACK
ASTRAGAL ORSPLICE LOCATION ASTRAGAL OR (FOR SPLICE ASTRAGAL OR SPLICE LOCATION 6"DIAG. FRAME JAMB
INTERLOCK-�—IF NEEDED INTERLOCK-1 CONDITION,USE INTERLOCK IF NEEDED2.04" EXTERIOR ANCHOR PAIR
CENTERLINE I CENTERLINE I "C6"CLUSTER DETAIL) CENTERLINE L► 3 5„ �E
3.5" 3.5" 7"
ANCHORS MAY BE INSTALLED
I 21" EITHER IN THE EXT.OR INT.
2.04" 4°DIAG. 2.04" MAX. TRACK(INT.SHOWN)
4.08'
4.08" O.C.
I I
5.64" NOTES:
1.ALL DIMENSIONS SHOWN
EXTERIOR o f 7" EXTERIOR 7" 4"DIAG. EXTERIOR 3.5" ARE BASED ON MIN.
�l �l 6'MAX. ALLOWED.
3-TRACK FRAME HEAD/SILL v 3-TRACK FRAME HEAD/SILL v 3-TRACK FRAME HEAD/SILL 2.FOR HEAD OR SILL SPLICE
A ASTRAGAL OR INTERLOCK Q ASTRAGAL OR INTERLOCK [al ASTRAGAL OR INTERLOCK LOCATIONSIANCHORAGE 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: PRODUCrAEVIBED
INTERLOCK IF NEEDED INTERLOCK-�I (FOR SPLICE INTERLOCK-^I CONDITION,DO NOT
CONDITION,USE USE THIS DETAIL) SPLICE LOCATION *n>,Me norm,
CENTERLINE ! CENTERLINE " CENTERLINE
.(I C6"CLUSTER DETAIL) IF NEEDED y
1.75" 3.5' 3.5" 7" 3.5" t
3.5"
§4'
4"DIAG. 2.04" 4°DIAG. 2.04"
2.04' 5.37"DIAG. 4"DIAG.
- 08"ki 2.04"IAG.
I 1\ EXTERIOR EXTERIOR 7" —.• 3.5" 3.5� ���\BONN LYMy 4,,
EXTERIOR 7" —� n �•' \.%CENs�'•.!'c�
4-TRACK FRAME HEADISILL 4-TRACK FRAME HEAD/SILL V 4-TRACK FRAME HEAD/SILL P
CRD ASTRAGAL OR INTERLOCK ()ASTRAGAL OR INTERLOCK @ ASTRAGAL OR INTERLOCK No.58705
(USE WHERE 4 CLUSTER (USE WHERE 5 CLUSTER (USE WHERE 6 CLUSTER ANCHORS ARE REQUIRED,"C6") _
ANCHORS ARE REQUIRED,"C4") ANCHORS ARE REQUIRED,"C5") WITH&WITHOUT SPLICE CONDITION =-U :OL ^
RNNRr Gala' Revl,bu: J•�' �I ,ATE I . •• �`,
o.a Rs an.. 1010TECHNOLOOYDRNE ANCHORAGE,EXAMPLE CLUSTERS %��'..F<ORVO
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JR 01/20/14 CERT.OFAUTH.#29296 ® SOD-670 NTS
10 22 PGT0128 A P.EJI 58705
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"DIAG. 8.943.5" ALLOWED.
6.12" 6.12 3.5" 2.DETAILS DEPICT ANCHOR
INTERIOR INTERIOR 7 INTERIO 1 ° INTERIOR 1 QUANTITY AND SPACING,
90° 3. 90° 3. " EXTERIOR AND WOULD BE IDENTICAL
EXTERIOR EXTERIOR 4"DIAG. 4"DIAG. FOR EXTERIOR OR INTERIOR
CORNER CONFIGURATIONS.
4" 3.5" 3 EXTERIOR ^+1"ANCHOR
3.5" 4" 3.5" 4"
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 CLUSTER (USE WHERE 4 CLUSTER (USE WHERE 5 OR 6 CLUSTER f OF PANEL
ANCHORS ARE REQUIRED,"� ANCHORS ARE REQUIRED,"C6") ANCHORS ARE REQUIRED,"g4D ANCHORS ARE REQUIRED,"C6")
4.06"
"+2"ANCHOR
INTERIOR INTERIOR
EXTERIOR 4.08"
^+1"ANCHOR 2.04"
4" 7.41" Elm 4"DIAG.
INTERIOR 3.5 INTERIOR
gp° 7•, 135° CENTERLINE
EXTERIOR OF PANEL
3 I 3.5" "+3"ANCHOR
4.08" 4.08" 7"
5.37"D AG. 5.37"D AG.
CENTERLINE 2.0
4"
3.5" 4" 3.5"
OF PANEL4"DIAG.
EXTERIOR EXTERIOR T. 4" INTERIOR ON "+2"ANCHOR EXTERIOR ALL 90°CORNER 135°CORNER n VIEWS � LINE
3-TRACK FRAME HEAD/SILL 3-TRACK FRAME HEADISILL V I OF PANEL
("C6"ANCHOR CLUSTER REQUIRED ("C6"ANCHOR CLUSTER REQUIRED L 2-TRACK FRAME HEAD/SILL
AT ALL 3-TRACK CORNERS) AT ALL 3-TRACK CORNERS) 4"DIAG.
INTERMEDIATE ANCHOR LAYOUT
INTERIOR 6.12" INTERIOR 2.04"
RRODOCt REVISED
2.04" .12" 3.5" � WI7W8»ith tlx FlndAr,
EXTERIOR CENTERLINE aiteaeeRo lS_/ /3•/tf
4^ INTERIOR 5.88" OF PANEL NarwbaaRalc_.H/7/20
INTERIOR 90° 4" 3.5„ 135° "+3"ANCHOR
2.04"
DIA 7
G 3.5" 4.08"
6.12" 4"DIAG. 6.12^
7" EXTERIOR
. III
3.5"
2.04" EXTERIOR 725
"3 5' 4" 4"DIAG. EXTERIOR 4„ 2.04"
3.5"
y IIS CENTERLINE \\ \r0\�( LYNN/d/ /
I ��, �tcBN,^�; •.,.�
90°CORNER 135°CORNER OFPANEL •. `t•.•
4-TRACK FRAME HEADISILL 4-TRACK FRAME HEADISILL 4-TRACK FRAME HEADISILL
("C8"ANCHOR CLUSTER REQUIRED ("CB"ANCHOR CLUSTER REQUIRED INTERMEDIATE ANCHOR LAYOUT No.5471)5
AT ALL 4-TRACK CORNERS) AT ALL 4-TRACK CORNERS) (3-TRACK SIMILAR) // T
TATE
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INSTALLATION DETAILS EMBEDMENT.,SEE TABLE A,SHEET I EMBEDMENT:SEE TABLE A,SHEET 1
EDGE DISTANCE; EDGE DISTANCE: MIK OF 3 THREADS BEYOND
SEE TABLE A,SHEET I SEE TABLE A,SHEET I EDGE DISTANCE: THE METAL SUBSTRATE
SEE TABLE A.SHEET I
EDGE
SEE TABLE LE
L
A
A
NC
S
E
SHEET
E-
E-
T
EMBEDMENT:
EDGE DISTANCE:
)IST
D
t
SEE
T ;IS
EE TABLE A SHEET I
B
EXTERIOR 2.1/16" 1/4" 2-Vl6"* 2-1116— NOTES:
114" 1/4' 1.ALL DIMENSIONS
R
MAX. MAX, MAX, SHOWN ARE BASED
SHIM EXTERIOR SHIM EXTERIOR A a SHIM ON MIN.ALLOWED.
