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v Prndurt Approval Menu>Product or Aoolication SgAMq>Application List>Application Detail
MAY, 17 2016
0
FL# FL251-R27
Application Type PER.r�I�1C
Cade Version St. Lucie County, FL
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 PGT industries
Address/Phone/Email e
North Venice,FL 34275
(941)486-0100 Ext 22318
druark@pgtindustries.com
Authorized Signature Jens Rosowski
jrosowski@pgtindustries.com
Technical Representative Jens Rosowski
Address/Phone/Email 1070 Technology Drive
Nokomis,FL 34275
(941)486-0100 Ext 21140
jrosowski@pgtindustries.com
Quality Assurance Representative
Address/Phone/Email
Category Exterior Doors
Subcategory Sliding Exterior DooDAssemblies
Compliance Method Certification Mark or Listing
Certification Agency Miami-Dade BCCO-CER
Validated By Miami-Dade BCCO-VAL
Referenced Standard and Year(of Standard) �tandard 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
G FL Il Model,Number or Name Description
251.1 JSGD-670(Non-Impact) Aluminum Sliding Glass Door
Limits of Use Certification Agency Certificate
Approved for use In HVHZ:Yes FL251,,,R27 C CA,' 15.101_3._4.odf f
Approved for use outside HVHZ:Yes Quatlty 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 SGD-670HP(Non-Impact) Aluminum Sliding Glass Door I
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL251 R27 C CAC 15-0106.07 HP.odf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
I Impact Resistant:No 03/24/2020
' Design Pressure:N/A Installation Instructions
Other:Please see Miami-Dade County Notice of Acceptance(NOA)for FL251 R27 11 15-0106.07 HP.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:
251.3 SGD-680(Non-Impact) Aluminum Sliding Glass Door
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL251 R27 C CAC 15-0609.11.1)df j
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:No 03/18/2019
Design Pressure:N/A Installation Instructions
Other:Please see Miami-Dade County Notice of Acceptance(NOA)for FL251 R27 1. 15-0609.11.1)df
product performance information,anchorage details,and anchor type, Verified By:Miami-Dade BCCO-CER
size,and spacing information. Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
251.4 IC ISGO-770(Large Missile Impact) WinGuard Aluminum Sliding Glass Door
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL251 R27 C CAC 15-1013.15.odf
Approved for use outside HVHZ:Yes Quality AsContract Expiration Date
Impact Resistant:Yes /2020
Design Pressure:N/A Installation I���
Other:Please see Miami-Dade County Notice of Acceptance(NOA r FL251 R27 ti I
product performance Information,anchorage details,and anchor type,
size,and spacing information. Created by Independent Third Party:
Evaluation Reports I
Created by Independent Third Party:
251.5 JSGD-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 HP I-M.odf
product performance Information,anchorage details,and anchor type, Verified By:Miami-Dade BCCO-CER
size,and spacing information. Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
251.6 JSGD-770HP(Small Missile Impact) WinGuard Aluminum Sliding Glass Door
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL251 R27 C CAC 15-0106.09 HP SM.odf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date 1
Impact Resistant:Yes 03/24/2020 i(
Design Pressure:N/A Installation Instructions
Other:Please see Miami-Dade County Notice of Acceptance(NOA)for FL251 R27 11 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: '
j Evaluation Reports
Created by Independent Third Party:
251.7 jiSGD-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.udf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 08/02/2017
Design Pressure:N/A Installation Instructions
Other:Please see Miami-Dade County Notice of Acceptance(NOA)for FL251 R27 II 15-0903.09.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:
251.8 SGD-2500(Non-Impact) Aluminum Sliding Glass Door
Limits of Use Certification Agency Certificate
Approved for use In HVHZ:Yes FL251 R27 C CAC 15-0609.10 DR.ndf
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 It 15-0609.10 DR.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: j
251.9 SGO-3030(Large Missile Impact) Architectural Systems Aluminum Sliding Glass Door ;
Limits of Use Certification Agency Certificate ,
Approved for use in HVHZ:Yes FL251 R27 C CAC 15-0612.06 L M.ndf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 02/14/2018 I
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.Florida Building Code Online Page 3 of 3
Design Pressure:N/A - Installation Instructions
Other:Please see Miami-Dade County Notice of Acceptance(NOA)for FL251 R27 II 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
i Created by Independent Third Party:
{251.10 SGD-3030(Small Missile Impact) Architectural Systems Aluminum Sliding Glass Door
li Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL251 R27 C CAC 15-0612.07 SM.ndf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 02/14/2018
j Design Pressure:N/A Installation Instructions
Other:Please see Miami-Dade County Notice of Acceptance(NOA)for FL251 R27 II 15-0612.07 SM.ndf
product performance information,anchorage details,and anchor type, Verified By:Miami-Dade BCCO-CER
size,and spacing information. Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
251.11 SGD-5470(Non-Impact) Vinyl Sliding Glass Door
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL251. R27 C CAC 15_1710_07.ndf
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 R27 Ii 15-12.1y'1_Q2 jL f
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:
251.12 SGD-5570(Large Missile Impact) Vinyl Sliding Glass Door
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL251. R27 C CAC 15-1210.0l.od(
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 Independent Third Party:
r
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:
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MIAMI•DADE MIAMI-DADE COUNTY
RIM PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208
BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599
NOTICE OF ACCEPTANCE (NOA) www.miiimidadLgov/economy
PGT Industries,Inc.
1070 Technology Drive
North Venice,FL 34275
SCOPE:
This NOA is being'issued under the applicable rules and regulations governing the use of construction
materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER -
Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority
Having Jurisdiction(AHJ).
This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control
Section(In Miami-Dade County) and/or the AHJ(in areas other than Miami-Dade County)reserve the right
to have this product or material tested for quality assurance purposes. If this product or material fails to
perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may
immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER
reserves the right to revoke this acceptance, if it is determined by Miami—Dade County Product Control
Section that this product or material fails to meet the requirements of the applicable building code. -
This product is approved as described herein, and has been m 1 with the Florida Building
Code,including the High V urrrcane Zone.-
DESCRIPTION: ries"SGD-770"Aluminum Sliding Glass Door w/900&135°corners—L.M
APPROVAL DOCUMENT:Drawing . o.PGT0130, title cries 770 Alum. SGD-LM Impact", sheets
1 through 22 of 22, dated 10/10/14,with revision A dated 10/08/15, prepared by manufacturer, signed and
sealed by Lynn Miller, P.E., bearing the Miami-Dade County Product Control Revision stamp with the
Notice of Acceptance number a . n a e y t e lam- trot Section.
