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Product Approval
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Product Aoorov3 Menu>Product or Aonlication Search>Anolication List>Application Detail
FL# FL251-R28
Application Type
Code Version 2014
Application Status
*Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC
and/or the Commission if necessary.
Comments
Archived
Product Manufacturer GT Industries
Address/Phone/Email 1070 Techno ogy Drive
North Venice,FL 34275
(941)486-0100 Ext22318
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 Ext21140
jrosowski@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 08/17/2016
Date Validated 08/26/2016
Date Pending FBC Approval
Date Approved 08/30/2016
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i
Florida Building Code Online Page 2 of 3
�r
Summary of Products
FL#_._.._.� Model,Number or Name Description
251.1 _ SGD-670(Non-Impact) Aluminum Sliding Glass Door
Limits of Use W Certification Agency Certificate
Approved for use in HVH s FL R28 C CAC 16-0629.03.ptlf
Approved for use outside HVH 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 FL.251. R28 II 16-0629.03.pdf
product performance information,anchorage details,and anchor type, Verified By:Miami-Dade BCCO-CER
size,and spacing information. Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
251.2 JSGD-670HP(Non-Impact) Aluminum Sliding Glass Door
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL251 R28 C CAC 16-0629.04.pdf
3 Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:No 03/24/2020 }
Design Pressure:N/A Installation Instructions i
Other:Please see Miami-Dade County Notice of Acceptance(NOA)for FL251 R28 II 16-0629.04.pdf I
product performance information,anchorage details,and anchor type, Verified By:Miami-Dade BCCO-CER
i size,and spacing information. Created by Independent Third Party:
Evaluation Reports I
ii Created by Independent Third Party: j
251.3 jSGD-680(Non-Impact) Aluminum Sliding Glass Door E
t Limits of Use Certification Agency Certificate
I Approved for use in HVHZ:Yes FL251 R28 C CAC 16-0629.05.pdf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:No 03/18/2019
I Design Pressure:N/A Installation Instructions
Other:Please see Miami-Dade County Notice of Acceptance(NOA)for FL251 R28 li 16-0629,05.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:
251.4 jSGD-776(Large Missile Impact) WinGuard Aluminum Sliding Glass Door
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL251 i128 C CAC 16-0629.06.pdf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 02/17/2020 j
Design Pressure:N/A Installation Instructions
Other:Please see Miami-Dade County Notice of Acceptance(NOA)for FL251 R28 II 16-0629.06.pdf
product performance information,anchorage details,and anchor type, Verified By:Miami-Dade BCCO-CER
size,and spacing information. Created by Independent Third Party: I
Evaluation Reports
Created by Independent Third Party:
251.5 SGD-770HP(Large Missile Impact) WinGuard Aluminum Sliding Glass Door
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL251 R28 C CAC- 16-0629.07.0
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 03/24/2020
Design Pressure:N/A Installation Instructions
I Other:Please see Miami-Dade County Notice of Acceptance(NOA)for FL251 R28 II 16-0629.07.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:
1251.E JiSGD-770HP(Small Missile Impact) WinGuard Aluminum Sliding Glass Door
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL251 R28 C.CAC 16-06'29.08.pdF 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 328 Ii 16-0629,08.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
lI Created by Independent Third Party:
i 251.7 �SGD-780(Impact) WinGuard Aluminum Sliding Glass Door
>.Limits of Use Certification Agency Certificate
i Approved for use in HVHZ:Yes FL251 1,28 C CAC 16-0629.10.pdf
} 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 R28 IT 16-0629.10.ndf
product performance information,anchorage details,and anchor type, Verified By:Miami-Dade BCCO-CER
I size,and spacing information. Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
251.8 d SGD-2500(Non-Impact) Aluminum Sliding Glass Door
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL251 R28 C CAC 15-0609.10 DR.pdf i
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 R28 II 15-0609.10 DR.odf
product performance information,anchorage details,and anchor type, Verified By:Miami-Dade BCCO-CER
size,and spacing information. Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
251.9 SGD-3030(Large Missile Impact) Architectural Systems Aluminum Sliding Glass Door i?
f Limits of Use Certification Agency Certificate i
Approved for use in HVHZ:Yes FL251 R28 C CAC 15-0612.06 LM.Ddf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 02/14/2018
http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsEt2PTand5bm... 1/10/2017
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 R2S II 15-0612.06 LM.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
i Created by Independent Third Party:
!2SIA0 SGD-3030(Small Missile Impact) Architectural Systems Aluminum Sliding Glass Door
1 Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL251 R28 C CAC 15-0612.07 SM,rdf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 02/14/2018
Design Pressure:N/A Installation Instructions
Other:Please see Miami-Dade County Notice of Acceptance(NOA)for FL251 R28 I1 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_ 1R:.0„CCc15- 71 ,Q?5 _ __ . 0p f
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(NCA)for FI.251.,._22F..I,,,, ,i1q._G4..g f
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:
!251.12 SGD-5570(Large Missile Impact) Vinyl Sliding Glass Door
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL251. R28 C CAC IS-1210.01.rdf
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 FI-251 R28 II 15-1210.0l.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:
_.._.._..._....._.._..._......_................._.......__.._..____._.......__._..............._._......_._.___..._..........._......._........_._.._.._._...___......_...__...._...._._....._.._.__...._._.............................._....................
......._........................._._.__.....__._....................
Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824
The State of Florida is an AA/EEO employer.Cooyrioht 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:
Credit Cara
Safe
http://www.floridabuilding.org/pr/pr_app_dti.aspx?param=wGEVXQwtDgsEt2PTand5bm... 1/10/2017
CAMI•��� MIAMI-DADS 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 RER-Product Control Section to
be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Section
(In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this
product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted
manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or
suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this
acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to
meet the.requirements of the applicable building code.
This product is approved as described herein,and has been designed to comply with the Florida Building Code,
including the High Veloc' r e Zone.
DESCRIPTION: Sets"SGD-670" luminum Sliding Glass Doors w/90°& 1350 corners-NI
APPROVAL DOC rawing No.PGTO128 Rev B,titled"Series 670 Alum SGD-Non-Impact",sheets 1
through 22 of 22,prepared by manufacturer,dated 02-02-14 and last revised on 06/08/16,signed and sealed by Lynn
Miller,P.E.,bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number
and expiration date by the Miami-Dade County Product Control Section.
MISSILE IMPACT RAT :None: pproved 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.
TERYUNATION of this NOA will occur after the expiration date or if there has been a revision or change in the
materials,use,and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product,
for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section
of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the
expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done
in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and
shall be available for inspection at the job site at the request of the Building Official.
This NOA revises NOA#15-1013.14 and consists of this page 1 and evidence pages E-1 &E-2,as well as approval
document mentioned above.
The submitted documentation was reviewed by Ishaq I.Chanda,P.E.
.03
MIAMI•DADECOUNTY Expiration Date: April 07,2020
, 6
Page 1
V 4
PGT Industries,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections (submitted under files See below)
1 Drawing No,PGTO128 Rev B,titled"Series 670 Alum SGD-Non-Impact",sheets 1 thru 22 of 22,
prepared by manufacturer,dated 02-02-14 and last revised on 06/08/16, signed and sealed by Lynn
Miller,P.E.
B. TESTS
1. Test report on 1)Uniform Static Air Pressure Test,per FBC,TAS 202-94
2)Large Missile Impact Test per FBC,TAS 201-94
3) Cyclic Wind Pressure Loading per FBC, TAS 203-94
Along with marked-up drawings and installation diagram of Aluminum Sliding Glass Doors(w/
TPS, Super, Cardinal&Duraseal Spacers),prepared by Fenestration Testing Laboratory, Inc.,Test
Reports'No(s)FTL-8717,FT1,4970 and FTL-8968, dated 02/15/16, 06/07/16 and 06/20/16, all
signed&sealed by Idalmis Ortega, P.E.
2. Test report on 1)Air Infiltration Test,per FBC,TAS 202-94
2)Uniform Static Air Pressure Test,per FBC, TAS 202-94
3) Water Resistance Test,per FBC, TAS 202-94.
4)Forced Entry Test,per FBC 2411.3.2.1 (b) and TAS 202-94
Along with marked-up drawings and installation diagram of Aluminum Sliding Glass Doors,
prepared by Fenestration Testing Laboratory, Inc.,Test Reports No(s)FTL-5979,FTL-5980,FTL-
'5994,FTL-6002,FTL-6034&FTL-6035, dated 08/10/09, all signed&sealed by Julio Gonzales,
P.E. (All above test reports submitted under files# 14-0123.11,#11-1018.17/#09-0826.13)
2. Reference Test reports on 1)Air Infiltration Test, per FBC,TAS 202-94
2)Uniform Static Air Pressure Test,per FBC, TAS 202-94
3)Water Resistance Test,per FBC,TAS 202-94.
4)Large Missile Impact Test per FBC,TAS 201-94
5) Cyclic Wind Pressure Loading per FBC,TAS 203-94
6)Forced Entry Test,per FBC 2411.3.2.1 (b)and TAS 202-94
Along w/marked-up drawings and installation diagram of.Aluminum Sliding Glass Doors,prepared
by Fenestration Testing Laboratory,Inc.,Test Reports NoFTL-7554,dated 11/01/13, signed&
sealed by Marlin D: Brinson,P.E(This file has addendum letter dated 08/14/14&marked-up
drawings dated 08/19/14 &revised interior astragal marked-up Dwgs dated 11-11-13,all issued by
Fenestration Testing
3. Additional REF supporting test#FTL 5254,FTL 5980,FTL 5987 and AT172138.01-401-18.
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-13 00-02,-04 & -09.
Ishaq I.Chanda,P.E.
Product Control Examiner
NOA No.16-0629.03
Expiration Date: April 07,2020
Approval Date: July 21,2016
E-1
PGT Industries,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
D. QALITY ASSURANCE
1. Miami Dade Department of Regulatory and Economic Resources (RER).
E. MATERIAL CERTIFICATIONS
1 None.
F. STATEMENTS (submitted under file 914-0123.11)
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#15-1013.14,expiring April 07,2020.
2. Test proposal# 16-0125 dated 03/09/16 approved by RER.
3. AAMA's Technical Paper for SGD &Bi-fold doors referenced to FBC 2014 (5th edition).
4. Test proposal dated 6/4/13 & 08/12/13 approved by Jaime Gascon,P.E.
5. Test proposals No(s) 09-0177, 0177-A,B& C approved by BCCO.
Is aq I.Chanda,P.E.
Product Control Examiner
NOA No.16-0629.03
Expiration Date: April 07,2020
Approval Date: July 21,2016
E-2
SERIES 670, NON-IMPACT RESISTANT SLIDING GLASS DOOR TABLEA:
INCLUDING POCKETS & 900/1350 CORNERS Group Anchor Substrate Frame Min.Edge Min
Member Distance- Embedment
Concrete(min.2.85 Kell ead/SilVJamb 1' 13/8"
GENERAL NOTES 1 114"Elea Ultracon Ungrouted CMU,(ASTM C-90) Jamb only 2-112- 1-1/4°
1)GLAZING TYPE OPTIONS:SEE TABLE B,THIS SHEET&GLAZING DETAILS ON SHEETS 4&5. ut Jamb only 2-1/2" 1314"
2)DESIGN PRESSURES: concrete(min.3.35 ksi) HeedlSil am
A.NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E1300. 2 HEIco.4ed CMU,(ASTM C-90) Jamb only 2.112" 1-1/4"
B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E1300. p,T Southem Pine SG=o.55) Head SllllJamh1'3)ANCHORAGE:THE 33-1/3%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS Concre a min. s 1PRODUCT. MATERIALS,INCLUDING BUT NOT LIMITED TO STEEL SCREWS,THAT COME INTO CONTACT Ungmuted CMU(ASTM C90 Jamb onl ° 1-1/4•
WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE CURRENT FLORIDA P.T.Southem Pine(SG=0.55) Head/SilllJamb 9116" 13/6"
BUILDING CODE.FOR ANCHORAGE DETAILS SEE SHEETS 6-14. Aluminum,6063 T5• Head/Si1VJamb 3/8" 0.063"
4)SHUTTERS ARE REQUIRED PER FBC REQUIREMENTS,AS APPLICABLE. Steel,653 Head/SIIVJamb 3/8' 0 050'
3 (mfn.11 Threads/in) Steel Stud,Ati53 Gr.33' Head/Sill/Jamb 3/8" 0.0451'
5)INSTALLATION SCREWS,FRAME SPLICES,FRAME AND PANEL CORNERS TO BE SEALED WITH
NARROW JOINT SEALANT. Concrete(min.AST C- Head/Sill/Jamb 1-1/2' 1-1/4"
6)REFERENCES:ELCO ULTRACON,CRETEFLEX AND AGGREGATOR NOA'S,ANSI/AF&PA NDS FOR 1/4 Elco 183 S.S. d CMU(A CMU,(ASTM G90y Jamb only 2" 1-1/4°
WOOD CONSTRUCTION AND ADM,ALUMINUM DESIGN MANUAL. A99reSator Grouted CMt1(ASTM C 9q min.2 ksi grout) Jamb only 2' 2'
7)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE P.T.Southem Pine SG=0.55) Head/SIII/Jamb 1' 13/6"
CURRENT FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ). P.7.Southem Ptne(SG=o.55) Head/Slll/Jamb salsa 1368•
8)DOOR SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS PER CURRENT 4 #12,Steel SMS G5, Aluminum,6063 T5 Head/SIII/Jamb 318' 0.050"
FLORIDA BUILDING CODE,AS APPLICABLE. (min.11 threads/in) Steel,AZIS653 Head/SiIVJamb 318" 0.050"
Steel Stud,A653 Gr.33• HeadlSllVJamb 3/8° 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 1-1/2"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.............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 PR0DUCr RFW6eO
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 �w.hi 1®rFk"
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 A—qtp�_�o_a
TO THE SUBSTRATE,AND TRANSFER SHEAR LOAD TO SUBSTRATE.IF SUBSTRATE IS WOOD,30#FELT PAPER OR MASTIC IS PANEL/SILL TYPES.........17 Fapkllie.n—AmAz zo2Q
REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE,OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. CROSS SECTIONS............18,19 L-s
PARTS LIST.......................20 bl�m,r Ik-*p "
EXTRUSIONS....................21.22
TABLE B,SEE DETAILS ON SHEETS 4&5:
STANDARDS USED:
Glass Description(Listed from Exterior to Interior) •2014 FLORIDA BUILDING CODE(FBC),5TH EDITION
Type •ASTM E1300-09
G7 3116"TEMPERED GLASS •ANSI/AF&PA NDS-2012 FOR WOOD CONSTRUCTION
-ALUMINUM DESIGN MANUAL,ADM-2010
G1A 1/4'TEMPERED GLASS •AISIS10M7/S2-2010
G2 1'I.G.:3116"TEMPERED GLASS+518"AIRSPACE+3/16'TEMPERED GLASS ?'