EMBEDMENT: 2.METAL OR WOOD
SEE TABLE A,
IENT: SUBSTRATES MAY BE
SHEET USED FOR ALL FRAME
2X WOOD WOOD ANCHOR TYP., 2X WOOD WOOD ANCHOR TYP., METAL TYP., SMS ANCHOR TYP., TYPES PER TABLE A,
, a 8 C C SHEET 1.
SEE ANCHOR NOTES TYP.,SEE ANCHOR SEE ANCHOR NOTES SEE ANCHOR Z--SEE ANCHOR NOTES
TYP.,SEE ANCHOR
NOTE 3,SHEET I &TABLE A,SHEET I NOTE 3,SHEET 1 &TABLE A,SHEET I NOTE 4,SHEET 1 &TABLE A,SHEET I
IS
ION 2-TRACK FRAME HEAD 3-TRACK FRAME HEAD 6E4-TRACK FRAME HEAD *DIAGONAL D.C.MIN 4'(HEAD&SILL)
KAw�WOOD INSTALLATION WOOD INSTALLATION W METAL INSTALLATION OR 6"{JAMB}SEE
WOODANCHORTYR, 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 SEE ANCHOR NOTES SEE ANCHOR
&TABLE A,SHEET I NOTE 3,SHEET I SEE &TABLE A,SHEET 1 NOTE 3,SHEET I SEE &TABLE A,SHEET 1 NOTE 4,SHEET I
SEEANCHOR ANCHOR ANCHORMIK OF 3 THREADS BEYOND
NOTE 5,SHEET NOTE 5 NOTE 51 THE METAL SUBSTRATE
I(1;�MAX.) SHEET i]_ SHEETi
MAX.) (114"xRO
TERI
MAX)
EXTERIOR EXTERIOR Q EMBEDMENT:SEE
E I
2-1/16" <D aF-- TABLE A,SHEET I
EDGE DISTANCE: 2-1/16" 2-1116" EDGE DISTANCE:
EDGE DISTANCE: SEE TABLE A,SHEET I
SEE TABLE A,SHEET I SEE TABLE A,SHEET 1
EMBEDMENT,SEE TABLE A,SHEET I EMBEDMENT:SEE TABLE A,SHEET 1
krzj�2-TRACK FRAME SILL &E�h 3-TRACK FRAME SILL (0�4-TRACJK FZLME SILL
T L 3
WOOD INSTALLATION WOOD INSTALLATION EA N LATION
EMBEDMENT:SEE
TABLE A,SHEET I
. EDGE DISTANCE: ;pRoDuc F WISED
EMBEDMENT:SEE SEE TABLE A,
TABLE A,SHEET I SHEET
�v EDGE DISTANCE: METAL TYP., Ant~N 4v/
SEE TABLE A, zapkwm note
off
EMBEDMENT.SEE I
TABLE A,SHEET 1 00�1 SHEET1 SEE ANCHOR tcc N 1�1-
1 5- 1-cizw��w
EDGE DISTANCE: NOTE 4,SHEET I I wl��
2XWOOD 71
SEE TABLE A, 2X WOOD
TYP.,SEE ANCHOR SHEETITYP.,SEE ANCHOR
NOTE 3,SHEET I — — NOTE 3,SHEET I SMS ANCHOR TYP
21716-1 SEE ANCHOR NOTES-
WOOD ANCHOR TYP.,. 2-1116" TABLE A,SHEET I
SEE ANCHOR NOTES WOOD ANCHOR TYR, MIN.OF 3
&TABLE A,SHEET 1 SEE ANCHOR NOTES THREADS
&TABLE A,SHEET I BEYOND THE
EXTERIOR EXTERIOR METAL
EXTEIRJOR
tj SUBSTRATE
MAX,SHIM EN
1`/4MAX,SHIM 1/4"MAX.SHIM — M— u
1/4"MAX.SHIM No.5F705
2-TRACK FRAME JAMB 3-TRACK FRAME JAMB 4-TRACK FRAME JAMB
WOOD INSTALLATION jw WOOD INSTALLATION METAL INSTALLATION
V .:
Ig .
-�'Q--' STATS F 4li'
1`010 TIE DRW ANCHORAGE DETAILS
N.VENICE EKFQLL3042G7y6140111ON \:K
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D; Wr 0.w
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I NSTALLATI EMBEDMENT:SEE TABLE A,SHEET 1 EMBEDMENT:SEE TABLE A,SHEET 1 NOTES:
EDGE DISTANCE: EE EDGE DISTANCE: EDGE DISTANCE: 1.ALL DIMENSIONS
CONCR CON ETE SEE TABLE A,SHEET 1 CONCRETE SEE TABLE A.SHEET 1 SHOWN ARE BASED
PER BLE TABLE A,SHEET 1 ON MIN.ALLOWED.
A EET1 2-1/16"' PERT LE 2-1/16"• PERTABLE 2-1/16
A,SHE 1 A,SHEET 1 1/4" 'DIAGONAL O.C.IS
;...