MISSILE IMPACT ING:Large and Small Missile Impact Resistant
LABELING: Each unit shall ear a e or logo, city, state,
model/series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise
noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been
no change in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change
in the materials, use,and/or manufacture of the product or process. Misuse of this NOA as an endorsement
of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure
to comply with any section of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and
followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is
displayed,then it shall be done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its
distributors and shall be available for inspection at the job site at the request of the Building Official.
This NOA revises NOAH 14-0128.11 and consists of this page 1 and evidence pages E-1 and E-2,as well as
approval document mentioned above.-
The submitted documentation was reviewed by Manuel Perez,P.E.
QZNo. 15-1013.15
MIAMI•DADE COUNTY 1 Expiration Date: February ,
�4 f 2D 15 Approval Date: October 29,2015
Page I
PGT Industries,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. . Manufacturer's die drawings and sections.
(Submitted under NOA No. 14-0123.10)
2. Drawing No. PGT0130, titled "Series 770 Alum. SGD -- LM Impact", sheets 1
through 22 of 22, dated 10/10/14, with revision A dated 10/08/15, prepared by
manufacturer, signed and sealed by Lynn Miller,P.E.
B. TESTS
1. Test reports on: 1)Air Infiltration Test,per FBC, TAS 202-94
2)Uniform Static Air.Pressure Test,Loading per FBC,TAS 202-94
3)Water Resistance Test,per FBC,TAS 202-94
4) Large Missile Impact Test per FBC,TAS 201-94
5) Cyclic Wind Pressure Loading per FBC, TAS 203-94
6)Forced Entry Test,per FBC 2411.3.2.1, and TAS 202-94
along with marked-up drawings and installation diagram of an aluminum sliding glass
door,prepared by Fenestration Testing Laboratory, Inc.,Test Report No.FTL-7554,
dated 11/01/13,signed and sealed by Marlin D.Brinson,P.E.
(Submitted under NDA No. 14-0123.10)
2. Test reports on: 1) Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94
2)Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94
3) Water Resistance Test,per FBC,TAS 202-94
4)Large Missile Impact Test per FBC,TAS 201-94
5) Cyclic Wind Pressure Loading per FBC, TAS 203-94
6)Forced Entry Test,per FBC 2411.3.2.1,.and TAS 202-94
along with marked-up drawings and installation diagram of an aluminum sliding glass
door,prepared by Fenestration Testing Laboratory,Inc.,Test Reports No.:
FTL-5980-R, FTL-6001-R and.FTL-6015-R, which have been revised and reissued
on 12/29/09,all signed and sealed by Julio Gonzales,P.E.
(Submitted under NOA No. 09-0826.10)
3. Test reports on: 1)Air Infiltration Test,per FBC, TAS 202-94
2)Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94
3) Water Resistance Test,per FBC,TAS 202-94
4)Large Missile Impact Test per FBC,TAS 201-94
5) Cyclic Wind Pressure Loading per FBC,TAS 203-94
6)Forced Entry Test,per FBC 2411.3.2.1,and TAS 202-94
Manuel ere ,P.E.
Product Contro Ex miner
NOA No. 15-1013.15
Expiration Date: February 17,2020
Approval Date: October 29,2015
E-1
PGT Industries,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
B. TESTS(CONTINUED)
3. (CONTINUED)
along with marked-up drawings and installation diagram of an aluminum sliding glass
door,prepared by Fenestration Testing Laboratory,Inc., Test Reports No.: FTL-5980,
FTL-5993, FTL-6036, FTL-6001, FTL-6014, FTL-6015, FTL-6017, FTL-6023,
FTL-6024, FTL-6025, FTL-6028, FTL-6.031, FTL-6033 and FTL-6036, all dated
08/10/09 and signed and sealed by Julio Gonzales,P.E.
(Submitted under NOA No. 09-0826.10)
4. Additional Reference Fixed Window Test Report No.FTL-7897(Cardinal spacer),
per TAS 201,202&203-94, issued by Fenestration Testing Laboratory,Inc.
(Submitted under NOA No. 15-043 0.08)
C. CALCULATIONS
1. Anchor verification calculations and structural analysis,complying with FBC-5th
Edition (2014),dated 01/30/15,prepared by manufacturer,signed and sealed by
Anthony Lynn Miller,P.E.
(Submitted under previous NOA No. 14-0128.11)
2. Glazing complies with ASTM E1300-04
D. QUALITY ASSURANCE
1. Miami-Dade Department of Regulatory and Economic Resources (RER).
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America,Inc.for their
"ButaciteO PVB Glass Interlayer"dated 04/25/15,expiring on 12/11/16,
2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America,Inc.for their
"SentryGlas®(Clear and White)Glass Interlayers"dated 06/25/15, expiring on
07/04/18.
F. STATEMENTS
1. Statement letter of conformance, complying with FBC-5tb Edition (2014), dated
October 8, 2015, issued by manufacturer, signed and sealed by Anthony Lynn Miller,
P.E.
2. Statement letter of no financial .interest, dated October 8, 2015, issued by
manufacturer, signed and sealed by Anthony Lynn Miller,P.E.
G. OTHERS
1. Notice of Acceptance No. 14-0128.11,issued to PGT Industries,Inc. for their Series
"SGD-770"Aluminum Sliding Glass Doors w/90° 135°corners -L. I. approved
on 02/12/15 and expiring on 02/17/20.
Manuel P e ,P.E.
Product Control x miner
NOA No. 1'5--1013.15
Expiration Date: February 17,2020
Approval Date: October 29,2015
E-2
SERIES 770, IMPACT RESISTANT SLIDING GLASS DOOR TABLE A:Group anchor Substrate Frame Min.Edge Min.