G2A 1"I.G.:1l4"TEMPERED GLASS+1/2"AIRSPACE+1/4'TEMPERED GLASS �"r• 1..CC-;�r.cF•.�";
DESIGN PRESSURE RATING IMPACT RATING
SEE TABLES 1,2 8 3 ON NOT RATED FOR MISSILE - OS
SHEETS 6.7
8 8 IMPACT RESISTANCE _ ri -
R...aer. aw: nnnrw•r orupwc ~'t• '•.�� �' 41
JR 05105/16 B ADDED SPACERS TO SHEET 5. yo7o rEcrrxocoovvwvE GENERAL NOTES AND MAP
om rmau.,.
a� (941)480.1600N. C SERIES 670 ALUM.SGD-NON-IMPACT
s.rame ade: ar r as.�oxn — A.LYNN MILLER,P.E.
ao..*er• om p,oa�a aee N SCD•670 NTS 1 •22 PGT0128 B P.E.#58705
JR OZW14 CER7:0FAVn4.0M6
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 WIDTH pXXXXp,pXXXX OR XXXXp.OXXX IN POCKET CONFIGURATION
CAN BE OXXXp.
PER TABLES 1-3 _l 13 PER TABLES 1-3 1 13
2)90"&135"CORNER CONFIGURATIONS CAN BE A COMBINATION
12 19
OF ANY 2 STRAIGHT CONFIGURATIONS.
c Jw Jc I p
MAX.UNIT t3 / 1a j z i o MAX.UNIT 3 a y 3)FOR NOM.PANEL WIDTH,SEE TABLES 1-3.
HEIGHT / 1a 1 °¢ HEIGHT
PER TABLES 1-3 / i 12 w PER TABLES 1-3 / / I z "X"=OPERABLE PANEL,
ET I o w "p"=POCKET"O"=INOPERABLE PANEL,
POCKET „ pocKE7 I �, DETAIL LETTER
WOOD OR METAL INSTALLATION
1-PANEL 1 3 2-PANEL ® "C"=CONCRETE INSTALLATION
CONFIGURATIONS CONFIGURATIONS , ,3 —SHEET NUMBER
MAX.UNIT WIDTH
MAX.UNIT WIDTH DLO WIDTH=NOM.PANEL WIDTH-7"
DLO HEIGHT=DOOR UNIT HEIGHT-10.125"
NOM.PANEL WIDTH A 13 tw 13 NOM.PANEL W H 12 13 t 3 12 13 PANEL HEIGHT=DOOR UNIT HEIGHT-1.866"
PER TABLES 1-3 PER TAB S 1-3
I Gc Jw Jc
c 19 Jw Jo I 12 19 19 1 14 .�
1 13 19 19 14 14 jw0� c 19 19 19 IwoCu
MAX.U IT 13 14 1 l o b o
MAX.UNIT 1w 3 1 1a i a° HEIG T I a Vi /RoDUcrREwsEu
HEIGHT 9 19 I ¢ 1 13 19 19 I Q �e w��pt}iaa wily qr klaelda.
PER TABLES 1-3 / / / I z I
f I w o= PER I Y~� twdie=6.ds
i g `TABLES -3 Epkvdft
POCKET j N / POCKET
—��r-- —sir-- � 8D1F f
3-PANEL CONFIGURATIONS 4-PANEL CONFIGURATIONS w Ec Ly
1 13 12 13 12 13
1 12 13
MAX.UNIT WIDTH MAX.UNIT WIDTH
NOM.PANEL WIDTH wAc NOM.PANEL WIDTH 1 is
PER TABLES 1-3 12 3 t 1 13 PER TABLES 1-3 w ec
1 _l•d--__� , ,3
Jw Jc I 1 1
1 13 1 19 19 14 14 I
AX
MAX.UNIT 1 13 s 19 to 1 t I=a° M EIGHTY i 19 SEE
/ NOTE
HEIGHT 1 13 79 s is 1s I Q w PER /a
N / z,THIS
PER TABLES 1-3 / / TABLES 1-3 / / SHEET.
� / w
I Q. I /J :1V L1'4:y i
POCKET I � + EXTE DR 1 13 ��'Z'�,• t�//( �i
5-PANEL CONFIGURATIONS t r
c '" ° CORNER,TYP. w Fc No.59705 ••,{
1 3 1 1 12 73
(OUTSIDE CORNER SHOWN,
INSIDE CORNER SIMILAR)
a".�eer ax.• Re.mau.. o�mc �'., E:.;:1'c Or
o� 1070TECHNOLOGVORIVE EXAMPLE CONFIGURATIONS :cG�l
N.VENICE.FL 34275
(9e1}480.1600 SERIES 670 ALUM.SGD-NON-IMPACT
om neY• mm: cnodma aro; ® sersnua,t sdr B A.LYNk ILLER,P.E.
JR 02,20/14 CERT.OFAUTH.#29296 SGDA7o NTS 2 a 22 PGT012858705
i
EXAMPLE CONFIGURATIONS CONFIGURATIONS NOTES:
MAX.TESTED UNIT WIDTH= 1)ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS
355-7116"@ 96"HEIGHT POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB-
300-1/4"@ 120"HEIGHT LOCATIONS USING DETAIL"Jw","Jc","Kw"OR"Kc"INSTALLATION.
NOM.PANEL WIDTH w Ac w c Cc EXAMPLE:4-PANEL XXXX IN POCKET(p)CONFIGURATION CAN BE
PER TABLES 1-3 1 13 1 13 1 1 �\ pXXXXp,pXXXX OR XXXXp.OXXX IN POCKET CONFIGURATION
J --i CAN BE OXXXp.
Jw Jc I
1w 13 t
1919 t9 19 14 i 2)90"&135°CORNER CONFIGURATIONS CAN BE A COMBINATION
MAX.UNIT 1s19 to 1a aOF ANY 2 STRAIGHT CONFIGURATIONS.
HEIGHT, t 1s 19 19 19 f j W w= 3)FOR NOM.PANEL WIDTH,SEE TABLES 1-3.
96"OR 120"
Iua
a a` "X"=OPERABLE PANEL,
f/ P°cKET "O"=INOPERABLE PANEL,
POCKET
6-PANEL CONFIGURATIONS Ec w Fo
t a 12 r—DETAIL LETTER
MAX.UNIT WIDTH / w'=WOOD OR METAL INSTALLATION
® "c"=CONCRETE INSTALLATION
NOM.PANEL WIDTH A w cc SHEET NUMBER
12 13 1 13 1 13
PER TABLES 1-3
G Jw Jc DLO WIDTH=NOM.PANEL WIDTH-T'
13 is s 9 1 t19
14 14 e DLO HEIGHT=DOOR UNIT HEIGHT-10.125"
c Kc iwaw PANEL HEIGHT=DOOR UNIT HEIGHT1.866"
19 19 19 14 14 MAX.UNIT �HEIGHT 1 13 19 1 1s1 / i}w w pRoour r RevlsEo
PER TABLES 1-3 4a a C"ptying with l6e tl-"a
J� — I i¢W lording
Gk
Aenel Jo c 4 i3
POCKET I y Eepirae+-Oele
7-PANEL CONFIGURATIONS l w Fc wet Caeet^d
12 13 1 3 1 1
MAX.UNIT WIDTH
NOM.PANEL WIDTH c c
1 13 1 13 12 13
PER TABLES 1-3
G Jw Jc
m
19 t
1 9 19 19 19 19 19 19 1 1MAX.UNIT KHEIGHT is is is 19 i w w w
PER TABLES 1-3
OCKET
P I y �•�:�T,. �'G( �
8-PANEL CONFIGURATIONS w c F " "` ntv.5 =tii _
i 13 1 1 12 t3
reso er oero: aw�an o� , SiA ur � .
. _ 1070 TECHNOLOOYDRIVE[f�TEXAMPLE CONFIGURATIONS •-;:,<1,. .Ff:OP,l04. ',L_l:',
A—d By. N.VENICE FL 94275
SERIES 670 ALUM.SGD-NON-IMPACT
(341}4801600 sab,+nar; s sr,wexa n". A,LYNNMILLER,P.E.
CI;RT.OFAUTH.4ro2ss scD s7o NTS 1 22 PGT012B B P.E.#58705
JR 92/20l14
GLAZING DETAILS (G1 &G1A)
3/16"T GLASS
74
EXTERIOR 82
a
3/4"NOM.
GLASS
BITE
78
EXTERIOR
54
3/16"TEMPERED GLASS,TYPE G1
r,Aoouc 1 msm
rurelriegwi�fe the FhrtM•
wd:ay C'.�ds
Aee[y1Mtt Nu 3
EaFkvd-o.t.--
L` d��v
pdr «Cad
1/4"T GLASS
74
EXTERIOR 82
a
3/4"NOM.
GLASS
BITE
78
54
tlfi
1/4"TEMPERED GLASS,TYPE G1A
i?n.58705
GLAZING NOTES: _ /i-
"T"=TEMPERED
rsmeer oem: rmww.x o•aW i;'7•'• ^,;;`l O /Q:!. "-_
1070TECHNOLOOYDRNE GLAZING DETAILS fi;,�^.Z,��;� ...•.;�'.
N.VENICF-FL 34275 ra"
�BY. /�„ ,� SERIES 670 ALUM.SGD-NON-IMPACT"80-
s.�nxoa� A.LYNNMILL ' P.E.
cRr.oFAFTH.rzss B
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2
GLAZING DETAILS(G2&G2A)
SILICONE HOT-MELT BUTYL
STRUCTURAL n
1"NOM. SILICONE
STRUCTURAL .—tl4'NOM. FOAM i—W16"NOM.
POLYISOBUTYLEN- WITH
3116'T GLASS WITH DESICCANT DESICCANT
518"AIR SPACE EXT,GLASS EXT.GLASS
T
3/16'T GLASS
UGLASS
EXTERIOR
INT.GLASS IIVT.GLASS
KODISPACE SUPER
124-12 +24 izs TM 4SG TPSSPACER NXT
ALUMINUM
REINFORCEMENT POLYISO- DESICCANT FILL AREA
1"I.G.GLASS,TYPE G2 BUTYLENE 1
5/16"NOM SEAL —5fl6°NOM. 1
BUTYL& /—SILICONE SEAL
DESICCANT ROLL-FORMED PRODUC r REVWD
FOAM STAINLESS STEEL �mopR{i1&+�frA ette F7mMs =
EXT.GLASS A �/6-pGzy.o3 1
1"NOM. EXT.GLASS.
2
1st,. .C-�•...�- i
1/4"TGLASSDn
INT.GLASS INT.GLASS d
1/2"AIR SPACE
i/4"T GLASS ,Zs DURASEALO 127 XL EDGET"'
EXTERIOR
74 SPACER SPACER
a83 F
1
124-127 krGLASS
Part Description Material
124 Kommerling 4SG TPS Spacer System
See this
125 Quanex Super Spacer nXr with Hat Melt Butyl
Sheet for
126 Quanex Duraseal Materials
79
127 Cardinal XL Edge Spacer
REFERENCE TEST REPORTS:FTL-8717,8968&8970 \`��� i
Z �G
1'a I.G.GLASS,TYPE G2A z.