EXT R, R •'.;.:• :•_ ..,.. : .,,.•.:.� ,.....,: ,�, .+., .'•; •, r SHIM M 4"(HEAD ILL)
IN AD&S
AMB�SEE
-[ ` I UDE�TAILS,SHEETS
EMBEDMENT: L MAX. E%TER R 114" EXTERIOR SEE TABLE A, 1/4" MAX. a
SHEET 1 SHIM SHIM
PROPERLY SECURED 1 X CONCRETE ANCHOR TYP. PROPERLY SECURED IX CONCRETE ANCHOR TYP., PROPERLY SECURED 1X CONCRETE ANCHOR TYP.,
WOOD BUCK TYP.,SEE SEE ANCHOR NOTES& WOOD BUCK TYP.,SEE SEE ANCHOR NOTES& WOOD BUCK TYP.,SEE SEE ANCHOR NOTES&
ANCHOR NOTE 3,SHEET 1 TABLE A.SHEET 1 ANCHOR NOTE 3,SHEET 1 TABLE A,SHEET 1 ANCHOR NOTE 3,SHEET 1 TABLE A,SHEET 1
ICONCRETE I NCEI
CONCRETE TALLATIO BINSTALLATION CONCRETE INSTALLATION
CONCRET PROPER SECURED 1X CONCRETE ANCHOR TYP., PROPERLY SECURED 1X CONCRETE ANCHOR TYP., PROPERLY SECURED 1X
SEE HOR NOTES& WOO- C P.,SEE SEE ANCHOR NOTES& WOOD BUCK TYP.,SEE SEE ANCHOR NOTES& WOOD BUCK TYP.,SEE
TABLE A,SHEET 1 ANCHOR NO SHEET 1 TABLE A,SHEET 1 ANCHOR NOTE 3,SHEET 1 TABLE A,SHEET 1 ANCHOR NOTE 3,SHEET 1
SEE CHOR S NCHOR SEEANCHOR
NOT SHEET TE 5, NOTE 5,
1(1/4"MAX.) SH Tl ( 4 M -
SHEET)
(114'M .) _ - - I 11" AX.)
EXTERIOR :�. .. :...::'.,. :....�:1•.,:.. EXTERIOEXTERIOR"
•: '. �""�
�] CONCRETE
.2-1/18"` � -1/16"' �2-1/18"•^ 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 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 INSTALLATIO \Ecj CONCRETE INSTALLATION Fc CONCRETE INSTALLATION
EMBEDMENT:SEE
TABLE A,SHEET 1
EDGE DISTANCE: rKuiju '
EMBEDMENT:SEE SEE TABLE A, f REVISED
TABLE A,SHEET 1 �� SHEET 1 M,Wrj"wNY�`FlO�+
EDGE DISTANCE: PROPERLYSECURED A�c1++�eNo -1013•Iy
SEE TABLE A, ale
EMBED T:SEE 1X WOOD BUCK TYP.,
TABL A,SHEET 1 SHEET 1 SEE ANCHOR NOTE 3, L�
PROPERL SECURED - EDGE DISTANC9: P PERLY SECURED SHEET 1
1X WOO BUCK TYP., SEE TABLE A, 1X OOD BUCK TYP.,
SEE AN OR NOTE 3, SHEET 1 SEE NCHOR NOTE 3, CONC./CMU ANCHOR 2-1/16"'
SHEET 1 SHEET 1 TYP.,SEE ANCHOR
CONC.! MU ANCHOR
2-1116"' 2-1/16°' NOTES&TABLE A,
TYP., EE ANCHOR
CON /CMU ANCHOR SHEET 1 CONCRETE
NOTE &TABLE A, TY .,SEE ANCHOR OR CMU
SHEET 1 CONCRETE N ES&TABLE A, EXTERIOR PER TABLE `\ \1V LYNN
EXTERIo '�- ORCMU EX ERIOR SHEETI CONCRETE �L, % SHEETI \" O•.. •••A••.'�1/((c4�
nn�
PER TABLE ° OR CMU v jrF.lS '•.,•p
X71/4 AX.SHIM I A,SHEET 1 1/4"MAX.SHIM -I I-- PER TABLE
A,SHEET 1 1/4"MAX.SHIM �-J.,
2-TRACK FRAME JAMB 3-TRACK FRAME JAMB 4-TRACK FRAME JAMB = /,
c CONCRETE/CMU INSTALLATI He CONCRETE/CMU INSTALLATION \,Lcj CONCRETE/CMU INSTALLATION
0
R By OYfw RM- �V 0 I j :•(tel
••. STATE OF (/V�
R 1070TECHN0L00YOR1. ANCHORAGE DETAILS �\ '•.°CORIOR•' •\C
N.VENICE FL 31T78 rix ii Cl� ••.....•.•;
o.� R°wan. SERIES 670 ALUM.SGD-NON-IMPACT
0ua aa�b (817}480.1800 sic sac. A.&I NMILLEk��.E.
JR 01110/14 CERT.OFAUM.d7BTB6 ® 500-870 NTS 13 d 22 PGT0128 A P.E.k 58705
INSTALLATION DETAILS NOTES:
1.ALL DIMENSIONS
FRAME JAMB SHOWN ARE BASED
REQUIRED AT ALL F 2.693"MIN. ON MIN.ALLOWED.
INSIDE POCKETS EDGE
TO PREVENT DISTANCE 2.FIGURES ON THIS
EMBEDMENT:SEE SHEET ARE FOR
WOOD FRAMING TABLE A,SHEET WATER'1 P-HOOK MOUNTING ADAPTER ILLUSTRATIVE
WOOD ANCHOR TYP., INFILTRATION CONC.ICMU PURPOSES ONLY,SEE
YP
o ANCHOR T .,SEE
SEE ANCHOR NOTES TABLE A,SHEET 1 FOR
EMBEDMENT: &TABLE A,SHEET 1 26 ANCHOR NOTES& ALL APPROVED
SEE TABLE A, (ALSO SEE TYP. ': TABLE A,SHEET 1 SUBSTRATES.
SHEET 1 2e ILLUSTRATION,SHEET 9) 1-1/4"MIN.EDGE DISTANCE
EDGE DISTANCE:SEE EXTERIOR 3.SEE TABES 1-3,SHEETS 6-8 FOR
TABLE A.SHEET 1 EMBEDMENT: nV
REQUIRED P-HOOK
SEE TABLE A. P-HOOK MOUNTING
26 j SHEET 1 ADAPTER CONCJCMU AND P-HOOK
EXTERIOR MOUNTING ADAPTER
PHOOK WOOD ANCHOR TYP., 3LR ANCHOR TYP.,SEE ANCHOR QUANTITIES,
P-HOOK ANCHOR NOTES&TABLE
SEE ANCHOR NOTES ALSO SEE EXAMPLE
&TABLE A,SHEET 1 CONCRETE OR EMBEDMENT:SEE A,SHEET 1 ON SHEET 9.