Member Distance Embedment
INCLUDING.POCKETS & 900/1350 CORNERS
concrete(MM 8-5 kai) HBad/SR/Jamb 1. 1318'
GENERAL NOTES 1 114'Elco Ullrecon Ungrouted CMU,(ASTM 690) Jamb only 2.112' 1-114'
1)GLAZING TYPE OPTIONS:SEE TABLE B,THIS SHEET&GLAZING DETAILS ON SHEETS 4&5. Grouted CMU(ASTM 690,min.2 kal grout) Jamb only 2-112' 1314'
2)DESIGN PRESSURES: 114'Elco 410 S.S. Concrete(min.3.35 i(al) Head6511VJamb 1' 1314'
A.NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E1300. 2 CreleFlex Ungrouted CMU,(ASTM 690) Jamb only 2-112• 1-114'
B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E1300. P.T.Soulhem Plne SG-0.55Headl5181Jamb 1• 1.395'
3 ANCHORAGE:THE 33-113%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS 114•Elco Ultrecon Concrete(min.2.85 ksl) Head/SIR 1• 1318
PRODUCT. MATERIALS,INCLUDING BUT NOT LIMITED TO STEEL SCREWS,THAT COME INTO CONTACT Ungrouted CMU ASTM C-90Jamb only 1• 1.114•
WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE CURRENT FLORIDA 012,18.8 or410 P.T.Southern Plne(50=0.55) Head/SllUJamb 9166 .066'
BUILDING CODE.FOR ANCHORAGE DETAILS SEE SHEETS 6-14. B.S.SMS, Aluminum,8083 TS' Head/Sill/jamb 3/e 0.083•
3 (min.11 lhreadeAn) Steel,A36' HoadISlll/Jamb 316• 0.050'
4)SHUTTERS ARE NOT REQUIRED PER FBC REQUIREMENTS,AS APPLICABLE. Steel Stud,A853 Gr.33' HeedISIR/Jamb 318• 0.0451'
5)INSTALLATION SCREWS,FRAME SPLICES,FRAME AND PANEL CORNERS TO BE SEALED WITH Concrete(min.3.275 ksl) Head/SIII/Jamb 1-112' 1316'
NARROW JOINT SEALANT. Or Elco 18.8 S.S. Ungrouted CMU,(ASTM C-90) Jamb only 2' 1-114'
6)REFERENCES:ELCO ULTRACON,CRETEFLEX AND AGGREGATOR NOA'S,ANSUAF&PA NDS FOR Aggre-Gator Grouted CMU(ASTM 090,min.2 ksl grout) Jamb only 2' 2'
WOOD CONSTRUCTION AND ADM,ALUMINUM DESIGN MANUAL. P.T.Southern Pine SG=0.55) HeadISly/Jamb 1• 1 1368'
7)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE P.T.Southern Pine(SG=0.55) Head/SIIVJamb 9/16• 1318•
CURRENT FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ). 4 #12,Steel SMS G5, Aluminum,6063-T5 Head1SIIVJemb 318' 0.083•
8)DOOR SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS PER CURRENT (min.it IhmadaAn) Steel,A36• HoadISIIVJamb 318' 0.050'
FLORIDA BUILDING CODE,AS APPLICABLE. Steel Stud,A853 Gr.33' Head/Sig/Jamb ale° 0.0451•
TEST REPORTS:FTL-5980,FTL-5993,FTL-6001,FTL-6014,FTL-6015,FTL-6017,FTL-6022,FTL-6023, 'MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE.METAL SUBSTRATE TO MEET MIN.
FTL-6024,FTL-6025,FTL-6028,FTL-6031,FTL-6033,FTL-6036 AND FTL-7554 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
ANCHOR NOTES ALL SPECIFIC P-HOOK REQUIREMENTS.
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.
2)FOR OTHER SUBSTRATE APPLICATIONS SEE TABLE ON THIS SHEET. NOA DRAWING MAP
3)WOOD BUCKS DEPICTED AS 1X ARE LESS THAN 1-1/2-THICK.PROPERLY SECURED,IX WOOD BUCKS ARE OPTIONAL IF UNIT IS
INSTALLED DIRECTLY TO SOLID CONCRETE.WOOD BUCKS DEPICTED A S 2X ARE 1-112"THICK OR GREATER.1X AND 2X BUCKS SHEET
(WHEN USED)SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE.BUCK DESIGN AND INSTALLATION IS THE GENERAL NOTES.............1
RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD&TO BE REVIEWED BY THE BUILDING OFFICIAL. EXAMPLE CONFIGS..........2-3
4)METAL SUBSTRATE TO MEET MIN.STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO GLAZING DETAILS............4,5
BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. ANCHORAGE.....................6-14
5)IF SILL IS TIGHT TO SUBSTRATE,GROUT OR OTHER MATERIAL IS NOT REQUIRED.IF USED,NON-SHRINK,NON-METALLIC GROUT, DESIGN PRESSURES.......6-8
MAX.1/4•THICK&3400 PSI MIN.,(DONE BY OTHERS)MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT INSTALL DETAILS..............12-14
TO THE SUBSTRATE,AND TRANSFER SHEAR LOAD TO SUBSTRATE.IF SUBSTRATE IS WOOD,30#FELT PAPER OR MASTIC IS ELEVATIONS.....................15,16
REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE,OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. PANEL/SILL TYPES.........17
TABLE B,SEE DETAILS ON SHEETS 4&5 CROSS SECTIONS............18,19
PARTS LIST.......................20
Glass Description(Listed from Exledor to Interior) EXTRUSIONS....................21,22
Type
G 7/16•Laminated:(2)Lite&of 3116'HS Glass with.090'PVB Intedayer Approved as tomplyia(wilk rift
G3A 9 nae ss Florida x
DESIGN PRESSURE RATING IMPACT RATING Dek_S�
G4 7116'Laminated:(2)Was 013118'HS Glace with.080'SG InterlayerDESIGN
TABLES 1,2&3 ON RATED FOR LARGE 8 SMALL NOAH
G4A 9/16'Leminaled:(2)Utes of 114•FIS Glass vdlh.090'SG Interlayer "I'm a'
Rede Product
GS 1'Laminated LO.:3118'TExlerior Cep+3!8"Air Space+7MV Laminated;(2)Liles of 3116'HS Glass Wth.090'PVB Intedayer SHEETS 6,7&B MISSILE IMPACT RESISTANCE
G5A 1'Laminated LO.:1/4"T Exterior Cap+6116'Air Space*7118•Laminated;(2)Utes of 3116•HS Gleas vAth.090•PVB Interlayer D7'
G6 V Lamineted LG.:3116"T Exledor Ca +3I8•Air Space+7/16•Laminated;2 L6es of 3116'HS Glass vAlh.090'SG Irdede er GLAZING NOTES: /
GIIA V Laminated 1.0.:114•T Exterior Cap+6118•Air S ce+7116'Laminated;(2)LBes of 3118•HS Glass Wth.090'SO Intedayer "ANN"=ANNEALED `�� pN'(,...... Mi
G7 7/16'Laminated:2)Utes o1311V ANN Glass with.090•SG Interlayer "HS"=HEAT STRENGTHENED ���.•' 1GENgF'•(�c�p'�
07A 8118'Laminated:(2)Liles of 1/4•ANN Glass vAlh.090'30 Interlayer "T"=TEMPERED Q
PVB
G8 1•Laminated I.G.:3116°TExterior Cap+3/8'Air space+7116•Laminated;(2)Utes of 3116' A9
ANN Glass with 0'SG Interlayer " '_.090"E T RYGLA B BY KURARAFlo.58705
A AMERICA,INC. = ��:•
GaA 1'Lamineted I.G.:114•T Exledor Cap+5118•Air Space+7116•Leminaled;(2)Lltes 01`3!16'ANN Glass vAth.090•SG Interlayeraft _.090"SNTYGLA Y KURARAY AMERICA,INC.