GLAZING NOTES:
"T°=TEMPERED
JR 005/16 8 ADDED SPACERS. °�"" q'•, 5 nTgot° , 3
�07c+nvoc awvs GLAZING DETAILS
°i° /9rry4eo rsa0 SERIES 670 ALUM.SGD—NON-IMPACT ;F+SSION0,,""
_ %�+� euix mw.e �n�° LVNNMIL'I.�ER.P.F I
RJR 0120/14 a CEW..CFAUrH.92VM ® SG4670 1VT5 5 d 22 PGTOi28 B P.E.0 58705 fl
a j
TABLE 1: TABLE 1A:
Design Pressure(DP)and Anchor Quantities Required,(for all approved configurations on Sheets 2&3) Sill Height to Max.(+)DP
For comer astragal anchorage on 90'or 135'caner units,see shoat 11 (Water Infiltration Rating) I
Table applies to all Glass types and Door Unit Height Sill Riser Height OH LENGTH
80' 84" 90' 96' (+)Design
the StlefAstragal types shown below. 69-7/9'DLO 73-718"DLO 79-718"DLO 85-718'DLO (Flat or Box,see Pressure, sf _
Positive(+)DP may be limited by Anchor Group Anchor Group Anchor Group Anc GmuGroup Sheet l7) P (�
Table IA. OH LENGTH �I
1 2 3 4 t 2 3 4 t 2 3 4 1 2 3 a Flush-1-1/2" see note 3 OH RATIO=OH HEIGHT = 0 OH RATIO z 1
Das#n Pressure +90.0/-127.1 +90.01-120 .90.01410.8 +90.01-1029 °
24" 17" Head/Sill G1+1 G+1 C4+1 C4+1 C4+1 G4+1 C4+1 C4+1 C4+1 Gt+1 C4+1 CA+1 C4+1 C4+1 C4+1 C4+1 Medivm-3-1/4° +60.0 0 O
DLO Jamb 8 8 8 B 8 8 B 8 8 8 8 8 8 8 8 8
P41ook 6+7 6+7 6+7 6+7 7+8 7+8 7+8 7+9 7+8 7+8 1+8 7+0 7+8 7+B 7+0 7+a
Design Pressure +90.0/406.3 +90.0/-100.2 +90.0/-9Z2 +85.3/A5.3 SEE NOTES 1-3 SEE NOTE 3
W 23" Head/Sill C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 G4+1 C4+1 C4+1 G4+1 C4+1 CA+1 C4+1 G,+1
DLO Jamb 8 8 8 8 0 8 8 B 8 8 8 8 8 a a 8
P-hook 6+1 .0+7 6+7 6+7 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+B NOTES:
flesgnPressure +90.01-92.9 +87.31.87.3 +80.0/-80 +73.8/-73.8
36" 29" Head/Sill C1+1 CA+1 C4+2 C4+2 C4+1 G4+1 C4+1 G1+1 C4+1 C4+1 Gt+1 Cq+1 C4+1 C4+1 C4+1 C4+i 1)POSITIVE PRESSURES IN TABLE 1 ARE BASED ON THE USE OF THE 4"SILL.
DLO Jamb a 8 8 8 B a 8 B 8 B a B B 8 8 8
P-hook 6+7 6+7 6+7 6+7 7+8 7+e 7+8 1+8 7+8 7+e 7+8 7+8 7+8 1+B 7+e 7+B 2)WHEN USING THE 2-1/2"SILL,POSITIVE WATER DP IS 46.67 PSF MAX,WHEN USING
Deslan Prassure +83.71-83.7 +78.41-78.4 +71.6/-71.6 +65.8/-65.8 THE 3-114"SILL,POSITIVE WATER DP IS 60.0 PSF MAX.WHEN USING THE 4"SILL,
01 35" HeedfSill Gt+2 CA-2 C4+2 C4+2 C4*2 C4*2 C4+2 C4+2 C4+1 CA+1 C4+2 G1+2 C4+1 CA+t C4+2 ca+2 POSITIVE WATER DP IS 90.0 PSF MAX(NEGATIVE PRESSURES UNCHANGED).SEE TABLE
a 42 DLO Jamb 8 8 8 a B 8 8 0 8 8 8 8 6 8 9 6
P-hook 6+7 6+7 8+7 6+7 7+8 7+0 1+8 7+8 7+9 7+t1 7+8 7+8 1A. ,
�E De'nPressure +n.1/-77.1 +720/-72 +65.5/-65.5 +6D.0/50
t" Head/Sill G1+2 c4+2 c4+2 c1+2 Ca+2 (A+z Da+2 C4+2 c4+2 Gt+2 04+2 +2 04+2 C4+2 C4+2 G4+2 3)4",3-1/4"AND 2-1/2'SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS
4e" LO Jamb a a B a a B s a a 8 8 8 s I a B THE 1-1/2"SILL IS NOT AND MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT
P-hook 6+7 1 6+7 1 6+7 1 6+7 7+8 7+8 7+8 7+9 7+8 7+8 1 7+8 1 7 1+8 7+e 1 1+s REQUIRED.MAX.POSITIVE DESIGN PRESSURES SHOWN IN TABLE 1 MAY BE USED WHEN
Design Ptassum +723/-7Z5 +67.4/57.4 +61.01-61 .7 THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE CURRENT FLORIDA
41" NeadlSill CA+z G1+z ca+z G1+2 c4+z rA+2 ca+z ca+z ca+2 G+2 ca*z Gt*2 C4+2 2L c4+2 cA+2 BUILDING CODE(SEE ADJACENT DIAGRAM);THIS CONDITION IS NOT RATED FOR WATER
DLO Jamb B 8 8 8 a. Is e 8 8 e a 8 a 8 8 8 INFILTRATION.
P-hook 6+7 8+7 8*7 9*7 7+8 7*8 7*8 T+0 7+0. 7+8 7+8 7+8 7+8 1 7+0 7+8 7+8
ems'n Pressure +64.01-64 +57.6157.6 -50.6150.E
�„ 53" HeaNSill CA*2 C4+2 C4+3 C4+3 G4+2 C4+2 C4+3 C4*3 C4+2 C4+2 C4+2 C4+2 C4+2 G1+2 C4+2 C4+2 4)SEE SHEETS 10-14 FOR ANCHORAGE SPACING,EDGE DISTANCE AND EMBEDMENT
OLO Jamb a a 0 a 0 8 8 8 a 8 s aI a I 8 I a 8 INFORMATION.
P-hook 1 6+7 1 6«7 1 6+7 1 5+7 7+B 7+a 7+8 7+81 7+8 1 7+8 1 7+5 I 7+8 1 7+13 1 7+8 I 7+t1 I 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" -R P1 r REVISED
cho
as corptring eNY the FtorLL
binding coda
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. A<eeptaoce
EipBalien Hatt
Interlock P-hook Lockstile @Jamb Straight Astragal Lockstile @ 90'Astragal Lockstile @ 135'Astragal Lockstile @
Assembly Straight Astragal Assembly 90'Astragal Assembly 135"Astragal l
(>Z,qr rWaetConhd
Standard Stiles Standard Stile Standard Stile Standard Stile Standard Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile
Standard Astragal Outside inside
Outside Corner
Corner
Inside
inside comer I I Corner Outside
Corner
Part#61(Stile) Part#61(Stile) '••'��' " •• •`�•�'
Part 960(Stile) Part#119(Out.) _ .•'•,,fir i-.';g '•.`;r
Part#60(x2) Part#60 Part#60 part#67(Astragal) Part#60 Part#118(Corner Part#120(In.) Parts#31  Part#61
Receiver) (Corn.&Fxd Mount) alo �g705 '
16
GP
ReIdBY
1070 TECHNOLOOYORNE DP AND ANCHORAGE ;'"r•_ .,F1 eP1D?-•' -
N.VEMQA FL 34275 rar ,.'.l 7,^•..... `%'�:: .
na.: nv �f}4B41600 SERIES 670 ALUM.SGD-NON-IMPACT a-
s.`w�: s>� r n..earbMILLEk,P.E.
°eJR °02 `"eoi° � C.ERr.OFAUTH.429M R ® soas70 NTS 6 -22 PGT0128 13 P.E.asa7as
JR O2/20/14
TABLE 2: TABLE 2A:
Design Pressure(DP)and Anchor Quantities Required,(for all approved oontigurations on 8hoets 2 8 3) Sill Height to Max.(+)DP
For comer aslra9al anctrom8e an 90•or 135°corn-ft.,see shee111 (Water Infiltration Rating)
Door 11Mt Ho
Table applies to all Glass types and N
the 6aWAstra9at types shaven80, �• �• 96' 1ir toe' 714' +20• Sill Riser Height (+)Design
below.Pasdive(+)DP may be 89-718'DLO 3-7/8`DLO 9-la'DLO a5-7f DLO 91-7/e'DLO 97-!0'DLO 103-7/8'DLO 109-7/e'OLo (Flat M Box,sefl
limitedMTable 2A. AnchorGmup Anchor Gmup Anchor Group Amnor-up -Anchor Group Anchor Group Anc or Group Anchor Omup Sheet 17) Pressure,psf
1 2 3 4 f 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4
Dasl nPres5ur9 +90.07-740.0 +90.0l-133.0 +90.0/-122.0 +90.0/-11A0 +90.Df-706.0 +90.0/-99.0 +88.0/-8.0 note3.90.01-93.0
24' 17' Heaa/SIU cart C4+1 C4+1 C4+1 C4r1 C4H G4H C4H C4+1 C9+1 C4«t cart C4r1 C9N C4+1 C9+i cart C4+1 C9r1 C4r1 C4+1 C4+1 C4+1 C4+1 C4+7 C4+1 C4+1 C4r1 C4+1 C4+1 C4+1 04+1 Low-2-1/Y +46.67
DLO Jamb 8 8 0 8 8 a B 8 88
8 B 8 e 8 9 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10
P-hook B+7 7+8 T+8 7+8 7+B 7+B 7+8 7.8 7+8 F•B 7r8 7+8 7+B 7+8 7r8 7+0 8+B e+B a+9 B+9 0+9 ea9 8+9 9+9 9H0 9N0 9+10 9.10 9+10 9+10 9+10 9+10 Medium-3-1/4•
_ Design Pm 0.0/-1229 ssm .90.01-141.8 +90.0/433.6 +9 +90.01-113.8 +90.01-705.9 +90.01.99./ +90.0/-93.1 <87.8/E7.8 Hlgh-4" +90.0
�, 2r fieaarsm cs+1 cs.1 es+2 esn cs•t C5+1 Ce+2 C5+2 e5+1 Cs+1 es+1 es.1 cs+t cs+1 Cs+t cs+1 es+1 es+1 cs+1 es+t c5+1 cs+1 cs+t es+t cs.1 c5+t es+1 cs+1 csat cs.1 cs+1 es+t SEE NOTES 1-3
DLO Jamb 8 a m e s e m a e a fo 8 a e to a fo to m 10 to fo 10 10 m fo 10 m 10 fo m 1a
P-hcok 7.8 9<9 9+9 8+9 T+8 8+9 8<9 8.9 7<0 8+9 8+0 8r9 7+8 8<9 B+9 8+9 8+9 6+9 8<0 8+9 8+9 8+9 8+9 8+4 9+10 9<10 9*10 4r10 9<t0 9+10 9+10 9+10
cesf9n Pressure +90.0/-123.9 I 9/-116.4 +90.0/406.7 +90.0/48.5 +90.0/-91.4 +85.314513 -+80.0/-80.0 +753/-75,3
38` �• HeaalSi9 C5+2 C5+2 C5+2 C5+2 C5+2 CSf2 C5+2 C5+2 C5+2 C5.2 C5+2 CS+2 CS*1 C5+1 C5+2 C5+2 C5+1 CS*1 C5+2 C5+2 C5+1 C5+1 CS•1 C5+1 c5+1 C5+1 c5+1 c5+1 C5+1 C5+1 C5+1 C5+1
DLO Jamb 8 a 10 B 8 9 10 8 8 8 10 a B 8 10 8 10 10 10 10 10 10 10- 10 10. 10 10 10 10 10 10 10
P-hook 7+8 a+9 a+B B+9 7+8 8+9 8+9 8+9 7+a 8+9 8+9 8+9 7+8 B•9 B+9 B+9 9+ 8+9 B+9 8+9 8+9 1 8+9 1 8+9 I 8+9 9+10 9+10 9+10 1 9+1D 9+10 1 9+10 1 9+10 9+10
Des19n Pressure +90.0/411.6 +9D.01-104.5 +90.o/-954 +87.8/-87.8 +81.31.81.3 +757/•75.7 +79.8/-70.8 +96.5/-66.5
47 35' F1e6df5i8 C5+2 CSa2 CS+2 C5+2 C5r2 C5a2 C5a2 05+2 C5r2 C5+2 C5a2 CS+2 C5r2 C5+2 C5+2 CS+2 CS+Z CS+2 C5r2 C5+2 C5+2 C5r2 C5+2 C5+2 CS+1 CS+1 C5r2 CS+2 05+1 C5SL 11+2 C6+2
a DLO Jamb 8 8 SO B B a 10 8 a a 10 8 8 8 10 9 10 t0 t0 to 10 10 to 10 t0 10 W 10 tD tD 10 10
P-hock 7+8 8+9 8+9 8+9 7+B 8+9 6+9 8+9 7+8 8+9 8+9 1 8+9 1 7+6 8+9 1
+9 6+9 8+6 8+9 8+9 8+9 8+9 8+9 B+9 6+9 9.10 9+10 9+10 9+10 9+10 9+.0 8+10 8+10
Design Pressure +90.0/-f02.9 +90.0/-95.0 +87.31.87.3 +90.01.60.0 +73.61.73.0 +68.6/•68.6 +64.01�4.0 +60.0/-60.0
48' 41• Heed/510 CS+2 C5r2 CS+3 C5+3 C5+2 C0.0 CS+2 C5+2 C5+2 CS+2 C5a2 C5+2 C5+2 C5+2 G5+2 CS+2 CS+2 c5+2 C5+2 C5+2 CS+2 C5+2 CS+2 CS+2 CS+2 C5r2 CS+2 CS+2 C5+2 C5+2 C5+2 Cs+2 DLO WIDTH=
DLO Jamb e e 10 8 6 6 10 a 8 e 1D a e a 10 6 10 1D 10 to f0 t0 to 10 10 10 t0 10 fo 10 1D to
P4xwk 7+8 6+9 8+9 8+9 7.8 5+9 6+9 8+9 7.6 8r8 8+9 8+9 7+8 8+9 8+9 8.9 0+9 8+9 0<9 8+9 0+9 0+8 8+9 a+8 9s10 9N0 a+10 9+10 9+10 9+1n 9rto 9<to NOM.PANELWIDTH-7"
D..Ar Pressure +83.01183.0 +77.21-77.2 +69.81.69.8 +63.8143+8
�• 47' Hod/Sill G4+2 C4+2 C5+3 C5+3 C4+2 G4+2 CS+2 CS+2 C e+: C4+2 CS+2 C5r2 C4+2 C4+2 C54, C5+2 DLO HEIGHT=
oLo Jamb a e e e a a 8 8 e e a a e 8 a e DOOR UNIT HEIGHT-10.125'
P4wak 6+7 7+8 746 7+a 7+8 7+B 7+9 7+e 7+a 7.9 7+6 7+6 7+6 7+5 7+e T+e Not available In these sizes
Design
Pr5s t C4+3+C749+.23 1C.79.2 +66.01.66.0 rA+2+C640+,2 C5+ CS+2 PANEL HEIGHT
Head/ 8 5C3 C+3 C4+3 C5+3 C5+3 C4+2C4+2 C5+3 CS+3
o53o Jamb e a DOOR UNIT HEIGHT HT-1.866"
p-hack 6+7 7+8 7+8 7a8 7*ee 7+8 7+8 1 7+8 1 7+8 f7+8 7*8 7+8 7+8
0= EXAMPLE ON SHEET 9 vaobuc r RevfseD
ro co&Plylegwitb 0'.e FWA64
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. b+wting r'ada
Straight Astragal Lockstile @ 90'Astragal Lockstile @ 135"Astragal Lockstile @ Actttrlwrr No/L-OL2 •03
interlock P-hook Lockstile @ Jamb Assembly Straight Astragal Assembly 90"Astragal Assembly 135°Astragal E.pkafeow Omre
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 6 ( k `"^•
Standard Astra al inside >�> r serCaaOsA
g Outside C Outside Corner
Garner
OV
Inside
Corner Outside
Inside Corner Corner
Part#62(Stile) Part#61(Stile) Part#119(Out.) Part#61(Stile)
Part#61(x2) Part#61 Part#61 Part#67(Astragal) Part#61 Part#118(Corner Part#120(In.) Parts#31  Part P61
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",9-1/4"AND 2-1/2"SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1-1/2"SILL IS NOT AND MUST ONLY BE USED
WHERE WATER RESISTANCE IS NOT REQUIRED.MAX.POSITIVE DESIGN PRESSURES SHOWN IN TABLE 2 MAY BE USED WHEN THE DOOR IS 9 ` C�.. 4..