(ALSO SEE TYP. 2.893"MIN. TABLE A,SHEET 1 (
CMU PER 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
Jc PARTS#18#20#22 OR#24,
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&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
NOTE 4,SHEET 1; ADAPTER SMS CMU PER TABLE TABLE A,SHEET 1 ANCHOR TYP.,SEE
MIN.OF 3 THREADS TABLE A,SHEET 1 ANCHOR TYP.,SEE ANCHOR NOTES&TABLE
BEYOND THE METAL ANCHOR NOTES A,SHEET 1 ?;'r •', A,SHEET 1
SUBSTRATE 28 &TABLE A,SHEET 1 EMBEDMENT: (ALSO SEE TYP.
(ALSO SEE TYP. "'.. ILLUSTRATION,SHEET 9)
SEE TABLE A, ►ROpUCf REVfSSD
ILLUSTRATION, "' 28
EMBEDMENT: SHEET 9) SHEET 1 r "•.
SEE TABLE A, ED DISTANCE:SEE
SHEET 1 TABLE A,SHEET 1 1-1/4'MIN.EDGE DISTANCE
30 30
P-HOOK SMS ANCHOR TYP., eodretCwhd
EXTERIOR P-HOOK CONC.lCMU EXTERIOR
SEE ANCHOR NOTES7 nn ANCHOR TYP.,SEE
&TABLE A,SHEET 1 V ANCHOR NOTES&TABLE
(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)
P-HOOK FOR USE WITH BOX SILL RISERSP-HOOK FOR USE WITH BOX SILL RISERS \\��Ot1Y LYNN
KW PARTS#19 #21 #23 OR#25, Ko PARTS#19 #21 #23 OR#25, �� .• (� i,
METAL INSTALLATION EXTERIOR CONCRETE INSTALLATION EXTERIOR `Qa. L\GENSF'•.(p
SEE TABLES 1A,2A&3A MOUNT (SEE TABLES 1A,2A&3A MOUNT yt
( ONLYONLY No.58705
FOR WATER RATINGS) FOR WATER RATINGS) _
Ramey Wh: Ra,Yb'u• !' STATE 0 OF
,'•�/�
o..,tmc %C? •.•
R 1070 TECHNOLOOYORIVE ANCHORAGE DETAILS i�S•.Ft oRtor,.••G�•c��
N.VENICE,FL 34776 nr
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sum sn..e �Mvra R... A.LYNN M111L%.V11,d E.
CERT.oFaunl.lrzszee a sco c7o NTS 14 d 22 PGTO128 A REA 58705
rR 02r2a1a
it
CONFIG. EXAMPLES
MAX.UNIT
WIDTH MAX.UNIT WIDTH
MAX. NOM.PANEL WIDTH
DLO_ TYP.PER TABLES 1-3 INTERIOR
HEADER DETAIL'A', WIDTH
SHEET 18;INSTALLATION ^I DETAILS'Aw'&'Ad,� EXTERIOR
SHEETS 12&13
PANEL PANEL PANEL TYPE TYPE PANEL CORNERDETATYPE OS. AS TYPE SHEET 19&COA. K ANCHORAGE SHNOM. MAX.UNITMAX. PANEL I / MAX• HEIGHT INTERLOCPANEL ! WIDTH TYP. DLO PER 'M',SHEIGHT SEEPERHEIGHT TABLES
NOTE 2 TABLES 1-3 1-3
18;INSTALLATION DETAIMB DETAIL'G3', LS
XX X 'G%V&'Gc',SHEETS 12&13
l
90°
SILL DETAIL'D',SHEET 18;7
INSTALLATION DETAILS EXAMPLE:90° INSIDE CORNER,4 PANELS-XX/XX
'Dvd&'Dc',SHEETS 12&13
SILICONE
BY OTHERS.
DLO WIDTH=NOM.PANEL WIDTH-7'
DLO HEIGHT=DOOR UNIT HEIGHT-10.125"
PANEL HEIGHT=DOOR UNIT HEIGHT-1.866"
#8X1
#10 X 1-112" PH SMS PRODUcr REvIs6D
PH SMS rc pt*g wllb M"norms
u.wl"c"a" /O/3/Ll
AeapWw No
Rb* D"te
cvMr
PANEL CORNER FRAME CORNER
DETAIL DETAIL
• �IUIIii ,
NOTES: \��)NY Ll'Alq
1)SEE SHEET 17 FOR INDIVIDUAL PANEL CONFIGURATIONS AS APPLICABLE.SEE DP/ANCHOR TABLES,SHEETS 6.8 FOR MAX. �� �:ICF:NS�•.•CFp
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. _ No.58705
3)PLEASE SEE APPLICABLE ASTRAGAL&INTERLOCK COMBINATIONS PER DP/ANCHOR TABLES. 0 —
Rendliy 0.b "ntrbr:
o+utve �1'•, oT l.0 IS,: Jr�
1070TECNNOLOOYORIVE ANCHORAGEDETA/LS/EXAMPLE ELEVATION :�Sp��4`.:`:!n.iN��`\
N.VENICE FL 91Y75 '
, d", ,, 1"„�d ,� SERIES 670 ALUM.SGD-NON-IMPACT ''i�N1/�l �C%\`
arwwre eeei. s+ec uMo"e A.LWd MILLER,P.E.