/°rEO
anwrSC 10/&4015 A UPDATED INTERLAYER MANUFACTURER, f0707ECHNOLOOVORIVE GENERAL NOTES AND MAP T•.• STA
R.wN.VENICE,PL 91775 1`r •'••;�,t 0121DP,.•'G\
ne,x (afP80-foo SERIES 770 ALUM.SGD-LM IMPACT �'�S'�'/UiVN
M.wa.e e d 22 ra.�o POT0130 n.1` kuYNNMILLEk;�.E.
R iWw' om. CERT.OFAUTH.879700 ® soo-no NT$ 1 A P.E.#58705
CONFIGURATIONS NOTES:
EXAMPLE CONFIGURATIONS 1)ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS
POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB
MAX.UNIT WIDTH MAX.UNIT WIDTH LOCATIONS USING DETAIL"JW',"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
PER TABLES 1-3 Ac PER TABLES 1-3 CAN BE OXXXp.
ter i ted i 2)90"&135"CORNER CONFIGURATIONS CAN BE A COMBINATION
OF ANY 2 STRAIGHT CONFIGURATIONS.
I Iz�
MAX.UNIT Jw c °n o MAX.UNIT 13 w 14 i�9 3)FOR NOM.PANEL WIDTH,SEE TABLES 1-3.
HEIGHT / I rc HEIGHT
PER TABLES 1-3 j �' PER TABLES 1-3 "X'=OPERABLE PANEL,
O"=INOPERABLE PANEL,
POCKET
POCKET POCKET i POCKET i p DETAIL LETTER
_tl f___1 x "v/'=WOOD OR METAL INSTALLATION
1-PANEL 2-PANEL "C"=CONCRETE INSTALLATION
1 3
CONFIGURATIONS CONFIGURATIONS L—SHEETNUMBER
MAX.UNIT WIDTH
MAX.UNIT WIDTH DLO WIDTH=NOM.PANEL WIDTH-7"
NOM.PANEL WIDTH A NOM.PANEL WIDTH DLO HEIGHT=DOOR UNIT HEIGHT-10.125"
PER TABLES 1-3 3 PER TABLES 1-3 3 z PANEL HEIGHT=DOOR UNIT HEIGHT-1.866"
—1�•T--i —1�J----�
I
1 9 o I
IlL
3 9 s 1 o& MAX.UNIT ` s 1sCLL PER 1s 1 i o 4 o
MAX.UNIT HEIGHT 3 I n n HEIGHT
PER TABLES 1-3 I g € TAB ES 1-3 ' 3 i$
POCKET I POCKET
3-PANEL CONFIGURATIONS 4-PANEL CONFIGURATIONS
1 1 13 1 3
MAX.UNIT WIDTH MAX.UNIT WIDTH
NOM.PANEL WIDTHNOM.PANEL WIDTH 3
PER TABLES I3 12 13 3 PER TABLES I-3
I C
JW Jc I ♦ppmved ae mmPlylug x'UY l0*
1 19 19 14 1 Q Ff.ddn d
Uxl�
c ,�14 I W& MAX.UNIT 9 z SEE NOAd °
MAX.UNIT j o y HEIGHT NOTE 614m1 o e eeodu4l
HEIGHT 1 s 19 s I a o PER 19
PER TABLES 1-3 TABLES By..
w TABLES 1 3 a w
I
POCKET
0.
N
5-PANEL CONFIGURATIONS TYP
IF 3t -
CORNER, . , 1 c.53705
(OUTSIDE CORNER SHOWN, '((- –
INSIDE CORNER SIMILAR �J tsllAl
c (a
R"r"es,s a� RnYMn• poen .) OF �C(/` ,..
SC 10A120f5 A O CHANGES THIS SHEET ���' -,tomo. \.•'G\. -
N.V NICH F:,,--ORNE EXAMPLE CONFIGURATIONS
N.VENICE FL 34276 *� ���������)nf,^,-�Cl
R Wto.' R R41�484gpp SERIES 770 ALUM.SGD-LM IMPACT
aieuee �. 801 A.LYNN MILLER,P.E.
JR 10/10/14 CERT.OFAUTH.#29290 m SGO.770 NTS 2 d 22 PGT0130 A P.EA 58705
EXAMPLE CONFIGURATIONS
CONFIGURATIONS NOTES:
MAX.TESTED UNIT WIDTH= 1)ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS
355-7/16"@ 96"HEIGHT POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB
300.1/4"@ 120"HEIGHT LOCATIONS USING DETAIL"Jw","Jc","KW OR"Kc"INSTALLATION.
NOM.PANELWIDTH 2 EXAMPLE:4-PANEL XXXX IN POCKET(p)CONFIGURATION CAN BE
PER TABLES 1-3 pXXXXp,pXXXX OR XXXXp.OXXX IN POCKET CONFIGURATION
—sir---i CAN BE OXXXp.
iljw1 91111
1s 9 19 t c i > 2)90°8135°CORNER CONFIGURATIONS CAN BE A COMBINATION
i 3 9 9 LLL
9 1 to I o$o OF ANY 2 STRAIGHT CONFIGURATIONS.