PROTECTED BY AN OVERHANG COMPLYING WITH THE CURRENT FBC(SEE ADJACENT DIAGRAM);THIS CONDITION IS NOT RATED FOR x of OH RATIO z 1 ,`�:
WATER INFILTRATION. YO n _ tic'. s705
4)SEE SHEETS 10-14 FOR ANCHORAGE SPACING,EDGE DISTANCE AND EMBEDMENT INFORMATION. OH LENGTH
S DOOR SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN REQUIRED. /
OH RATIO=
6)JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY,DIVIDE BY 2 FOR PAIRS TO BE INSTALLED. OH HEIGHT SEE NOTE 3 6,AD OF
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TABLE 3: TABLE 3A:
Design Pressure(DP)and Anchor Quantities Required,(for all approved configurations on Sheets 2&3) Sill Height to Max.(+)DP
For comer astragal anchorage on 90"or 135"comer units,see sheet 11 (Water.lnfihratlon Rating) II
Table applies to all Glass types and Door Unit Height Sill Riser Height OH LENGTH F�
the Stile/Astragal types shown 80° �" 90° (Flat or Box,see (+)Design below.Positive(+) ~
69-7/8"DLO 73-7/8"DLO 79-7/8"DLO 85-7/8'DLO Pressure,psf =
—
AnchorType Anchor Type_ Anchor Type Anchor Type 0
limited by Tabllee 3A.may be Flush-1-Sheet 17)1/2" see note 3
1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 = � OH RATIO 2 1
Low-2-1/2" +46.67
Design Pressure + - + - + - + - +60.0 O 0
24' jr Head/Sill C4+1 C4+1 24+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+y C4+1 C4+1 C4+1 C4+1 04+1 C4+1 C4+1 Medium-3-114"
DLO Jamb 8 8 8 a 8 8 8 8 8 8 8 8 8 8 8 8 High-4' +90.0
P-hook 6+7 7+6 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+8 7+8 SEE NOTES 1-3
Design Pressure +90.0/-159.5 +90.01-150.3 +90.01-138.2 +90.01-128
30, 23" Head/Sill C6+2 C5+2 C6+2 C6+2 C5+2 C5+2 C6+2 C6+2 C5+1 C5+1 C6+2 C6+2 CS+1 C5+1 C6+2 C6+2 OH LENGTH
DLO Jamb 8 8 10 88
a 10 8 8 8 10 8 8 8 10 8 OH RATIO= OH HEIGHT
P-hook 8+9 9+10 9+10 9+10 8+9 9+10 9+10 9+10 8+9 9+10 9+10 9+10 8+9 9+10 9+10 9+10 NOTES:
Design Pressure +90,01-139.4 +90.01-130.9 +90.01-120 +90.0/-11o.8 1 POSITIVE PRESSURES IN TABLE 3 ARE BASED ON THE USE OF THE 4"SILL.
36' 29° Head/Sill CS+2 C5+2 C6+2 C6+2 C5+2 CS+2 C6+2 C6+2 C5+2 C5+2 C6+2 C6+2 C5+2 C5+2 C6+2 C6+2 )
DLO Jamb B 8 10 8 8 8 10 1 8 8 8 10 8 8 8 10 8
P-hook 8+9 9+10 9+10 9+10 8+9 9+10 9+10 9+10 8+9 9+10 9+10 g+10 8+9 9+10 9+10 9+10 2)WHEN USING THE 2-1/2"SILL,POSITIVE WATER DP IS 46.67 PSF MAX.WHEN
Design Pressure +90.01-125.5 +90.01-117.6 +90.01-107.3 +90.01-98.7 USING THE 3-1/4"SILL,POSITIVE WATER DP IS 60.0 PSF MAX.WHEN USING THE 4"
2 42" 35. Head/Sill C5+2 C5+2 CB+2 CB+2 C5+p C5+2 C6+2 C6+2 CS+2 C5+2 C6+2 C6+2 C5+2 C5+2 C6+2 66+2 SILL,POSITIVE WATER DP IS 90.0 PSF MAX(NEGATIVE PRESSURES UNCHANGED).
0. DLO Jamb 8 8 10 8 8 8 10 8 8 8 10 8 B 1 8 10 8 SEE TABLE 3A. '
P-hook 8+9 9+10 9+10 9+10 8+9 9+10 9+10 9+10 8+9 9+10 9+10 9+10 8+8 9+10 9+10 9+10
o Design Pressure +90.01-115.7 +90.0/-108 +90.01-98.2 +90.01-90 3)4-,3-1/4-AND 2-1/2"SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION
Z 41" Head/Sill C5+3 C5+3 CB+3 Cs+3 C5+2 C5+2 C6+9 C6+3 CS+2 C5+2 CB+2 C6+2 C5+2 C5+2 Cs+2 C6+2 WHEREAS THE 1-1/2"SILL IS NOT AND MUST ONLY BE USED WHERE WATER
48" DLO Jamb 8 8 1 10 1 8 8 8 10 8 8 8 10 8 8 8 10 8
RESISTANCE IS NOT REQUIRED.MAX.POSITIVE DESIGN PRESSURES SHOWN IN
P-hook g+g 9+t0 9+10 9*10 8+9 9+10 9+10 9+10 s+g 9+10 9+10 9+10 6+9 9+10 9+10 9+10 TABLE 3 MAY BE USED WHEN THE DOOR IS PROTECTED BY AN OVERHANG
Design Pressure +831-83 +77,2/-77,2 +69.8/-69.8 1 +62.6/-62.6 COMPLYING WITH THE CURRENT FLORIDA BUILDING CODE(SEE ADJACENT
5, 47' Head/Sill C4+2 C4+2 I C5+3 C5+3 C4+2 C4+2 C5+2 C5+2 C4+2 C4+2 C5+2 C5+2 C4+2 C4+2 C4+2 C4+2 DIAGRAM);THIS CONDITION IS NOT RATED FOR WATER INFILTRATION.
DLO Jamb 8 1 8 1 8 8 8 8 8 B 8 8 8 8 8 8 8 8 .
P-hook 8+7 7+8 7+g 7+8 7+8 7+B 7+8 7+8 7+g 1 7+8 1 7+8 1 7+8 7+8 7+8 7+8 1 +8 4)SEE SHEETS 10-14 FOR ANCHORAGE SPACING,EDGE DISTANCE AND
Design Pressure +79,21-79.2 +73.31-73.3 +66/-66 +561-58
53° Head/Sill C4+3 C4+3 C5+3 C5+3 C4+3 C4+3 C5+3 C5+3 C4+2 C4+2 C5+3 C5+3 C4+2 C4+2 C4+2 C4+2 EMBEDMENT INFORMATION.
60° DLO Jamb 8 8 8 8 8 B 8 8 8 8 8 8 8 8 8 8
P-hook 6+7 1 7+8 1 7+8 1 7+8 7+8 7+8 1 7+8 7+6 1 7+8 1 7+8 7+8 7+8 7+8 1 7+8 1 7+8 7+8 5)DOOR SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN
FOR EXAMPLE ON USING TABLE,SEE SHEET7. REQUIRED.
6)JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY,DIVIDE BY 2 FOR
DLO WIDTH=NOM.PANEL WIDTH-7" PAIRS TO BE INSTALLED.
ODUC f REVISED
DLO HEIGHT=DOOR UNIT HEIGHT-10.125" d�mprise.irr rlae Florid
lw.dinb Cndc
PANEL HEIGHT=DOOR UNIT HEIGHT-1.866" AcecWeoce No /G-O 29
Eapirafien lhlC G3
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. 6 (1�1_
Interlock P-hook Lockstile @Jamb Straight Astragal Lockstile @ 90°Astragal Lockstile @ 135'Astragal Lockstile @ ryr 41?* Ya ConRd
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-duty Astragal Outside Comer Outside Inside
Coyne
Corner ,
Inside
Corner Outside
Inside Corner Corner �v`.• �;'L-nl.'r '
Part#61(Stile Part#61(Stile)
Part#61(Stile) Part#119(Out.) No.g9707 '
Part#61(x2) Part#61 Part#61 part 468(Astragal) Part#61 Part#118(Corner part#120(In.) Parts 931  Part#61 _
Receiver) (Corn.&Fxd Mount)
rawrar• o"er: s.�nc �
ANCHORAGE <'�,' OR < .'
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NO FRAME "7+8"P-HOOK ANCHORAGE CONSISTS OF: SEE"C5'CLUSTER
SEE JAMB (7)P-HOOK ANCHORS, SEE"CS"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"C6" SHEET 10 FOR INTERLOCK 24'MAX.O.C.
THIS POCKETS AND 60"NOM. CLUSTER,SEE
SHEET SEE POCKET 8 P-HOOK PANEL WIDTH DETAILS,SHEET 11 x x x x x
( ) r----- x x x x x 6'MAX.