uer er ctn O+J d o a: ® SGO-670 NTS 15 0 22 PGT0128 A REA 58705
JR 01/20/14 CERT.OFAf/7N.p2919B
CONFIG. EXAMPLES INTERLOCK DETAIL IFOR ALL DETAILS ON THIS SHEET,SEE NOTES ON SHEET 15
'M',SHEET 19 OPERABLE JAMB DETAIL'G3',SHEET 18;
'�_INSTALLATION.DETAILS'Gme&'Ge,SHEETS 12&113
XED JAMB DETAIL'G2', ASTRAGAL HEADER DETAIL'A', MAX'
,SHEET HEADER DETAIL'A',SHEET 18;
IIEET 18;INSTALLATION DETAILS'Ll'& 18;INSTALLATION DETAILS INSTALLATION DETAILS'Aw'VAc% DLO JAMB DETAILG3!,SHEET
DETAILS'GW&'Gc!, L2,SHEET 19 'Aw-VAe,SHEETS 12&13 SHEETS 12&13 WIDT�L_ /-18;INSTALLATION DETAILS
SHEETS 12&13 TYP. P� 'GW&'Gd,SHEETS 12&13
'PANEL PANEL PANEL PANEL INTERIOR
TYPE TYPE TYPE TYPE PANEL PANEL PANEL PANEL INTERLOCK DETAIL
V V IN TYPE TYPE TYPETYPE V,SHEET19
MAX. IN Ics, QSW MAX. I I
NOM_ h A UNIT UNIT 90*OUTSIDE CORNER
PANEL HEIGHT SILL DETAIL NOM. HEIGHT DETAIL'Nl',SHEET 19&
MAX� WIDTH TYP, PER u,SHEET /Y PANEL PER CORNERANCHORAGE
PER SEE TABLES I TABLES
I R
INTERLOCK
R
E
NTE
RL
OCK
M',SHEET
90o OUTSIDE
DETAIL
E
E
DETAIL'Nl' S
CORNERANC
DLO 18; MAX- WIDTH TYP. SEE SHEET ll
TABLES 1-3 NOTE 2,— 1-3 DLO NOTE 2�_ T,'0
HEIGHT INSTALL PER 1-3 INTERIOR
SHEET 15 DETAILS HEIGHT TABLES 1-3 SHEET 16
�3 'Dw'&'Dc, EXTERIOR
0 x x x SHEETS12 NOM.PANEL
W
�
&13 x x WIDTH TYP.
PER TABLES
MAX.UNIT WIDTH 1-3
EE FRAME&A MAX UNIT WIDTH
PANEL CORNER SILL DETAIL"D SHEETIL MAX.UNIT WIDTH 11
CONSTRUCTION EXAMPLE:OXXX INSTALLATION DETAILS
DETAILS SHEET 15 (2-TRACK) 'Dw'&'Dc',SHEETS 12&13 EXAMPLE:90*OUTSIDE CORNER-XX/XX(2-TRACK)
ASTRAGAL DETAILS'Ll'& INTERLOCK DETAIL V,SHEET 19 JAMB DETAIL 11%SHEET 18;
L2,SHEET 19INSTALLATION DETAILS'lw'&
INTERLOCK DETAILV,SHEET 19 le,SHEETS 12&13--�
HEADER DETAIL
JAMB DETAIL-1,12',SHEET P-HOOK DETAILV&W,SHEET '13',SHEET 18;
18;INSTALLATION DETAILS 19;INSTALLATION DETAILSJW, INSTALLATION �J�AtM�BnDETA�111.'12%SHEET 18;INSTALLATION HEADER DETAILV,SHEET
'Hw'&'Hc',SHEETS 12&13 'Jc','KW&Xc',SHEET 14 DETAILS'Bw'&'Bd, DETAILS lw'&'Ic',SHEETS 12&13 1 INSTALLATION DETAILS
SHEETS 12&13 & SHEETS 12&13
MAX.UNIT WIDTH MAX.UNIT WIDTH "wDuc r itEvtbbv-
------ .,..VWS wflh the NOW%
;I
PANEL PANEL PANEL PANEL i PANEL
I PANEL PANEL PANEL kwiftc.&
TYPE TYPE TYPE TYPE TYPE TYPE TYPE TYPE K"ks*w"kic-44-2AX-v
W V V VM. pT' 1p,
MAX.UNIT NOM. > i MAX.
HEIGHT PANEL NOM. UNIT
WIDTH TYP. A
PANEL HEIGHT
PER —I WIDTH TYP, I PER
TABLES I MAX. PER
1-3 DLO SEE TABLES 1-3 SEE MAX. PER TABLES
HEIGHT NOTE 2r- . --NOTE 2. DLO TABLES 1.3 1-3
'SHEET 15 H SHEET HEIGHT
v
O 2 x
X x X, x _ x 0 k%( LTAIA14
LL—=
------ ep
EXAMPLE:OXXXp SILL DETAVE,SHEET 18; EXAMPLE:XXXO SILL DETAIL f',SHEET 18;
- Na.✓ 58705
(3-TRACK-RIGHT POCKET) INSTALLATION DETAILS (4-TRACK, BY-PASS) INSTALLATION DETAILS
Ew Ec!,SHEETS 12&13 .. 'FvV&'Fc!,SHEETS 12&13
w STA'fr OF -'IQ 1070TECH)VOLOGYMW EXAMPLE ELEVATIONS 0
14.MICE,FL
34276
(941�480-16W SERIES 670 ALUM.SGD-NON-I—MPACT
OF AAL,
JR CER
�A A.&A'/()NN MILLW,P.E.
T. UTH#2920$ W.711 PGTO126 REA 58705
r
PANEL'S RIGHT STILE TYPE
PANEL SINGLE SINGLE FIXED LOCKSTILE ASTRAGAL ASTRAGAL ASTRAGAL ASTRAGAL INTCORNER EXTCORNER EXTCORNER INT CORNER EXTCORNER EXT CORNER INTCORNER
INTERLOCK IN STILE Wl HANDLE BOX OUT BOX IN BOX OUT BOX IN 90 LOCKSTILE 90 LOCKSTILE 90 RECEIVER 90 RECEIVER p0 RECEIVER 35 RECEIVER 35 RECEIVER
TYPES OUT IN WIHANDLE W/HANDLE WIHANDLE WIHANDLE WIRANDLE W/HANDLE W/HANDLE WI HANDLE
�`y'-�. #118 #118 #31 #31
–� L� #120 #119 #61 Y4.18 1 #6� #81 #61
I
Egar F PP K �L TR TQ TC TA TV TW
TERL
INTERLOCK
OUT
SINGLE /� C C /C CQ SC S/0 V w
INTERLOCK ' 8 E P /'"� (BOX OUT BOX IN) /(,� J /^� J V Y Y
IN
FIXEDRR. R S S FD FC FV FW
STILE Boxam Box"o ,
I
LOCKSTILE
WI HANDLE
D A/� `Jr
HANDLE �{/� MOXwl
ASTRAGAL
W BOX OUT L R PANEL NOTES:
WI HANDLE LLLJJJ��� Boxoun 1.SEE DP TABLES 1-3,SHEETS 6-8 FOR PANEL
ASTRAGAL / SIZES&DESIGN PRESSURE.
BOX IN 1 V LEFT Q INTERIOR RIGHT 2.PANEL TYPES NOT SHOWN OR CROSSED OFF
Lll W/HANDLE BOXu4 PANEL PANEL ARE NOT REQUIRED FOR ANY CONFIGURATIONS
F— ASTRAGAL T U STILE �EXTEaIOR STILE AND ARE NOT AVAILABLE.