IL
MAX.UNIT I a ti
HEIGHT, 1 1 9 j w 3)FOR NOM.PANEL WIDTH,SEE TABLES 1-3.
96"OR 120" /
"X"=OPERABLE PANEL,
POCKET i "O"=INOPERABLE PANEL,
_per_ IV=POCKET
6-PANEL CONFIGURATIONS
3 1 3 DETAIL LETTER
MAX.UNIT WIDTH /kms. w =WOOD OR METAL INSTALLATION
® "c'=CONCRETE INSTALLATION
NOM.PANEL WIDTH c SHEET NUMBER
PER TABLES 1-3 1 13 1
—per---�
Jw c t DLO WIDTH=NOM.PANEL WIDTH-7"
13 9U-9V 19 VU9 14 I DLO HEIGHT=DOOR UNIT HEIGHT-10.125"
c12NI w o PANEL HEIGHT=DOOR UNIT HEIGHT-1.866"
1 1 19 19 18 19 19 1 1 I C,K o
MAX.UNIT 9 /Z I P,z
HEIGHT 1 13 9
PER TABLES 1-3 �
POCKET
—per---� -
7-PANEL CONFIGURATIONS
3 1 1
MAX.UNIT WIDTH
NOM.PANEL WIDTH w A 1
3 3
PER TABLES 1-3
—sir----
J c I - Appmreda.me+plylaxWILL LL.
1 13 19 Flom d
w 19 9 1 I NOAd�
/ 1040
MAX.UNIT Ic I�a m ml ode Pmdud
HEIGHT t 13 19 19 t / i Or
PERTABIyLESI3
pPOCKETJ w :� .•'•�+GE�ISF'••(F,p
8-PANEL CONFIGURATIONS r 1C' No.58705 _" l
Ay
UT STN L 0
so iWS/1015 A e� OCHANGES THIS SHEET 10707ECHNOLOGYDRWE EXAMPLE CONFIGURATIONS ;F.` '••F<oR1UP!•'G\�
0W. R°rWmc N.VENICE,F134Y75 nw S�SI/ G �
SERIES 770 ALUM.SGD-LM IMPACT
sw.uae sor erre o,..ncw A.LYNN MILLER,P.E.
o.,mer cw. CERT.OFAU7H.Ats280 ® S06770 NTS 3 d 22 PIST0130 A P.E.#55705
JR 10/10/14
GLAZING DETAILS (G3, G3A, G4, G4A, G5 &G5A)
7116"N 7/16"NOM. 1"NOM.
3/16" GLASS--\ 3/16"HS GLASS 3116"HS GLASS
.090"PVB
.090"PVB 090"SG 3116"HS GLASS
3/16"HS GLASS 74 3/16"HS GLASS 74 318"AIR SPACE 7a
62 82 3116"T GLASS
83
EXTERIOR 314"NOM. EXTERIOR 3/4"NOM.
GLASS (� GLASS 3/4"NOM.
BITE `+ BITE 56 GLASS
BITE
EXTERIOR
80 BO
79
54 54
55
7/16"LAMINATED GLASS TY P G3 7/16"LAMINATED GLASS,TYPE G4 1"LAMINATED I.G.GLASS,TYPE G5
9116"NOM. 9116"NOM. 1"NOM.
3/16"HS GLASS
1/4"HS GLASS 1/4'HS GLASS 090"PVB
.090"PVB .090"SG 3/16"HS GLASS
1/4"HS GLASS 74 1/4"HS GLASS 74 5116"AIR SPACE 74
114"T GLASS
82 82
83 le
3/4'NOM. 3/4"NOM.
EXTERIOR GLASSS EXTERIOR GLASS 58 < 3/4"NOM.
a BITE a BITE GLASS
BITE
EXTERIOR
e, 81 a
79
54 54 ♦ppmvedmmmplylmgwWft
55 F1Id-g O
U"fe
TIOAN
ml a rodpd
9/16"LAMINATED GLASS,TYPE G3A 9/16"LAMINATED GLASS,TYPE G4A 1"LAMINATED I.G.GLASS,TYPE G5A
UY
GLAZING NOTES:
"ANN"=ANNEALED
"HS"=HEAT STRENGTHENED = c: }�
'T'=TEMPERED — Ido.53705
"PVB"=.090"BUTACITE P �$Y KURARAY AMERICA,INC. LX-
"SG"=.090"SENTRYGLAnY KURARAY AMERICA,INC. ='"0 � I o 2 o IS (!�;
SC 10/B@O1b A UPDATED INTERLAYER MANUFACTURER 1070 TECNNOLOOYDRNE GLAZING DETAILS F \
" � NVtT4CE,FL 94176 ..(ORIO 1,
lalrya9aTaoo SERIES 770 ALUM.SGD-LM IMPACTNI�L I `
_ A.LYNN MILLER,RE,
SJR 10/10/14 amm ft. CERT.OFAUTH d2 M �' SOD-770 NTS '¢ v 22 PGT0130 A P.E.p 58705
GLAZING DETAILS (G6, G6A, G7, G7A, G8 & G8A)
1"NOM. 7/16"NOM. 1"NOM.
3116"HS GLASS 3116"ANN GLASS,--\ 3/16'ANN GLASS
.090"SG 090"SG '
3/16"HS GLASS .090"SG 3116"ANN GLASS
3/8"AIR SPACE 74 3116"ANN GLASS 74 318"AIR SPACE 74
3/16"T GLASS 3116"T GLASS
- 82
83
83
EXTERIOR 3/4"NOM. 314"NOM.
3/4"NOM. aGLASS 56 GLASS
56 GLASS BITE
BITE
BITE EXTERIOR
EXTERIOR
a80 79
79
54 b5
55
1"LAMINATED I.G.GLASS,TYPE G6 7/16"LAMINATED GLASS,TYPE G7 1"LAMINATED I.G.GLASS,TYPE G8
1"NOM. 9/18'NOM. 1"NOM.
3/16"HS GLASS 114'ANN GLASS 3/16"ANN GLASS
.090"SG .090"§G-
3/16"HS GLASS .090"SGkG
3116"ANN GLASS
5116"AIR SPACE 74 1/4"ANN GLASS5116"AIR SPACE 74
1/4'T GLASS IX'T GLASS
— 62
83 % 83
314"NOM. EXTERIOR 314"NOM.