JAMB MOUNTING I x x x x f x x x x x x
INSTALLATION, ( x
ADAPTER I 6"MAX. I x x x x xx xx x x x x
THIS SHEET ANCHORS MIDWAY i 1 I 3"MAX.
o &SHEET 14 BETWEEN P-HOOK i ®' t o 4 PAIRS OF
\ ANCHORS&AT 3" I I O -FRAME x
x ANCHORS
FROM TOP& i x ® I I m ANCHORS 96 (TOTAL 8
BOTTOM I o 14' I i o UNIT 2�"M ANCHORS)
`> MAX.O.C.' HEIGHT D.C. PER JAMB
4.051" 8"MAX.TO OPENING y rc �® 14'MAx.O.C. 0 o=P-HOOK x SEE JAMB
EDGE OF POCKET SEE I w a I O ANCHORS x
INSTALLATION i o w I I®I z DETAIL
DETAILS'Jc'&'Kc', imp 1°� mo=P-HOOK BELOW)
END PANEL SHEET 14&PART I a I® X MOUNTING
ANCHORAGE DETAILS'J'&'K', iu� + I I IOI 3'MAx. ADAPTER x x
24"MAX. (2 ANCHORS) SHEET 19 FOR i$ �--F®1 I I t ANCHORS x
-HOOK ____6"MAX. lo�—� x x x x x / END PANEL
O.C. L_______—__ _"+2" ANCHORS END PANEL x' x x: x xx xx x x x xx x x x x' x x 6'MAX. ANCHORAGE(SEE
0=4ANCHORAGE
ANCHORAGE •� x' x x x x x' ,.+2. �, SKETCH BELOW)
(SEE SKETCH BELOW) �.+2" 2' 2' ANCHORAGE +z
ANCHORAGE
CENTERLINE 8"MAX.,TYP. ANCHORAGE ANCHORAGE ANCHORAGE
OF PANEL f 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) 6" SPLICE NOTE:
ANCHORAGE EXAMPLE NOTES: NON-STRUCTURAL
ANCHORS MAY BE ADDED
1)APPROVED ANCHORS:SEE TABLE A,SHEET 1 AS NEEDED TO ALIGN THE
T— 2)ANCHOR LOCATION SPACING FOR ANCHOR QUANTITIES SPECIFIED IN TABLES 1-3 SHEETS 6-8:_ EXTERIOR HEAD OR SILL IF A SPLICE
6T0" I CENTERLINE OF HEAD&SILL:8"MAX.FROM FRAME CORNERS.USE SPECIFIED CLUSTER FROM 21" OCCURS AT THE P-HOOK.
NOM. •% INTERLOCK APPROPRIATE TABLES,SHEETS 6-8 AT EACH INTERLOCK AND STRAIGHT AND CORNER MAX.
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" w'-moving with thr Fimids
Wdlog r k I
+2"ANCHORAGE REQUIRED IF THE O.C.DISTANCE TO THE NEXT ANCHOR Acttph•ce No Z 03
CLUSTER IS OVER 24",OTHERWISE ANCHORS ARE NOT 6.�ir.e w mle
3.5" Eo��xEo 6"MAX.
REQUIRED AS PER THE FIGURE AT RIGHT: P
CENTERLINE JAMBS&P-HOOKS:6"MAX.FROM BOTTOM,21"MAX.ANCHOR PAIR O.C.(JAMBS),14°MAX.ANCHOR l pw cu.� - 3
OF PANEL 2 O.C. (P-HOOK)UTILIZING ANCHOR QUANTITIES FROM APPROPRIATE TABLES,SHEETS 6 8. SEE F TRACK
FRAMEJAMB
P-HOOK ANCHOR DETAILS ON SHEET 14. ANCHOR PAIR I
REQUIRES "+2"ANCHORAGE SEE"C5"CLUSTER CENTERLINE END PANEL
CENTERLINE
"C6"CLUSTER,SEE OF DETAILS,SHEET 10 OF ANCHORAGE
• I DETAILS,SHEET 11 FOR ASTRAGAL (2 ANCHORS) 8"
INTERLOCK AS �+-
4.051" 3.5" I MAX.
• j .......... cam:.
I
n� CENTERLINE CENTERLINE +2"ANCHORAGE CENTERLINE
EXTERIOR V "+2"ANCHORAGE (�
OF PANEL 3 I OF PANEL 4 OF PANEL 5 11
SEE SHEET 11 FOR OTHER INTERMEDIATE ANCHORS -
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1
ASTRAGAL OR IAG.
ASTRAGAL OR CE LOCATION AS AL O L SPLICE L ION 2.04'
INTE EE IN OCK�I CONDITIO INTERLOCK DED 2.04"
TERLINE I NTERLINE "C6"CLUSTER DE T ) CENTE
1.75" EXTERIOR rD
3.5" 7„ 7 1"
1.75" 3.5"
4"DIAG. 4"DIAG. M
O.C..0 2.04" 2.0 " 21
5.64" M .
EXTERIOR 3'S" 7^ EXTERIOR 4"DIAG. 7" RIOR 7 3'5" C.
�L f1 7" 1
v M
2-TRACK FRAME HEAD/SILL 2-TRACK FRAME HEAD/SILL v 2-TRACK FRAME HEAD/SILL
ASTRAGAL OR INTERLO (?ASTRAGAL OR INTERLOCK Cal ASTRAGAL OR INTERLOCK 2-TRACK
(USE WHERE 4 CLUST (USE WHERE 5 CLUSTER (USE WHERE 6 CLUSTER FRAME JA 6"MAX.
ANCHORS ARE REQ D,"C4") NCHORS ARE REQUIRE ") AN ARE REQUI ,'C6") AIR
4-TRACK
ASTRAGAL OR SPLICE LOCATION ASTRAGAL OR (FOR SPLICE ASTRAGAL OR� I SPLICE LOCATION 6"DIAG. FRAME JAMB
INTERLOCK�IF NEEDED INTERLOCK{ CONDITION,USE INTERLOCK�I�IF NEEDED 2.04" EXTERIOR NCHOR P
CENTERLINE I CENTERLINE II "C6'CLUSTER DETAIL) CENTERLINE 3.5"
3.5" 3.5" 7
ANCHORS MAY BE INSTALLED
o I 6 21" EITHER IN THE EXT.OR INT.
2.04' 4"DIAG. MAX. TRACK(INT.SHOWN)
4.08" B. 0 O.C. I
2.04" j
1
5.64" NOTES:
EXTERIOR 7" EXTERIOR 7" 4"DIAG. EXTERIOR 3,5^ 1.ALL DIMENSIONS SHOWN
n TL 3 5" ARE BASED ON MIN,
V 6"M ALLOWED.
3-TRACK FRAME HEAD/SILL 3-TRACK FRAME HEAD/SILL v 3-TRACK FRAME HEAD/SILL
(a)ASTRAGAL OR INTERLOCK Cal ASTRAGAL OR INTERLOCK CAD ASTRAGAL OR INTERLOCK � 2.FOR HEAD OR SILL SPLICE
(USE WHERE 4.CLUSTER (USE WHERE 5 CLUSTER (USE WHERE 6 CLUSTER 1 3-TRACK FRAME JAMB LOCATIONS/ANCHORAGE AT
ANCHORS ARE REQUIRED,"C4") ANCHORS ARE REQUIRED,"CS") ANCHORS ARE REQUIRED,"C6") ANCHOR PAIR P-HOOK SEE SHEET 9.
FOR SPLICE FOR SPLICED
ASTRAGAL OR SPLICE LOCATION ASTRAGAL OR ASTRAGAL OR ( CONDITIONS ONLY: Wilt t D
INTERLOCK {—IF NEEDED I (FOR SPLICE CONDITION,DO NOT FRODUrne REVISED
ortdh
yl INTERLOCKS i INTERLOCK
I I CONDITION,USE USE THIS DETAIL) SPLICE LOCATION A�rwl".%ho�-o.,Z o
CENTERLINE CENTERLINE CENTERLINE w>• �3
1 75" "C6"CLUSTER DETAIL IF NEEDED
—� 3.5" ) 3.5" 7" 3.5" Espkaioa Ore( �/a L
3.5"
J64�
2.04" 4"DIAG. 2.04" - 4"DIAG. 2.04"
2.04" 5.37"DIAG. + 4"DIAG.
4.08" __._.... -
4"DIAG. 2.04"
EXTERIOR EXTERIOR 7• EXTERIOR 3.5" �'%`\,.." •"'(;T
4-TRACK FRAME HEAD/SILL 4-TRACK FRAME HEAD/SILL 4-TRACK FRAME HEAD/SILL
cD ASTRAGAL OR INTERLOCK (a)ASTRAGAL OR INTERLOCK (a ASTRAGAL OR INTERLOCK N','870'
(USE WHERE 4 CLUSTER (USE WHERE 5 CLUSTER (USE WHERE 6 CLUSTER ANCHORS ARE REQUIRED,"C6") 'G 6
ANCHORS ARE REQUIRED,"C4") ANCHORS ARE REQUIRED,"C5") WITH&WITHOUT SPLICE CONDITION
:?� .
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2.04" 2.04" INTERIOR 2.04" INTERIOR 2.04" NOTES:
INTERIOR INTERIOR 7" 1.ALL DIMENSIONS SHOWN
?4"DIAG. 8.94" ARE BASED ON MINIMUM
4"DIAG. r 3.5., 3.5" ALLOWED.
6.12" 6.12' ANCHOR
INTERIOR 7 INTERIO INTERIOR / 2.DETAILS AND
SPACING,
CING,
INTERIOR / QUANTITY AND SPACING,
90° 3. 90°, 3. � ° EXTERIOR 1 ° AND WOULD BE IDENTICAL
EXTERIOR EXTERIOR 4"DIAG. 4"DIAG. FOR EXTERIOR OR INTERIOR
CORNER CONFIGURATIONS.
EXTERIOR
q" 3.5"° 4" 3.5" 3 4' ^+1"ANCHOR
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 HEAD/SILL 2-TRACK FRAME HEAD/SILL 2-TRACK FRAME HEAD/SILL CENTERLINE
(USE WHERE 4 CLUSTER (USE WHERE 5 OR 6 CLUSTER (USE WHERE 4 CLUSTER (USE WHERE 5 OR 6 CLUSTER OF PANEL
ANCHORS ARE REQUIRED,"C4") ANCHORS ARE REQUIRED,"C6") ANCHORS ARE REQUIRED,"24•' 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 771 1
90° 7" 135° EXTERIOR CENTERLINE
---
3 3.5" OF PANEL
4.08" "+3"ANCHOR
4.08" 5.37"D AG. 5.37"D AG. 7"
CENTERLINE 2,04"
4" 3.5" 10,
OF PANEL 4"DIAG.
EIRIQ�R EXTERIOR 7" 4 INTERIOR ON "+2"ANCHOR
EXTERIOR ALL
90°CORNER 135°CORNER n VIEWS 7
3-TRACK FRAME HEAD/SILL 3-TRACK FRAME HEAD/SILL OF PAN LINE
("C6"ANCHOR CLUSTER REQUIRED ("C6"ANCHOR CLUSTER REQUIRED I OF PANEL
AT ALL 3-TRACK CORNERS) AT ALL 3-TRACK CORNERS) 4"DIAG. 2-TRACK FRAME HEAD/SILL
INTERMEDIATE ANCHOR LAYOUT
INTERIOR 6.12" &6.88
2.04" I'FtOD
2.04" 3.5" bwdiaglrkwitA the Fbs♦ek
4" EXTERIOR OF CENTERLINE AccepUace No /�-a6�5 6 3
INTERIO Esyirselae Mte 7'
INTERIOR 90° 4" 3 5" "+3"ANCHOR ,.
2.04"
DIAG. 7
4.08"
6.12" 4"DIAG. 6.12" R
2.04" 3.5" 4" 4"DIAG. . 3.5' I ` a{'I_i IWy'• :.
EXTERIOR 7 EXTERIOR 4" 2.04" CENTERLINE '.a;?',.. ... .. •.p
90°CORNER 135°CORNER I OF PANEL
4-TRACK FRAME HEAD/SILL 4-TRACK FRAME HEAD/SILL 4-TRACK FRAME HEAD/SILL
("CS"ANCHOR CLUSTER REQUIRED ("28"ANCHOR CLUSTER REQUIRED INTERMEDIATE ANCHOR LAYOUT
AT ALL 4-TRACK CORNERS) AT ALL 4-TRACK CORNERS) (3-TRACK SIMILAR)
Rent �N 10707ECHNOLOGYDRNE ANCHORAGE,EXAMPLE CLUSTERS .;":,:•^',c,:+^'.,,;rJ';,�
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r
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/i6"' 2-1/16" 2-1/16"' NOTES:
EXTERIOR 114" 1/4" 1l4" 1.ALL DIMENSIONS
<2 C o MAX. r MAX. MAX. SHOWN ARE BASED
i SHIM EXTERIOR SHIM EXTERIOR 6 a SHIM ON MIN.ALLOWED.
EMBEDMENT: T a 2.METAL WOOD
SEE TABLE A, J SUBSTRATES MAYBE
USED FOR ALL FRAME
SHEET 1 TYPES PER TABLE A,
WOOD ANCHOR TYP., 2X WOOD WOOD ANCHOR TYP., METAL TYP., SMS ANCHOR TYP.,
2X WOOD SHEET 1.
TYP.,SEE ANCHOR SEE ANCHOR NOTES TYP.,SEE ANCHOR SEE ANCHOR NOTES SEE ANCHOR SEE ANCHOR NOTES
NOTE 3,SHEET 1 &TABLE A,SHEET 1 NOTE 3,SHEET 1 &TABLE A,SHEET 1 NOTE 4,SHEET 1 &TABLE A,SHEET 1
IS
2-TRACK FRAME HEAD 3-TRACK FRAME HEAD E 4-TRACK FRAME HEAD "DIAGONAL O.C.
aw WOOD INSTALLATION Bw WOOD INSTALLATION K&METAL INSTALLATION MIN 4"(HEAD&SILL)
OR 6"(JAMB)SEE
WOOD ANCHOR TYP., 2X WOOD WOOD ANCHOR TYP., 2X WOOD SMS ANCHOR TYP., METAL TYP., DETAILS,SHEETS 10&11.