U) BOX OUT eoT eoU 3.90°ASTRAGALS TO USE HEAVY-DUTY STILES
PANEL"E"SHOWN.SEE TABLE FOR OTHER PANEL TYPES AND EXTERIOR
CORNER RECEIVER(#118)AND EITHER
rL ASTRAGAL I ' APPLICABLE STILE/ASTRAGAL REQUIREMENTS. EXTERIOR(#119)OR INTERIOR(#120)CORNER
LLI BOX IN T v ASTRAGALS.
'BOM) BoxuO
4.135*ASTRAGALS TO USE HEAVY-DUTY STILES
INT CORNER 90 LOCKSTILE RT Cl (#61)AND CORNER ADDON(#31).
.I W/HANDLE#1Y0 232"
w SILL RISERS OPTIONS 232"
EXT CORNER Q T Q^
Z 901 OCKSTILE J �+ '232" EXTERIOR EXT R ,082•
Q Wl HANDLER CT CS EXTERIOR
I ,232" I
EXT CORNER#61 —li. EXTERIOR 0B2.
EXTERIOR � a 4,055"
90 RECEIVER ,062"
WIHANDLE 2.555' 3.305° FRODUCf REVISED
#118 ...o.Wsba rt[d le.Flores
INTCORNER#61 AT AS DF _1567'.062' i 1 I' �C�
90 RECEIVER —f
WIRANDLE 11B + RHfrt11�0.1t
EXT CORNER #118'pr 1B,SILL RISER,FLAT` 29 SILL RISER,FLAT 22 SILL RISER,FLAT 2a SILL RISER,FLAT
90 RECEIVER. CF FLUSH,1-112" GLOW,2-1/2° OMEDIUM.3-114" OHIGH.4" !k!r C+�'d
oil .760"
EXTCORNER #31 �`( 760, wl Imo–
135 RECEIVER VT VS VF ` EXTERIOR
WI HANDLE #61 EXTERIOR EXTERIOR r I _ 750° EXTERIOR `�tJ, 062"
INT CORNER #31 WT WS ,A/F { .908"
(t--1 .062" " 4.055"
35 RECEIVER V`/ a–_I a .062" V--' 3.305°
WIHANDLE #s1 .002" 2.555' I I
1.567IiFT
" ONl
jCENgF'•<<(p
SILL RISER,BOXI'
SILL RISER,BOX SILL RISER,BOX SILL RISER,BOX 4;
t9`FLUSH,1-1/2" 21 LOW,2-112' 23 MEDIUM,3-1/4" 25 HIGH,4" _ y No.58705 �� '.
>"
`NOT VALID FOR WATER INFILTRATION RESISTANCE REQUIREMENTS,SEE SHEETS 6.8 ��
s1ArE F ([7
1oloTEDHNaoorDRrvE PANEL TYPES o' r[oRIDP,.•''
N.VENICE, Q)
(94IM804600 SERIES 670ALUM.SGD-NOON-IMPACT ;dt 1/\I..
a,..n er Wra d,r brt O.he ® d PGTO128 P.E.#68A A.LY1706 P.E.
UR OZ20/14 CERT.OFAUTH.#2'9296 SGD670 NT$ 17 22
ASSEMBLY DETAILS
(SEE SHEETS 12-14 FOR FOR INSTALLATION DETAILS) INTERIOR
5 �J" 81 113 116
*ill
28 7
30
27 63 11 113
60 OR 61 103 111 63 60OR6i2985 14
120
65 6EXTERIOR 111 82 90°
E P-HOOK FOR FLAT SILLS P-HOOK FOR BOX SILLS EXTERIOR NTERIOR EXTERIOR INTERIOR EXTERIOR
(EXT.OR INT.MOUNT) �EXT.MOUNT ONLY c] 90° �\
LOCK PART 1 p3 LOCK PART
LOCK�P07 R� 60 OR 61
103 75 8 107-110 75 8 107-110 61
5 ®INTERLOCK
M
14
I�XTERIOR
60TEXTERIOR
61 113 113 1113 1p3 119 EXTERIOR 7
67 68
HEAVY-DUTYSTANDARD ASTRAGAL#67
L1 WITH STANDARD STILES#60 L2 WIITHEAVYDUT STILNER ER ITEM#61(HEAVY-DUTY
ES#61 N1 2 TRACK SHOWN N2 2 TRACK SHOWN '
STILE)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 PARTp1y0pUCf REVIS£
4 INTERIOR 75 8 107-11 :roDPlll1¢rill,fl a Florfde
135° 5 Ac PU co N
5 ��r�O� •/�
4 INTERIOR i'PWMW.pole
kIti- .
7 ,1
14
135°
5 61 32
103
61 6,
32 EXTERIOR 61
11 5 411111
LOCK PART 31 103 61 U EXTERIOR 7 \����ON`( l�rNN
75 8107-110 �// 14 ®135°INSIDE CORNER
02 2-TRACK SHOWN `�.•' LICENSE
E 135°OUTSIDE CORNER
01 2-TRACK SHOWN — No.58705
'�( X
fleY1JBy. OKe- RMbu: o�ayon .(Uw:
f0707ECHNOLOGYORNE[:P� HORIZONTAL SECTION DETAILS,CORNERS 1�•.,�(ORID P.•' \�
N.VENICE,FL 34275nr %/.)�C•••••"�`���\�
Rend BF gym: RabAxro: SERIES 670 ALUM.SGD-NON-IMPACT �, NAI-
(94Q-19o-1606 yam. aw. ar u,,.lyna Rer. r,,,
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SJR 02!10/14 awdae Hero. CERT.OFAUTH.#28296 SGD-670 NTS 19 122 POT0128 A P.E.#58705
Item PGT Item PGT NOTES:
# Dw .# PGT# Descrlptlon # Dw .# PGT# Description 1)ALL ALUMINUM=6063-T6
1 17306 617306 2-TRACK HEAD OUANEX/TRUSEAL DURASEAL SPACER(COMPOSfTE
2 17303 617303 2-TRACK HEAD WITH SCREEN RAIL 56 SEALANT/DESSICANT)o/CARDINAL XL EDGE SPACER 2)ITEMS#33-39,57-59.66.81,84-99,
3 17309 617309 3-TRACK HEAD 60 17325 817325 PANEL STILE 121&122 ARE NOT USED AND ARE
NOT PART OF THIS APPROVAL.