56 GLASS a 56 GLASS
BITE BITE
EXTERIOR
aEXTERIOR
6, a
79 7e
�PPwved a wwPlTing x1H 11►
55 55 Florida
Dau
NnAa
MAmI De�'todud
V'LAMINATED I.G.GLASS,TYPE G6A 9/16"LAMINATED GLASS,TYPE 137A 1"LAMINATED I.G.GLASS,TYPE GSA IIY
GLAZING NOTES: ZO r
NI L.....YNN'I,
"ANN"=ANNEALED . .•'�SGF.NSE '•.
"HS"=HEAT STRENGTHENED '
.T'=TEMPERED -:7
'h r' No.56705
"PVB"=.090"BUTACITE P &BY KURARAY AMERICA,INC.
"SG"=.090"SENTRYGLAY KURARAY AMERICA,INC. D'•,L� �
- ., Cu2u I ul
RanJay. oeb: ReNlblr aol ' �) SI:A L Of= ��J\
/83015 A UPDATED INT&LAYER MANUFACTURER }0707ECHNOLOOY DRNE GLAZING DETAILS P fC OR1PdS0F;
%<
SC !0 ; •. .. .• ate'
. �„: RM,bt� N.VENICE FL 31776 *� '�,i5s�p , •�.�c�,.,•
SERIES 770 ALUM.SGD-LM IMPACT l,,�••`
1P1t}1so lsoo
W ws aoem o.� .11 J'
s�5 o'"bM' A.LYNN.E.#58 05 P.E.
✓R !01!0/!4 CERT.OFAUTN.#29296 ® SDD-770 IJTS 5 d 22 POTOi30 A P.El!58705
TABLE 1: TABLE 1A:
Design Pressure(DP)and Anchor Quantities Required,(for all approved Maximum DP for all sizes:+601-60 SIII Height to Max.(+)DP
configurations on Sheets 2&3) (Water Iniltration Rating)
(May be limited by Table 1A)
For comer astragal anchorage on 90"or 135°comer units,see sheet 11 Sill Riser Height (+)Design
Door Unit Height (Flat or Box,see pressure, l
Table applies to Glass 80" 84- 9(" 96" Sheet 17)
Types 3,3A,5,5A,7,7A,8 -7/8"DLO 3-7/8"DLO 79--7/8"DLO O Flush-1-1/2' sea note 3
&8A and the Stile/Astragal Anchor Group Anchor Group Anc or Group Anchor Group +46.
types shown below. 1 2 3 1 4 1 2 3 1 4 1 2 1 3 1 4 1 2 1 3 4 Madium-3-1/4" +60.0
Head/Sill S C4+1 +1F67
Fr7
+1 +1 C4+1 +1 C4+1 + C4+1 C4+1 C4+1 C4+ 64+1 C4+ ---+69.0
24" DLO Jamb 6 8 8 8 8 8 8 8 8 8 8 8 8 SEE NOTES 1-3
P-hook 8+7 6+78 7+8 7+8 7+0 7+8 7+8 7+6 7+8 7+8 7+8 7+8 7+8
Head/Sill C4+1 C4+1 +1 C4+1 C4+1 Cil+1 C4+1 C4+1 C4+1 C74+1 C4+1 04+1 C4+1 C4+1
DLO Jamb 8 8 B B 8 8 8 8 8 B 8 6 B
P hook 6+7 6+78 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8
Head/SIII C4+1 C4+1 +1 C4+1 C4+1 C4+1 C4+1 C4+1 CA+1 C4+1 CA+1 C4+1 C4+1 C4+1
a 36DLO Jamb 8 8 8 8 8 8 8 8 B 8 6 8 8 8
P-hook 6+7 6+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+8 OH LENGTH
Head/5111 C4+1 C4+1 C4+1 C:4+1 C4+1 C4+1 Cd+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1
Z42" DLO Jamb 8 B 8 8 8 8 8 8 8 8 8 6 8 8 8 B
P-hook 6+7 6+7 6+7 6+7 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+ Ri
Head/SIII C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 04+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 = o OH RATIO 2 1
48° 4L0 Jamb 8 8 8 8 6 8 8 8 8 8 8 8 8 8 8 8 O
P-hook 6+7 6+7 6+7 6+7, 7+8 7+8 7+8 7+6 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8
FOR EXAMPLE ON USING TABLE,SEE SHEET 7.
OH RATIO=OH LENGTH
NOTES: OH HEIGHT
1)POSITIVE PRESSURES IN TABLE 1 ARE BASED ON THE USE OF THE 3-1/4"SILL.
2)WHEN USING THE 2-112"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 60.0 PSF MAX(NEGATIVE PRESSURES UNCHANGED).SEE DLO WIDTH=
TABLE 1A. NOM.PANEL WIDTH-7"
3)4",3-114"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 1 MAY DLO HEIGHT=
BE USED WHEN THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE CURRENT FLORIDA BUILDING CODE(SEE DOOR UNIT HEIGHT-10.125"
ADJACENT DIAGRAM);THIS CONDITION IS NOT RATED FOR WATER INFILTRATION.
4)SEE SHEETS 10-14 FOR ANCHORAGE SPACING,EDGE DISTANCE AND EMBEDMENT INFORMATION. PANEL HEIGHT=
5)DOOR SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN REQUIRED. DOOR UNIT HEIGHT-1.866"
6)JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY,DIVIDE BY 2 FOR PAIRS TO BE INSTALLED.
Interlock P-hook Lockstile @ Jamb Straight Astragal Lockstlle @ 90"Astragal Lockstl e @ 135'Astragal Lockstlle @
Assembly Straight Astragal Assembly 90*Astragal Assembly 13S*Astragal Lppmed u mmldying e'hY 11Li
Standard Stiles Standard Stile Standard Stile Standard Stile Standard Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile FloridMg
DStandard Astra al Inside6 Outsidetside C Outside Corner
ti�CM Corner
41 - 2051
]insi
Corner Outside :,t�Ota1,�YIJN 11jze /
inside C°r Corner � •�. OCENSE
ide '•. 'A
Part 461(Stile) Part 461(Stile) •'.':t'
Part#60(x2) Part#60 Par[q60 Part#60(Stile) Part#60 Part#118(Corner Part x119(Out.) Parts#31&432 Part#61 _ Pl°.'8705 _
Part#67(Astragal) - Receiver) Part#120(in.) (Corn.&Fxd Mount)
-'O '. � 2J LS :• LII
ST XE Or
SC 1=016 nAi.ranr O CHANGES THIS SHEET f070TECHNOLOOYDFNE DPANDANCHORAGE %�'•.,FCORIOP•'••('j•
N.VENICE FL 31275 rre �i'lS;�••••••.. .