SEE ANCHO"lN��+�E
SEE ANCHOR SEE ANCHOR NOTES TYP.,SEE ANCHOR SEE ANCHOR NOTES SEE ANCHOR
&TABLE A, 3,SHEET 1 SEE &TABLE A,SHEET 1 NOTE 3,SHEET 1 SEE &TABLE A,SHEET 1 NOTE 4,SHEET 1
SEE ANCHORANCHOR ANCHOR MIN.OF 3 THREADS BEYOND
NOTE 5,SHEETNOTE 5, NOTE 5, THE METAL SUBSTRATE
1(1/4"MAX.) 1 SHEET 1 1 SHEET 1�
T _L (1/4'MAX.) v:: :- 1 (114"MAX.)
EXTERIOR I - EXTERIOR EXTERIOR I EMBEDMENT:SEE
TABLE A,SHEET 1
2 1/16 2-1116 �2-1/16 ' EDGE DISTANCE:
EDGE DISTANCE: EDGE DISTANCE: I SEE TABLE A,SHEET 1
SEE TABLE A,SHEET 1 SEE TABLE A,SHEET 1
EMBEDMENT:SEE TABLE A,SHEET 1 I EMBEDMENT:SEE TABLE A,SHEET 1
2-TRACK FRAME SILL E 3-TRACK FRAME SILL 4-TRACK FRAME SILL
ow WOOD INSTALLATION Ew WOOD INSTALLATION Pw METAL INSTALLATION
EMBEDMENT:SEE
TABLE A,SHEET 1
EMBEDMENT:SEE
►*toouc rsevlseo
TABLE A,SHEET 1 ~I EDGE DISTANCE: "--ildYing with the Fkda
SEE TABLE A, 14.".gc" k
METAL TYP., SHEET 1 '�"'pm1
EMBEDMENT:SEE Eiry'rwieann`L�
TABLE A,SHEET 1 '1 EDGE DISTANCE: NOTE 4,SEEANCHOR
EDGE DISTANCE: III; SEE TABLE A, HEET PtWK(c
2X WOOD SEE TABLE A, 2X WOOD U SHEET 1
TYP.,SEE ANCHOR SHEET 1 TYP.,SEE ANCHOR
NOTE 3,SHEET 1 NOTE 3,SHEET 1 2-1/16""
SMS ANCHOR TYP.,
2-1116"' SEE ANCHOR NOTES
WOOD ANCHOR TYP., 2-1/16"' &TABLE A,SHEET 1
SEE ANCHOR NOTES WOOD ANCHOR TYP„ MIN.OF 3
SEE ANCHOR NOTES
&TABLE A,SHEET 1 &TABLE A,SHEET 1 THREADS
EXTERIOR O RI \\��
EXTERIOR BEYOND THE � �,.I iYNNI R14
V EXTERIOR METAL ` \O,.`,C,EN�`
1/4"MAX.SHIM I� ID SUBSTRATE
1/4"MAX.SHIM If Q
1/4"MAX.SHIM It- zr
=' 140.ta 527C4 =:
2-TRACK FRAME JAMB 3-TRACK FRAME JAMB 4-TRACK FRAME JAMB
�GwJ WOOD INSTALLATION Hw WOOD INSTALLATION METAL INSTALLATION
•:7� IM
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INSTALLATION DETAILS EMBEDMENT:SEE TABLE A,SHEET 1 EMBEDMENT:SEE TABLE A,SHEET 1 NOTES:
EDGE DISTANCE:SEE EDGE DISTANCE: EDGE DISTANCE: 1.ALL DIMENSIONS
CONCRETE C CRETE *S.EELE A,SHEET 1 CONCRETE SEE TABLE A,SHEET 1 SHOWN ARE BASED
PER TABLE TABLE A,SHEET 1A,SHEET 1 PE TABLE PERTABLE ON MIN.ALLOWED.
2- 2-1/16"' 2-1/16"'A, HEET 1 A,SHEET 1 1/4" 'DIAGONAL O.C.IS
EXTERI R '` • MIN 4 (HEAD&SILL}
rHIM OR 6"(JAMB)SEE
EMBEDMENT: 1/4' EXTERIORt114
EXTERIOR 0DETAILS,111. SHEETS
E TABLE A, MAX. MAX. (�
SHEET 1 SHI r SHIM >—
PR LY SECURED 1X CONCRETE A HOR TYP., PROPERLY SECURED 1X CONCRETE ANCHOR TYP., PROPERLY SECURED 1X CONCRETE ANCHOR TYP.,
WOOD B SEE SEE ANC NOTES& WOOD BUCK TYP.,SEE SEE ANCHOR NOTES& WOOD BUCK TYP.,SEE SEE ANCHOR NOTES&
ANCHOR NOTE 3,SH SHEET 1 ANCHOR NOTE 3,SHEET 1 TABLE A,SHEET 1 ANCHOR NOTE 3,SHEET 1 TABLE A,SHEET 1
2-TRACK FRAME HEAD E 3-TRACK FRAME HEAD 4-TRACK FRAME HEAD
E INSTALLATION ec CONCRETE INSTALLATION Cc CONCRETE INSTALLATION
CONC TE ANCHOR TYP., PROPER ECURED 1X CONCRETE ANCHOR TYP., PROPERLY SECURED 1X CONCRETE ANCHOR TYP., PROPERLY SECURED 1X
S ANCHOR NOTES& WOOD BUC P.,SEE SEE ANCHOR NOTES& WOOD BUCK TYP.,SEE SEE ANCHOR NOTES& WOOD BUCK TYP.,SEE
TABLE A,SHEET 1 ANCHOR NOTE 3, HEET 1 TABLE A, "IANCH.0R NOTE 3,SHEET 1 TABLE A,SHEET 1 ANCHOR NOTE 3,SHEET 1
SEE A CHOR SE ANCHOR SEE ANCHOR
NOTE 5, HEET NOTE 5, NOTE 5,
1(1l4 MAX.)
HEET 1� SHEET 1
(1/ 'MAX I (1/4"MAX.) 1
EXTE [OR TERIOR 1 EXTERIOR 1
CONCRETE
2-1116"` 2-1/16"' 2-1116"` PER TABLE
C CRETE CONCRETE
D�ISTANCE: ER TABLE EDGE DISTANCE: pER TABLE EDGE DISTANCE: A,SHEET 1
SEE TA LE A,SH TT 1 A,SHEET 1 SEE TABLE A,SHEET 1 A,SHEET 1 SEE TABLE A,SHEET 1
EMBED NT:SEE TAB Sp EMBEDMENT:SEE TABLE A,SHEET 1 EMBEDMENT:SEE TABLE A,SHEET 1
ah 2-TRACK FRAME SILL 3-TRACK FRAME SILL ®4-TRACK FRAME SILL
Dc CONCRETE INSTALLATION Ec CONCRETE INSTALLATION Fc CONCRETE INSTALLATION
EMBEDMENT:SEE
TABLE A,SHEET 1 ~
EMBEDMENT:SEE PRODUC I REVISED
TABLE A,SHEET I --I EDGE DISTANCE: ns"Plyi"gwk4dwnmil%
EDGE DISTANCE: SEE TABLE A, Accci�."�o 1I"-Gb2- •03
EM DMENT:SEE 1 CO CJCMU ANCHOR PROPERLY SECURED SHEET 1 Ea
—1 SEE TABLE A, 1X WOOD BUCK TYP., °""�' I`
T BLE A,SHEET 1 �1 TY ,SEE ANCHOR SHEET 1 SEE ANCHOR NOTE 3,
PROP RLY SECURED EDGE DISTANCE: NO S&TABLE A, SHEET 1 ` io4eneoal+d
1X W OD BUCK TYP., SEE TABLE A, SHEET 1 2-1/16"`
SHEET 1 2-1/16""
SEE NCHOR NOTE 3, CONC./CMU ANCHOR
SHEET 1 _ TYP.,SEE ANCHOR
CON CMU AN HOR 2-1111 PROPER Y SECURED NOTES&TABLE A,
1X WOO BUCK TYP., SHEET 1
TYP., EE AN HOR CONCRETE CONCRETE
SEE AN HOR NOTE 3,
NOT &TA E A. Y SHEET 1 OR CMU OR CMU
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EXTERIOR OR CMU E ERIOR -I-L A,SHEET 1 F�
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Gc CON TION He CONCRETE/CMU INSTALLATION Ic CONCRETE/CMU INSTALLATION
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INSTALLATION DETAILS NOTES:
1.ALL DIMENSIONS
FRAME JAMB SHOWN ARE BASED
REQUIRED ATALL 2.693"MIN. ON MIN.ALLOWED.
INSIDE POCKETS EDGE
EMBEDMENT:SEE TO PREVENT DISTANCE 2.FIGURES ON THIS
WOOD FRAMING TABLE A,SHEET 1 P-HOOK MOUNTING ADAPTER WATER SHEET ARE FOR
WOOD ANCHOR TYP., INFILTRATION CONC./CMU ILLUSTRATIVE
Oo �0 SEE ANCHOR NOTES ANCHOR TYP.,SEE PURPOSES ONLY.SEE
EMBEDMENT: &TABLE A,SHEET 1 2s ANCHOR NOTES& TABLE A,SHEET 1 FOR
ALLAPPROVED
SEE TABLE A, (ALSO SEE TYP. TABLE A,SHEET 1 SUBSTRATES.
SHEET 1 28 ILLUSTRATION,SHEET 9) 1-1/4"MIN.EDGE DISTANCE
ED E DISTANCE:SEE EXTERIOR 3.SEE TABES 1-3,
TABLE A,SHEET 1 EMBEDMENT: vR SHEETS 6-8 FOR
SEE TABLE A, 7r:&P HOOK MOUNTING REQUIRED P-HOOK
26 AND P-HOOK
EXTERIOR SHEET 1 ADAPTER CONC./CMU
PHOOK WOOD ANCHOR TYP., I L ANCHOR TYP.,SEE MOUNTING ADAPTER
v P-HOOK "•, ANCHOR QUANTITIES.
SEE ANCHOR NOTES CONCRETE OR ANCHOR NOTES&TABLE ALSO SEE EXAMPLE
&TABLE A,SHEET 1 EMBEDMENT:SEE A,SHEET 1
(ALSO SEE TYP. 2 CMU PER TABLE TABLE A,SHEET 1 (ALSO SEE TYP. ON SHEET 9.
ILLUSTRATION,SHEET 9) EDGEDGE MIN. A,SHEET 1 DISTANCE ILLUSTRATION,SHEET 9)
P-HOOK FOR USE WITH FLAT SILL RISERS P-HOOK FOR USE WITH FLAT SILL RISERS
J PARTS#18,#20,#22 OR#24, \,Lcl 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 CONC./CMU
EMBEDMENT:SEE CMU PER TABLE
NOTE 4,SHEET 1; ADAPTER SMS TABLE A,SHEET 1 ANCHOR TYP.,SEE
TABLE A
MIN.OF 3 THREADS ,SHEET 1 ANCHOR TYP.,SEE
A,SHEET 1 ANCHOR NOTES&TABLE
BEYOND THE METAL ANCHOR NOTES A,SHEET 1
SUBSTRATE 28 &TABLE A,SHEET 1 EMBEDMENT: (ALSO SEE TYP.
(ALSO SEE TYP. SEE TABLE A, ILLUSTRATION,SHEET 9)
ILLUSTRATION, 28
SHEET 9 S HEET I PRoatic r uvw'D 1
EMBEDMENT: )
SEE TABLE A, -p�with tbe nowA
k--�EDIEE DISTANCE:SEE .'SHEET1 E A,SHEET 1 1-1/4"MIN.EDGE DISTANCE
30 . 3D P-HOOK SMS ANCHOR TYP., EXTERIOR P-HOOK CONC./CMU EXTERIOR �ILltnaw�
SEE ANCHOR NOTES ANCHOR TYP.,SEE
&TABLE A,SHEET 1 ANCHOR NOTES&TABLE 3V
(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) i
E P-HOOK FOR USE WITH BOX SILL RISERS ®P-HOOK FOR USE WITH BOX SILL RISERS " '•„
Kw PARTS#19,#21.#23 OR#25,
Kc PARTS#19,#21,#23 OR#25, •`•,`I �,�I;I!,/ ;��� iil
METAL INSTALLATION EXTERIOR CONCRETE INSTALLATION EXTERIOR ``,��; `._p,l:;r •.;' > -
(SEE TABLES 1A,2A&3A MOUNT (SEE TABLES 1A,2A&3A MOUNT ;.•'
FOR WATER RATINGS) ONLY FOR WATER RATINGS) ONLY
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CONFIG. EXAMPLES
MAX.UNIT
WIDTH MAX.UNIT WIDTH
MAX. NOM.PANEL WIDTH
DLO_ TYP.PER TABLES 1-3
HEADER DETAIL'A', WIDTH INTERIOR
SHEET 18;INSTALLATION is1
DETAILS'Aw'&'Ae,� EXTERIOR
SHEETS 12&13 ll
90°
PANEL PANEL
PANEL TYPE TYPE PANEL CORNER DETAIL'N2',
TYPE as. 'AS' TYPE SHEET 19&CORNER
IN W TANCHORAGE SHEET 11
LTABLES
MAX.UNIT
MAX. � MAX. HEIGHT INTERLOCK DETAIL
PANEL ! DLO PER 'M',SHEET 19
HEIGHT SEE HEIGHT TABLES EXTERIOR INTERIOR
NOT 1-3I
JAMB DETAIL'G3',SHEET
18;INSTALLATION DETAILS
X X X 'Gw'&'Gc',SHEETS 12&13
l/, 90°
SILL DETAIL'D',SHEET 18;J
INSTALLATION DETAILS EXAMPLE:90°INSIDE CORNER,4 PANELS-XX/XX
'Dw'&'Dc',SHEETS 12&13
I
i
SILICONE
BY OTHERS
DLO WIDTH=NOM.PANEL WIDTH-7"
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NOTES: :'•`' ..:.°,' ry`:
1)SEE SHEET 17 FOR INDIVIDUAL PANEL CONFIGURATIONS AS APPLICABLE.SEE DP/ANCHOR TABLES,SHEETS 6-8 FOR MAX.