4 17312 617312 4-TRACK HEAD 61 17328 817328 PANEL STILE(HEAVY DUTY) -
S 17314 617314 FRAME SCREW COVER 62 17327 617327 NTERLOCK ADAPTOR 3)USE OF#12 OR#13 REQUIRES
8 1 17317 617317 FRAME HEAD/JAMB SCREEN ADD-ON 63 1225 STP248 VINYL BULB WSTP.-THIN(INSIDE INTERLOCK) MIN.#10 SMS OR 3/1W MASONRY
7 17304 617304 2-TRACK SILL 64 1729 71729 SILL END WEATHERSTRIP PAD ANCHORS @ 24"MAX.O.C.
8 17301 817301 2-TRACK SILL WITH SCREEN RAIL 85 17328 817328 INTERLOCK SCREW COVER
9 17307 617307 3-TRACK SILL B7 17329 617329 ASTRAGAL
10 17310 617310 4-TRACK SILL 68 17339 617339 HEAVY DUTY ASTRAGAL
11 17313 617313 FRAME SILL TRACK INSERT 89 17324 617324 TOP 8 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 NOTE 3) 71 1695 71695 1-112'X 1'X 314'HIGH FIN SEAL DUST PLUGS
14 17305 617305 2-TRACK JAMB 72 8153 78153X TANDEM ST.STL.ROLLER ASSY.
15 17302 617302 2-TRACK JAMB WITH SCREEN RAIL 73 8153 78153N TANDEM NYLON ROLLER ASSY.
16 17308 617308 3-TRACK JAMB 14 SILICONE DOW-899,DOW-985 OR GE-7700
17 17311 517311 4-TRACK JAMB 75 8185 78165X GEMINI MORTICE 3-PLY DUAL LOCK W/LONO TRIM PLATE
18 17322 817322 SILL RISER-FLAT,FLUSH,1-1/2' 76 71D32XiFPFX #1032 X 1'FL SS SCREW W/TYPE'F'TIP
19 17319 617319 SILL RISER-BOX FLUSH,1-112' 77 7103239 1032 STEEL ZINC U-NUT
20 17321 617321 SILL RISER-FLAT,LOW,2-112' 78 17$58 617358 3116 8 1/4'BEAD
21 17318 617318 SILL RISER-BOX LOW,2-1/2' 79 17357 617357 V IG BEAD
22 17355 617355 SILL RISER-FLAT,MEDIUM,3-114' 80 17359 617359 7116'BEAD/FIXED PANEL CLIP
23 17354 617354 BILL RISER-BOX MEDIUM,3.1/4' 82 1224 BTP247K VINYL BULB WEATHERSTRIP
24 17323 617323 SILL RISER-FLAT,HIGH,4' 83 01745 1745 LOWE INC,1/2'X 1116'SGL.SIDE ADH.TAPE,POLYETH.
25 17320 617320 SILL RISER-BOX HIGH,4- 100 8052 48052 ROLLER ADJ.HOLE PLUG
28 17333 617333 POCKET P-HOOK 101 72087 JAMB BUMPER
27 7070 67070 NEOPRENE BULB WSTP FOR P-HOOK 102 1696 71696 OUST PLUG
28 17334 617334 POCKET P-HOOK MOUNT 103 8186 T8188X 1`KEEPER
29 17335 617335 P-HOOK COVER 104 653 78DKEEP SCREEN LOCK KEEPER '
30 17348 617348 POCKETP-HOOK FOR BOX RISER 105 17344 817344 FIXED PANEL CLIP-6'LONG
31. 17376 817376 135 CORNER 108 17352 617352 FIXED PANEL RETAINER-9116'
32 17378 617378 135 FIXED MOUNT 107 1739 71739 HANDLE KIT-INTERIOR RAk WITH THUMB TURN,USED WITH#75
ITEMS 4053 ARE SCREEN PARTS: 108 1740 71740 HANDLE KIT-RAISED EXTERIOR HANDLE,USED WITH#75
40 4319 612258 SCREEN SIDE RAIL-LOCKSTILE 109 1731 78162SN HANDLE Krr-RECESSED INT.WITH THUMB TURN,USED WITH#75 PRODUC f REVISED
41 7LOCKWGSK SCREEN LOCKSET ..110 1732 78175 HANDLE KIT-RECESSED EXTERIOR PULL,USED WITH#75 .e eoep�wltY rqe FTorIL
42 41818 SCREEN KEEPER SPACER SET 111 71OX34PPSDAX#10 X 3/4'PH.PN.TEK-S.S. I�.2 Gide
43 8152 68152 SCREEN INTERLOCK ADAPTER 112 1235 67318 WSTP,.270 X.170:FIN SEAL Acceple / /O/
�y4Ar pte
44 4428 64428 SCREEN DOUBLE INTERLOCK 113 1712 64068 .187'X.230'FINSEAL
45 4317 612256 SCREEN TOP RAIL 114 71OX115PPX #10 X 1-112' A
Mme} � Crhd
40 4318 612257 SCREEN BOTTOM RAIL 11b 710XPPT #10 X 1'
47 668 78RAZ STANDARD ROLLER 116 720XIX #14-20X1'S.S.
46 66B 78RAX STANDARD ROLLER-ST.STL. 117 720XI12X #14-20X1-1/2'S.S.
49 4344 1 64344 SCREEN ASTRAGAL 118 17338 617336 90 DEGREE CORNER RECENER
50 17349 617349 OXO SCREEN ASTRAGAL ADAPTER 119 17337 617337 90 DEGREE OUTSIDE CORNER ASTRAGAL
.51 1692 61692 SCREEN SPLINE-.165` F 120 17338 1 6117338 190 DEGREE INSIDE CORNER ASTRAGAL
52 1694 811394 SCREEN SPLINE-.150' 123 17352 1 617352 FOED PANEL RETAINER,718'
1 53 6181SC20 SCREEN CLOTH `� �qNY LYNIyMi��i,
i
54 1725 1/2'X4'X 1/16'SET.BLOCK,NEOPRENE 85+1-5 ` •.•• 1ICE: ••;F,p
55 1726 1'X4'X 1/16'SET.BLOCK,NEOPRENE 85+1-5
No.58705 'r1
13 I S..
By. o.r; R.
o.,Mx- %C� ••. STAT 0' (//.'
10707EONNOLOGYORAE PARTS LIST '��`''•.'<ORIO�`.--'
N.VENICE,FL SIT76 r� � S��OfVFl1_ ��G`\
4a1�1ew SERIES 670 ALUM.SGD-NON-IMPACT
JJ 0/8/15 A ADDED CARDINAL XL EDGE r.r.wae etc e^�
A.LYNN�IUiR,P.E.