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A.LYNNIL�.ER,P.E.
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TABLE 2:
Design Pressure(DP)and Anchor Quantities Required,(for all approved configurations on Sheets 2&3) Maximum OP for alt sizes:+601-60
For comer astragal anchorage on 90'or 135'comer units,see sheet 11 (May be limited by Table 2A)
Table applies to Glass Types Door Unit Helght
4,4A,6,6A,7,TA,8&SA 64° 8o' 96' 102' 108" 114' 120'
and the Stile 1 Astragal types 60-Tt8'DLO 73.7!8'pt0 T9d!@'DLO 65.7!8'OLO 91-7 'DLO 87.718'DLO 03-718-DLO 100.718'DLO
shown below. Anther Group Anchor Group Anchor Group Anchor Group •Anchor Group Anchor Group Anchor roup Anchor roup
7 2 3 4 1 2 3 4 7S 2 3 4 1 2 3 4 1 2 3 4 t 2 3 4 S 2. 3 4 1 2 3 4
17' Bd/Sll1 CA+Y N Gari C4+1 +1 +1 *1 C4+1 C4+1 C4+1 +1 G1+1 C4+ +1 C4+1 C4+t +1 C4+1 + 64+1 C4+1 C4+ +1 04+1 C4+1 C4*1 C4+1 CA+y + G1+S C4+1 C4+1
24' DLO Jamb 8 8 8 8 8 8 8 8 8 8 @ @ 8 H —8 -8 SO 10 10 10 10 10 10 t0 10 10 10 10 10 10 10 10
P-hook 6+7 B+7 #1111110AW
7 7+a 7+8 7+8 7+8 7+8 7+8 7+6 7+8 7+8 7+8 7+8 7+@ 8+9 @+9 8+9 @+0 8+9 8+9 8+9 8+9 9+10 9+10 8+10 9+ttl 9+10 9+10 9+10 9+10
HeodtSitt C4+1 C4+1 +t C4+t C4+1 C4+1 C4+1 CA+1[7+8
C4+i C4+1 C4+1 C4+1 04+1 04+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+t C4+1 C4+1 C4+1 c4+1 C4+1 04+1 C4+t
30' l7L Jamb 8 6 a B 6 6 8 B 8 6 e B @ 10 10 10 70 10 10 10 10 10 10 10 10 SO 1tl 10 10
P-hook 6+7 8+1 T 7+8 ]+8 7+8 7+8 7+8 7+6 7+8 7+8 T+6 7+8 ]+8 8+8 9+9 8+8 8+g 8+9 8+g @+g 8+9 9No 9+YO 8*10 9+t0 9+t0 9+10 0+10 9+10
29' tieadlSlll C4+1 04+1 +1 C4+S 0AW C4+1 04+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4;: C4+t C4+1 C4+1 C4+1 C4+i C4+1 (4+1 c4+1 C4+1 C4+1 C4+1 C4+1 CA+1 C4+1 cA+1 C4+1
36' DLO ,lamb 68 & 8 8 8 8 8 8 a a a 8 10 10 V 10 10 10 10 10 So 10 10 10 10 t0 10 SOP•hoak 6+] 8+7 7 7+8 7+8 ]+8 7+8 7+8 7+8 7+8. 7+@ 7r8 7+B 7+8 B+9 8+8 0+9 6+9 8+g B+g 8+9 8*8 0+10 9+70 9+10 9+10 9+10 9+10 9+ 9+10
35' Head1S111 C4+t C4+1 +1 C4+t 04+1 C4+1 C4+1 C4+t C4+1 C4+1 C4+1 C4+1 C4+1 04+1 G4+1 C4+i C4+t C4+# C4+1 G4+7 C4+t C4+1 C4+1 C4+1 C5+t C5+1 C4+S C4+i c5+t C5+1
42' DLO Jamb 8 8 8 8 8 6 6 6 6 8 6 @ 8 10 t0 SO t0 10 10 10 10 10 10 10 P41aok 6*7 6+7 7 7+8 T+8 ]+H 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+9 8*9 8+8 6+9 6+9 @+@ 6+9 8+9 6+9 9+t0 9+10 9+10 9+}0 9+f0 9+10 8+t0 9+50
Head/8i9 C4+2 C4+2 +2 C4+2 04+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 CA+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+Z C5+205+2C4+2 CS+2 C5+2 Ca+2 CS+2 C5+2 CS+2 C5+2
d8' 1}LO Jamtr B 8 @ 8 6 8 8 8 @ 6 B 8 6 10 10 t0 10 10 10 10 10 10 t0 ttl 10 10 ttl 10 10
P-hook 6+T 6+T 8+7 6+7 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+@ 7+8 T+8 6+9 8+9 8+9 8+9 8+9 6+9 8+9 8+9 B+SO 8+10 9+t0 9+10 0+f0 9*10 9+f0 9+10
Fleed1318 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 04+2 C4+2 C4+2 04+2 C4+2 C4+2 C4+2 04+2 C4+2 C4+2
47'DLO Jamb 8 @ 8 B 8 8 6 6 6 -8 a 8 8 8 8 8
P41ook 6*7 6+7 6+7 6+7 7+8 7+8 7+8 7+6 7+8 7+@ 7+@ 7+8 7+a 7+8 8 7+8
LtieadrSlti C4+2 2!+2121+2121+212!+2 04+2 04+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 + CS+y Not available in these sizes
. Jamb e 8 B 6 8 6 tf B 8 @ a 8 8 9 B 6
P-hook 8+7 6+7 6+7 6+7 1 7+8 1 7+8 1 7+8 1 7+8 7+8 7+8 7+@ 7+8 7+a 7+8 + T+8
NOTES: = EXAMPLE ON SHEET 9
1)POSITIVE PRESSURES IN TABLE 2 ARE BASED ON THE USE OF THE 3.1/4"SILL. DLO WIDTH=
2)WHEN USING THE 2-1/2"SILL,POSITIVE WATER DP IS 46.67 PSF MAX.WHEN USING THE 3-114"SILL, TABLE 2A: NOM.PANEL WIDTH-7"
POSITIVE WATER DP IS 60.0 PSF MAX.WHEN USING THE 4"SILL,POSITIVE WATER DP IS 60.0 PSF MAX Sili Height to Max.(+}DP (
(NEGATIVE PRES.UNCHANGED).SEE TABLE 2A. - OH LENGTH I—°— DLO HEIGHT=
3)4',3-1/4'AND 2-1/2"SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1-1/2' (Water Infiltration Rating) DOOR UNIT HEIGHT-10.125"