PANEL HEIGHT AND WIDTH.SEE SHEETS 18&19 FOR SECTION DETAILS AND SHEETS 12-14 FOR INSTALLATION DETAILS. ?,
2)(1)LOCK(ITEMS 75&107-110)AT EACH LOCKSTILE,LOCKING INTO KEEPER(ITEM 103)AT FRAME JAMB OR ASTRAGAL, o =^/
3)PLEASE SEE APPLICABLE ASTRAGAL&INTERLOCK COMBINATIONS PER DP/ANCHOR TABLES. y
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CONFIG. EXAMPLES INTERLOCK DETAIL FOR ALL DETAILS ON THIS SHEET,SEE NOTES ON SHEET 15
M',SHEET 19 OPERABLE JAMB DETAIL'G3',SHEET 18;
i �-INSTALLATION DETAILS'Gw'&'Ge,SHEETS 12&13
MAX.
HEADER DETAIL W,SHEET 18;
IXED JAMB DETAIL'G2', ASTRAGAL HEADER DETAIL'A',SHEET DLO JAMB DETAIL'G3',SHEET
INSTALLATION DETAILS'Aw&'Ac', WIDTH SHEET 18;INSTALLATION DETAIL ET 1'& 1A INSTALLATION DETAIL 18;INSTALLATION DETAILS
DETAILS'Gw'&'Gc', L2,SHEET 19 'Aw'&'Ac',SHEETS 12&13 SHEETS 12&13 TYP '�'Gw'&'Gc',SHEETS 12&13
SHEETS 12&13 J 90°
/ EXTERIOR INTERIOR
PANEL PANEL PANEL PANEL
TYPE TYPE TYPE TYPE PANEL PANEL PANEL PANEL INTERLOCK DETAIL
R' L' 'D. A TYPE TYPE TYPE TYPE M',SHEET 19
MAX. ,A, CS' qg K MAX.
UNIT UNIT 90°OUTSIDE CORNER
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PANEL HEIGHT SILL DETAIL / PANES / PER CORNERANCHORAGE
/ WIDTH TYP. Li
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DLO TABLES 1-3 NOTE 2, 1-3 INSTALL PER DLO PER SHET15 1 3 INTERIOR
HEIGHT SHEET15 DETAILS HEIGHT TABLES 1-3a DW&'Dc', EXTERIOR NOM.PANEL
X X SHEETS 12 G7 WIDTH TYP.
( &13 , x X x X PER TABLES
MAX.UNIT WIDTH J MAX.UNIT WIDTH 1 3
SEE FRAME& —
PANEL CORNER SILL DETAIL'0,SHEET 18; MAX.UNIT WIDTH
CONSTRUCTION EXAMPLE:OXXX INSTALLATION DETAILS
DETAILS SHEET 15 2-TRACK 'DW&'Dc',SHEETS 12&13 EXAMPLE:90°OUTSIDE CORNER-XX/XX(2-TRACK)
JAMB DETAIL'11',SHEET 18;
ASTRAGAL DETAILS'L1'& INTERLOCK DETAIL'M',SHEET 19 INSTALLATION DETAILS'Iw'&
L2,SHEET 19:�, 1 INTERLOCK DETAIL'M',SHEET 19 'Ic',SHEETS 12&13�
�_l u HEADER DETAIL ( 1 1
J� AMB DETAIL'H2',SHEET P-HOOK DETAIL'J'&'K',SHEET B',SHEET 18;
18;INSTALLATION DETAILS 19;INSTALLATION DETAILS'Jw', INSTALLATION JAMB DETAIL'12',SHEET 18;INSTALLATION HEADER DETAION SHEET
DETAILS'Bw'&'Bc', DETAILS'Iw&'Ic',SHEETS 12&13 18;INSTALLATION DETAILS
Hw'&'Hc',SHEETS 12&13 Jc','Kw'&'Kc,SHEET 14 SHEETS 12&13 CW&'Cc',SHEETS 12&13
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EXAMPLE:OXXXp SILL DETAIL'E',SHEET 18: EXAMPLE:XXXO SILL DETAIL'",SHEET 18;fJ N:.5'705
(3-TRACK,RIGHT POCKET) INSTALLATION DETAILS (4-TRACK,BY-PASS) INSTALLATION DETAILS
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PANEL'S RIGHT STILE TYPE
PANEL SINGLE SINGLE FIXED LOCKSTILE ASTRAGAL ASTRAGAL ASTRAGAL ASTRAGAL INT CORNER EXT CORNER EXT CORNER INT CORNER EXT CORNER EXT CORNER INT CORNER
INTERLOCK INTERLOCK STILE W/HANDLE BOX OUT BOX IN BOX OUT BOX IN 90 LOCKSTILE 90 LOCKSTILE 90 RECEIVER 90 RECEIVER yp RECEIVER WI
136 RECEIVER 135 RECEIVER
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F-- ASTRAGAL A/ SIZES&DESIGN PRESSURE.
w sox IN �V LEFT 41NTERIOR RIGHT Z.PANEL TYPES NOT SHOWN OR CROSSED OFF
J WIHANDLE (Sax" PANEL PANEL ARE NOT REQUIRED FOR ANY CONFIGURATIONS
EXTERIOR
ASTRAGAL T U STILE STILE AND ARE NOT AVAILABLE.
BaX our 3.90°ASTRAGALS TO USE HEAVY-DUTY STILES
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L1.1 BOX IN /eDx/p (BOXW) ASTRAGALS.
J 4.135"ASTRAGALS TO USE HEAVY-DUTY STILES
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J WIHANDLE#12p 232"
LLI EXT CORNER SILL RISERS OPTIONS 232"
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WIHANDLE#119 •062"
EXT CORNER#61 C EXTERIOR ��--j EXTERIOR T .062" � 4.055•
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#61 --►1 I-- ,750"
EXT CORNER #31 V T VS VF --�{ I-� 750" EXTERIOR
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ASSEMBLY DETAILS
106 FULL PANEL JAMB LENGTH
(SEE SHEETS 12-14 FOR FOR INSTALLATION DETAILS)
OR 61 105
LOCK PART 17
FULL LENGTH 14 75&107-110
14 106 OF JAMB 5 G3 60 OR 61 5
60 OR 61 E 16
E OR 61 2-TRACK JAMB
2-TRACK JAMB (SHOWN 6 SEE DETAIL G1
CLIP#105 WITH FOR FIXED
6"LONG OPERABLE PANEL CLIP LOCK PART
105 @ W/RETAINER#106 ) 80 75 a 107.110
113 �MIDSPAN (SHOWN WITH PANEL
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5 THE INTERIOR) EXTERIOR 103 113 75 8 107-11 103 FOREL CLIP
5 103 s0 0R 61
PANEL CLIP
�L EXTERIOR
14 v/ 15 5
112 E 18 17
123 FULL LENGTH Ci2 40 Ga 60 OR 61 EXTERIOR
Al X 3/4" OF JAMB 2-TRACK JAMB 2-TRACK JAMB EXTERIOR EXTERIOR eI1,EXTERIOR �
11
SMs,X 3 CLIP#80 OR#105 51 52 _ W/SCREEN �/
W/RETAINER#123 3-TRACK JAMB 3-TRACK JAMB 4-TRACK JAMB 4-TRACK JAMB
6"@NG 80 (SHOWN WITH H1 (SHOWN WITH H2 (SHOWN WITH IE (SHOWN WITH 2 (SHOWN WITH
MIDSPAN FIXED PANEL TO OPERABLE PANEL) FIXED PANEL TO FIXED PANEL TO OPERABLE PANEL)
so OR 61 THE EXTERIOR) 53 THE EXTERIOR) THE INTERIOR)
EXTERIOR 10,EXTERIOR
2 ��//
112 1 3 4
45 5 113 5 113 5
69
52 51 69 EXTERIOR 69 EXTERIOR
EXTERIOR 53 < I a
a Y_
SHOWN WITH 2-TRACK W/SCREEN 3-TRACK E 4-TRACK MAX.UNIT PPODOCr REVISED
OPT.SCREEN
�FRAMEHEAD �FRAMEHEAD eFRAMEHEAD HEIGHT PER -t--pbin-itt lb.Fk"
TRACK TABLES 13 AAccgM cNo�
nrL /d-oCz .03
e,pireebe Ih:e
53 69 69 69 �S
EXTERIOR EXTERIOR
52 51 72 OR 73 � 72 OR 73 72 OR 73
46 11 113 9 10
11 11
48 47 0 8
EXTERIOR 112 0 5 113 113
5 5
FRAME SIILLSCREEN eFRAME SILL FRAME SILL
`ITEM 61 SHOWN,ITEM 60 ALSO APPLICABLE,SEE TABLES
13,SHEETS 6-8 FOR DP(PSF)ASSOCIATED WITH STILE. rz_
Rend By. Oab Re✓aonx O°0�' 1...
1070 TECHNOLOGYDRNE VERTICAL SECTION DETAILS .�`r.'•• s''I "-
amsaer ner� ReNcbs: N VENICF,FL 34275 nex - ' '•
Rw W. oem: a�,w,�. W1)480.1s00 SERIES 670ALUM.SGD-NON-IMPACT
s.•m�rma: saw• sweA.LYNN MILLER,P.E.
01"ie+"0 C1iAo s ° CERT.OFAU7H.#29296 ® SGD-670 NTS 18 a 22 PGTO128 B P.E.#58705
JR 02120114
ASSEMBLY DETAILS
SEE SHEETS 12-14 FOR FOR INSTALLATION DETAILS)) 5 INTERIOR 61 113 118
*Ill
28 30 7
27 63 11 113
60 OR 61 62 111 63 60 OR 61
29 65
14
65EXTERIOR 111 62 90° EXTERIOR
�/ P-HOOK FOR.FLAT SILLS P-HOOK FOR BOX SILLS EXTERIORJLNTEIINTERIOR EXTERIOR
®j (EXT.OR INT.MOUNT) EXT.MOUNT ONLY a � INTERIOR
LOCK PART 103 LOCK PART7O 8K PART
7 110 60 OR 61
103 75&107-110 75 a 107-110 61 5
M INTERLOCK
14
113
60 60 61 61 116 5
EXTERIOR 113 fL EXTERIOR 113
11
�v/ 113 103 119 EXTERIOR 7
67 68
OUTSIDE
L1 WITH STANDARD STILES#60/6_E�\STANDARD ASTRAGAL#67 �WITH HEAVY-DUTY STILES HEAVY-DUTY ASTRAGAL 6#61 N1 20 RACK SHOWN CORNER N2 2-TRACK S OWNER 'ITEM#61(HEAVY-DUTYITEM
#60
STILE)SHOWN,ITEM#60
EXTERIOR BOX ASTRAGAL SHOWN EXTERIOR BOX ASTRAGAL SHOWN (STANDARD STILE)ALSO
(BOX-OUT)MAY ALSO BE INSTALLED (BOX-OUT)MAY ALSO BE INSTALLED APPLICABLE,SEE TABLES
TOWARDS INTERIOR(BOX-IN) TOWARDS INTERIOR(BOX-IN) 1-3,SHEETS 6-8 FOR DP
(PSF)ASSOCIATED WITH
STILES.
4 INTERIOR
31
LOCK PART PRODUC C REVISE®
4 INTERIOR 76 a 107-110 u wmptylog Mith the Flod&
5 k i0diag l:DOe
135° 5 Aneplun No /6—aLz .0;
4 INTERIOR Earlr o_0.1e
66,, LL.,
AfF.tY'Ib,tir P uci CDIt4o1
11
7
135°
14 5 fit 32
103
61
32 EXTERIOR B1
11 6
LOCK PART 31 103 61 �L,EXTERIOR 7
0a 107-110 1a E 135°INSIDE CORNER ,.,t,.,,•',..<,�., ,;
02 2-TRACK SHOWN
ja 135°OUTSIDE CORNER
01 2-TRACKSHOWN
1070TECNNOCOGYDRNE HORIZONTAL SECTION DETAILS,CORNERS
N.VENICE,FL 34275 •.:.. •'
RonE6y: �: tmw,,wx - "SERIES 670 ALUM.SGD-NON-IMPACT �'' �+ `•.