JR 02/10/14 orm CERT.OFAU/N.02BLOB ® SGD-670 NTS 20 -22 PGT0128 A PEA 58705
5.069" 1.36-
8.562" - 1.36"
o.Oso"
-�{ 1.872"
1.211" 1.605"
1 0.081" 0.062" 1.019"
-1. -�
0.081" 02-TRACK HEAD f0 4-TRACK SILL 0.081" SCREE
(6063-T6 AL) (6063-T6 AL) 40 STILE
6.198" (6063-T6 AL)
6.198" � 8.526" 5.069"
0.080"
5" -1 2-9(-+- 1,045"
1.993"
0.062-
0.081, O2-TRACK HEAD W/SCREEN TRACK O3-TRACK SILL
(6063-T6 AL) (6063-T6 AL) 8.2-TRACK JAMB 45 SCREEN
O(6063-T6 AL) O T
(60083-T663-T6
AL)
2•TRACK
7.105" 6.221JAMB W/ -
" 15 SCREEN TRACK
0.080" (6063-T6 AL) 1.36"
1.506, 1, - 0.875"
1.211"
+ 1.36" I�- 1.993"
0.062"
0.081" O 3-TRACK HEAD -! O8 2-TRACK SILL W/SCREEN TRACK
(6063-T6 AL) (6063-T6 AL) 0.081" SCREEN
46 BOTTOM PAIL,
(6063-T6 AL)
9.142" 0.081"
4.49"
0.080"
2 1„ 1.5105" 7.105"
i a canplJY wlih the Fladdh
9.141" hehingco&
0.081" O4 4-TRACK HEAD O7 2-TRACK SILL AaePa NuI.
(6063-T6 AL) (6063-T6 AL)
� t\ilsckl4lt �dselCa�l�a)
• I (�--- 0.060"
--� 1.514" 0.062' LII
1.260" 0.532" 0.760"
0.060" 1.516" 1-990" \`� IIIIIFIIfI
6 FRAME HEAD/JAMB SCREEN FRAME SILL SCREEN 13 FRAME SILL SCREEN :...,.
OADD-ON - 12 ADD-0N OENDADD-ON 10 3-TRACKJAMB >GEN�F .,lp
(6063-T6 AL) 6063-T6 AL (6063-T6 AL) (8063-T6 AL)
REQUIRES MIN'#10 SMS REQUIRES MIN.#10 SMS 7i No.58705 u
OR 3/16"MASONRY OR 3/16"MASONRY 1T 4-TRACK JAMB
SEE SHEET 17 FOR SILL RISERS. ANCHORS @ 24"MAX.O.C. ANCHORS @ 24"MAX.O.C. (6083-T6 AL) �D Ff IS ..
j'• STATE Or (V=
rb.�a By. wm: R�Nebu: o.,vlcex �tC` FCORIDF`.••'
ae R. f070TECHN0600YD17W EXTRUSIONS '% 0�1,' •
N.VENICE,FL 30276 i� ��`./ 'NAL-
e, R.wwo /341}480-1600 SERIES 670 ALUM.SGD-NON-IMPACT 'I;I i i i;
ew+we - w.+0ark. rtr. A.LYNN MILLER,P.E.
ATM" Di1r
-By CERT.OFAUTH.a2s ® SWIM NTS 21 d 22 PGT0128 A P.E.a58705
JR 02120/14
0.718" 083
r '4'
-1 2.304" 3.80Z'
(I sl 1 0.752"
3.802" >
F 1 0.885"
0.0620.264"
. 2' - 0.080. 0.574- 11 0.796" F 1.163" 7
O.2(4" 0.062" J IFRI �l 04 L L i
0.233 _ 062.
FRAME 0.075F'
8SILL. P-HOOK (B�P HOOK MOUNTING &P-1
0 0 M P-HOOK FOR BOX RISER
SCREW COVER TRACK ADAPTOR COVER 0�080" J 0
(6063-T6 AL) (6063-T6 AL) (6063-T6 AL) (6063-T6 AL) (6063-T6 AL) (6083-T6 AL)
.155" 4' N,
0.08T 2.30" 1.1488" 7 i F- -� 1.739"
E()- '�LL
0.830" 0.062" 1
1.8_ 1.6j0 0 0.133" 0462" 1303"
1,600
.OBD" - 1.870"
.016" 1.974" --F -- 0.325"
INTERLOCK
3.125' 3.125' 0.062" -J
135°CORNER 135°FIXED MOUNT STANDARD STILE HEAVY DUTY STILE NT�RLOCK INTERLOCK
(6063-T6 AL) (6063-T6 AL) (8063-T6 AL) S(6063-T6 AL) &ADAPTER ss
(6063-T6
(6063-T6 AL) (6063-T6 AL)
3.979' 3.979"
4.125"
0.075'
1050" 1.05011, 1050"
tL 0.075" 1
1.645' 1.645" 0.062" t304"
.289"
fL.Y 611"
045" .849*
0.125'" 0,281' 3.25" f.045---
67 §TANLDARD ASTRAGAL HEAVY DUTY ASTRAGAL TOP/BOTTOM RAIL GLAZING 80 7116"GLAZING 78 3116'&1/4"
(6(6
3
.T6
AL) (606346 AL) (6063-T6 AL) BEADIL21 S BEAD,FIXED
a GLAZING
(6063-TO AL) PANEL CLIP BOO-
(6063=T6 AL) (6063-T6 AL) rRoDucriarVISEO
1.003"
omm
4" &621"
0.757" o.oeo), H. 4- cmt
I 0113W
07!
o
)FIXED Lug
l., PANEL CLIP 0.709" 2.893' -IF
0.133'" 0.133"
(6063-T6 AL) 1.498" -J 1.498"
0.0 80,
.550" -�0.863
FIXED PANEL L
0,709" @RETAINER,7/8' 5.621"2.826" 90*INSIDE CORNER ASTRAGAL
'(0 LYNN
Q
0.080 ----1 (6063-T6 AQ S 90*OUTSIDE CORNER ASTRAGAL (6003-T6 AL) C,E N's,
(6-Off-T6-AL)
8,F'XED PANEI,,, 90'INSIDEIOUTSIDE
T 9
E Al_NER so -_ :
CORNER RECEIVER
(6063-T6 AL) (6063-T6 AL)
STATE01- 4,
N. TECHCGYDRPIE EXTRUSIONS
VENICE a 2,75
SERIES 670 ALUM.SGD-NON-IMPACT
LYN P.E.
JR IZ21/14 CERr.OFAUTH.,x,m 51 22 -22 T0128 A RE.#58706