1p°" awc �iee° Oi°e"1i R.r A.LYNN'MIU R,P.E.
p sr Dm: are s Deter CERT.OFAI/7H.A29285 ® WD-67a NTS 19 -22 PGT0128 B P.E.N 58705
JR OP o,"
Item PGT pGT# Description Item PGT PGT It Description NOTES:
# Dw .# # Dw .# 1)ALL ALUMINUM=5063-T6
1 17306 617306 2-TRACK HEAD 60 17325 1 617325 PANEL STILE
84-99,
2 17303 617303 2-TRACK HEAD WITH SCREEN RAIL 61 17326 617328 PANEL STILE(HEAVY DUTY) 2)ITEMS#RE N T USED
D AND
ARE
3 17309 617309 3-TRACK HEAD 62 17327 617327 INTERLOCK ADAPTOR 121&AR ARE NOT USED AND ARE
4 17312 617312 4-TRACK HEAD 63 1225 6TP248 VINYL BULB WSTP.-THIN(INSIDE INTERLOCK) NOT PART OF THIS APPROVAL.
5 17314 617314 FRAME SCREW COVER 64 1729 71729 SILL END WEATHERSTRIP PAD 3)USE OF#12 OR#13 REQUIRES
6 1 17317 1 617317 FRAME HEAD/JAMB SCREEN ADD-ON 65 17328 617328 INTERLOCK SCREW COVER MIN.#10 SMS OR 3116"MASONRY
7 17304 617304 2-TRACK SILL 67 17329 617329 ASTRAGAL ANCHORS @ 24"MAX.O.C.
8 17301 617301 2-TRACK SILL WITH SCREEN RAIL 68 17339 617339 HEAVY DUTY ASTRAGAL
9 17307 617307 3-TRACK SILL r77
17324 617324 TOP 8 BOTTOM RAIL
10 17310 617310 4-TRACK SILL 17350 417350 WEATHERSTRIP EXTENSION(INJECTION MOLDED)
11 17313 617313 FRAME SILL TRACK INSERT 1695 71695 1-112"X 1"X3/4"HIGH FIN SEAL DUST PLUGS
12 17315 617315 FRAME SILL SCREEN ADD-ON(SEE NOTE 3) 8153 78153X TANDEM ST.STL.ROLLER ASSY.
13 '17316 617316 FRAME SILL SCREEN END ADD-ON(SEE NOTE 3) 8153 78153N TANDEM NYLON ROLLER ASSY.
14 17305 617305 2-TRACK JAMB SILICONE DOW-899,DOW-995 OR GE-7700
15 17302 617302 2-TRACK JAMB WITH SCREEN RAIL 8185 78185X GEMINI MORTICE 3-PLY DUAL LOCK W/LONG TRIM PLATE
16 17308 617308 3-TRACK JAMB 71032XIFPFX #10-32 X 1'FL.SS SCREW W1 TYPE"F"TIP
17 17311 617311 4-TRACK JAMB 7103239 1032 STEEL 2TNC U-NUT
18 17322 617322 SILL RISER-FLAT,FLUSH,1-112" 17358 617358 3/16 8 114"BEAD
19 17319 817319 SILL RISER-BOX FLUSH,1-112" 79 17357 617357 1"IG BEAD
20 17321 51732'1 SILL RISER-FLAT,LOW,2-112" 80 17359 617359 7/16"BEAD/F00=D PANEL CLIP
21 17318 617318 SILL RISER-BOX LOW,2-112" 82 1224 6TP247K VINYL BULB WEATHERSTRIP
22 17355 617355 SILL RISER-FLAT,MEDIUM,3.1/4" 83 61745 1745 LOWE INC,112'X 1116"SGL.SIDE ADH.TAPE,POLYETH.
23 17354 617354 SILL RISER-BOX MEDIUM,3-1/4' 100 8052 48052 ROLLER ADJ.HOLE PLUG
24 17323 617323 SILL RISER-FLAT,HIGH,4" 101 72087 JAMB BUMPER
25 17320 617320 SILL RISER-BOX HIGH,4" 102 1696 71696 DUSTPLUG
26 17333 617333 POCKET P-HOOK 103 8186 78166X 1'KEEPER
27 7070 67070 NEOPRENE BULB WSTP FOR P-HOOK 104 653 7SDKEEP SCREEN LOCK KEEPER
28 17334 617334 POCKET P-HOOK MOUNT 105 17344 617344 FIXED PANEL CLIP-8"LONG PRODL-C r REVISED
29 17335 617335 P-HOOK COVER 106 17352 617352 FIXED PANEL RETAINER-9/16' ae.•.e.vP!7i�z wish 16e FturW�
30 17341, 817348 POCKET P-HOOK FOR BOX RISER 107 1739 71739 HANDLE KIT-INTERIOR RAISED WITH THUMB TURN,USED WITH#75
A«e�1.o«N. /6—bGz -03
31 17376 617376 135 CORNER 108 1740 71740 HANDLE KIT-RAISED EXTERIOR HANDLE,USED WITH#75 Ei@ifroir 0.ee
32 17378 61737E 135 FOOD MOUNT 109 1731 78162SN HANDLE KIT-RECESSED INT.WITH THUMB TURN,USED WITH#75 L. �
ITEMS 40.53 ARE SCREEN PARTS: 110 1732 78178 HANDLE KIT-RECESSED EXTERIOR PULL,USED WITH#75 8l6� ui.mid
40 4319 612258 SCREEN SIDE RAIL-LOCKSTILE Ill 710X34PPSDAX#10 X3/4"PH.FN.TEK-B.S.
41 7LOCKWGSK SCREEN LOCKSET 112 1235 67S16 WSTP,.270 X.170-FIN SEAL
42 41818 SCREEN KEEPER SPACER SET 113 1712 64066 .187"X.230"FINSEAL
-43 8152 68152 SCREEN INTERLOCK ADAPTER 114 710XI15PPX #10 X 1-1/2"
44 4428 64428 SCREEN DOUBLE INTERLOCK 115 710XPPT #10 X 1"
45 4317 612256 SCREEN TOP RAIL 116 72OXlX #14-20 X 1"S.S.
46 4318 612257 SCREEN BOTTOM RAIL 117 720XI12X #14-20 X 1412'S.S.
47 668 7SRA2 STANDARD ROLLER 118 17336 617336 90 DEGREE CORNER RECEIVER
48 668 7SRAX STANDARD ROLLER-ST.STL. 119 17337 617337 90 DEGREE OUTSIDE CORNER ASTRAGAL
49 4344 64344 SCREEN ASTRAGAL 120 17338 6117338 90 DEGREE INSIDE CORNER ASTRAGAL
50 17349 617349 OXO SCREEN ASTRAGAL ADAPTER 123 17352 617352 FIXED PANEL RETAINER,7/8"
51 1692 61692 SCREEN SPLINE-.165'
52 1694 61694 SCREEN SPLINE-.150'
53 61816C20 SCREEN CLOTH
54 1725 112"X4"X 1116"SET.BLOCK,NEOPRENE 85+1_5 _ `"t
55 1726 1'X 4"X 1116"SET BLOCK,NEOPRENE 85+1Su.
-
Im,d A' Gem: �� eaio1m` � t
Gem f070TECHNOLOGYDR11WE PARTS LIST
N.VENICE FL 34275
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see. ®1B�' G°i°.N° �01' A.LYNN MILLER,P.E.
u.ener wa.: rseduae m CER7.OFAUTH.#2g298 L�T- SGOa70 WS 20 a 22 PGTO128 B P.E.#58705
JR 0220/14
5.069" 8.562" �j 1.36"
1.36" I+-
0.080"
1.872"
1 211" 1.505"
1 0.081" 1.019"
J 0.062"
0.081" O2_TRACK HEAD 10 4-TRACK SILL 0.081" SCREE
(6063-T6 AL) (6063-T6 AL) 40 STILE
6.198" (6063-T6 AL)
6.198" - ^� 6.520. 5.069"
0.080" � _
�I 1- 1.045"
1.211" -Iff 1.505"
y 1.993" 0.062"
eFl�� aj 1 3 L-61 �
0.081" O2-TRACK HEAD W/SCREEN TRACK-J �9 3-TRACK SILL
(6063-T6 AL) (6063-T6 AL) 1a 2-TRACK JAMB a5 TOP RAIL
SCREEN
(6063-T6 AL)
(6063-T6 AL)
2-TRACK JAMB Wl
7.1 D5" 6221" 15 SCREEN TRACK
0.080" (6063-T6 AL) 1.36"
-y 0.875"
1.505" E J�� � 11.211" !!!
+ 1.36" 1.993" j
0.081" 3O3-TRACK HEAD -J OB 2-TRACK SILL W/SCREEN TRACK I I L 0.062"
(6063-T6 AL) (6063-T6 AL) 0.081" SCREEN
46 BOTTOM RAIL
(6063-T6 AL)
9.142" 0.081"
4,49" -�
0.0801, --f
2 1" 1.505" 7.105"
KIOODCf REYISEO
iLl-A
u nwplyirtQ will 11r Ft d&
9.141" 6smlieq"Gde
0.081" �
O4 4-TRACK HEAD O7 2-TRACK SILL Ampteeoe No/tfOj
(6063-T6 AL) (6063-T6 AL)
' LACY f C j
0.060"
-•I 1.514" 0.062"
0.532" 0.760"
1.260.,
1 y 0.060" 1.516" 1990. "
-
OFRAME HEAD/JAMB SCREEN FRAME SILL SCREEN FRAME SILL SCREEN
ADD-ON 12 ADD-ON 18 END ADD-0N 15 3-TRACK JAMB "' '
(6063-T6 AL) (6063-T6 AL) (6063-T6 AL) (6063-T6 AL)
REQUIRES MIN.#10 SMS REQUIRES MIN.#10 SMS
OR 3/16'MASONRY OR 3/16"MASONRY t7 4-TRACK JAMB
SEE SHEET 17 FOR SILL RISERS. ANCHORS @ 24"MAX.O.C. ANCHORS @ 24"MAX.O.C. (6063-T6 AL)
10707ECHNOLOGYOBNE EXTRUSIONS
a Br. gym: neNeiau N.VENICE,FL 34275
Fear ��: Rom : 1s41}oearsoa SERIES 670 ALUM.SGD-NON-IMPACT
s.,wnu�c sma: smet ae.eaxn R°'' A.LYNN MILLER,P.E. i
m ar mw area°° om": CERT.OFAUTH.7f29296 ® WL70 NTS 21 d 22 PGTO128 B P.E.#58705 '
JR 0220/14 I
0.718" 2.304" 0.752"0.83" 3.802"
2„ 3.802" --�j �r
LI I 0.885"
0.574" D.796" 1.163"I
0.062" 0.080" 0.062" � 1
0.264" 0.233" J O.062"
;-=f�l
. "
OO SCREW COVER t t TRACK zs P-HOOK 28 gDAPP-HOOTOR OUNTING z9 COVER SCREW 0.080" 3g P-HOOK FOR BOX RISER
FRAME(6063-T6 AL) (6063-T6 AL) (6063-T6 AL) (6063-T6 AL) (6063-T6 AL) (6063-T6 AL)
4"
155" I 4"
i 2.30" 1.488"
0.080"
0.830" 0.062" 1.600 0.133" 1.600 ali
1.303"
080" 1.870" " 888"
.016" 0.325"
1.974'2.4 " 3.125" 3.125 0.062" f
2.44"
INTERLOCK INTERLOCK
31 135"CORNER 32 135"FIXED MOUNT 60 STANDARD STILE st HEAVY DUTY STILE s2 s5
ADAPTER SCREW COVER
(6063-T6AL) (6063-T6 AL) (6063-T6 AL) (6063-T6 AL) (6053-T6 AL) (6063-T6 AL)
3.979" - � 3.979" `
4.125"
JJL]I
T 1.050"��1.050" 1.050"
0.075" T
0.075" 1.646" 1.645" 0.062" 1.304" 289„
fffL- 611° 849"
�045" 045-
0.125"" 0.281" Fes- 3.25"
Os7 STANDARD ASTRAGAL 68 HEAVY DUTY ASTRAGAL 69 TOP/BOTTOM RAIL 79 GLAZING 80 7116"GLAZING 78 3/16"&1/4"
(6063-T6 AL) O(6063-T6 AL) O(6063-T6 AL) O BEAD(I.G.) O BEAD,FIXED O GLAZING
(6063-T6 AL) PANEL CLIP BEAD
(6063-T6 AL) (6063-T6 AL) PBODUCrREVIWD
1.003" twmlin »+te the Ft dk
1.03"
Atct~t No ( - �2 .U3
4„ Espintivt Ore tcn 2e2t�
5.621"
0.757" 0.080 �SL 1
ph&
0.050" �
tas FIXED � 0.709" 0.133"
PANEL CLIP III 11 2.893" 0.133"
PANE T6 AL) Iu I 1.498" 1.498"
.550"
-►I 0,863 L 0.080"
FIXED PANEL 5.621" 4„
0.709" 123 RETAINER,7/8" t20 90°INSIDE CORNER ASTRAGAL l"`; >
0.080" -y1F� (6063-T6 AL) 2'826 N9 90°OUTSIDE CORNER ASTRAGAL (6063-T6 AL)
O90"INSIDE/OUTSIDE (6063-T6 AL)
FIXED PANEL 116
t06 RETAINER,9/16" CORNER RECEIVER `
(6063-T6 AL) (6063-T6 AL)
R, o, 1070TECHNDLOGYDRNE EXTRUSIONS
VENICE,FL 34275 *b:
�t Re NkNc SERIES 670 ALUM.SGD-NON-IMPACT
ar. oem: cnedmae oae: 6ai ada1t ReO A.LYNN MILLER,P.E.
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