SILL IS NOT AND MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED.MAX. Sill Riser Height (+)pealgn L�
(Flat or Box,see a PANEL HEIGHT=
POSITIVE DESIGN PRESSURES SHOWN IN TABLE 2 MAY BE USED WHEN THE DOOR IS PROTECTED BY' Sheet 17 Pressure,psf Sul= of OH RATIO z 1
AN OVERHANG COMPLYING WITH THE CURRENT FBC(SEE ADJACENT DIAGRAM);THIS CONDITION IS ) o DOOR UNIT HEIGHT-1.866"
NOT RATED FOR WATER INFILTRATION,
Flush-1-1/2° see note 3 p a
4)SEE SHEETS 10-14 FOR ANCHORAGE SPACING,EDGE DISTANCE AND EMBEDMENT INFORMATION. Low-2-112' +46.67
5)DOOR SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN REQUIRED. Medium-34M +60.0
6)JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY,DIVIDE BY 2 FOR PAIRS TO BE High-4" +60.0 OH LENGTH
INSTALLED. SEE NOTES 1-3 OH RATIO=OH HEIGHT
THE FOLLOWING STILE&ASTRAGAL TYPES SHALL BE USED FOR TABLE2,SEE SHEETS 21&22 FOR PART DIMENSIONS AND SHEETS 18&19 FOR ASSEMBLY DETAILS.
StraightAstraga) Lockstile @ 90°Astragal Lockstile @ 135'Astragal Lockstile @
Interlock P•hook Lockstile @lamb Assembly Straight Astragal Assembly 90'Astragal Assembly 1350 Astragal 4ppmv d o complylagwi i4M
Florida dd g C d
Heavy-duty Stites Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty5t316 Heavy-duty Stile Heavy-duty5t]le oax
Standard Astragal Inside MOAN
Outside C Outside 41.mi dr eroaec4 arm
Corner Carner
inside tt 111
Inside Corner
Corner Oorneae `a C`L��ENSF,l{�Fh
Part 461(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(Ou Parts#31  Part#61 �%f� (��.56705
Receiver) (in (Corn,&Fxd Mount) _ ,-
SC 1�MU201S OCHANGES THIS SHEET off` �`1S,'•� O���_,��
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M VENICE,FL 3+376 Ira ��'C n`• N•.`�
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n..,, ow: oM„•r a ar:
7-77m,-
.ex�..� a� arm o..aen�. � �,r�i.�JC•..�A.�,�C`,
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P.E.d 58705
TABLE 3: TABLE 3A:
Design Pressure(DP)and Anchor Quantities Requlred,(for all approved configurations on Sheets 2 8 3) Maximum DP shown below SI11 Height to Max.(+)DP
For comer astragal anchorage on 90'or 1351 comer units,see sheat 11 (May be limited by Table 3A) (Water Infiltration Rating)
Door Unit Hel hl Sill Riser Height
Table applies to Glass Types 4,4A. 80" 84" 90" 96° 102" 108" (Flat or Box,see (+)Dasign
6,6A,7,7A. B&8A and the Stile/ 69-7/8"DLO /8"DLo 79-718"DLO 71-7/8"DLO 91-7/B'DLO 97. Sheet 17) Pressure,psf
Aelregal types shown below. Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anc hot Group Flush-1-1/2' see note 3
1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 Low-2-1/2' +48.67
esf a Pressure +/-90.0 I + .6 s +- PSTMedium-3-11,P +60.0
24" 17" HeadrSlll C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+'IC4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 High-4' +90.0
DLO Jamb 8 8 8 8 B B 8 8 fl 8 8 B 8 B B 8 10 10 10 10 10 10 10 10
P-hodt 6+7 6+7 6+7 6+7 7+8 7+8 7+8 7+8 7+8 7+1 7+8 r+8 7+8 7+8 7+8 7+8 8+9 8+9 8+9 1+9 8+9 8+9 8+9 8+9 SEE NOTES 1-3
Design Pressure +/--90.0 psf +/82.5 psf +/-75.0 psf
30° 23" HeadlSlll C4+1 C4+1 C4+1 04+1104+1104+11 C4+1 I C4+1 1 C4+1 I C4+1 I C4+1 I C4+1 C4+1 I C4+1 I C4+1 I C4+1 04+1 04+1 C4+1 C4+1 C4+1 24+7 C4+1 04+1
L DLO Jamb 8 8 8 B 8 8 8 8 8 8 8 0 8 8 8 B 10 10 10 10 10 10 10 10
P-hock 6+7 1 6+7 1 6+7 1 6+7 1 7+8 1 7+13 7+8 1 7+8 1 7+8 1 7+8 1 7+8 1 7+8 7+8 1 7+8 1 7+8 1 7+8 8+9 1 6+9 1 8+9 1 8+9 8+9 B+9 1 8+9 1 8+9
Design Pressure +/-90.0psf +/-02.6 psf +/-75.0 psf
29" HaaNI G4+1 04+1 C4+2 C4+2 C4+t C4+1 04+2 C4+2 34+1 C4+1 C5+2 C6+2 C4+1 C4+1 lbelow.
C4+1 C4+1 C5+1 C5+1 C4+1 C4+1 C6+1 C5+1
36° DLO Jamb B B 8 8 B 8 B 8 8 8 B B 8 8 10 10 10 10 10 10 10 10
P-hook 6+7 6+7 6+7 6+7 7+8 7+B 7+8 7+8 7+8 7+8 7+8 7+B 7+8 8+98+9 8+9 8+9 8+9 8+9 8+9 8+9 B+9
E Design Pressure +/-90.0 psf +/-82.6 psf +/-75,0 pei OH LENGTH �-
42° 35' Hesd15111 C4+2 C4+2 C4+2 C4+2 04+2 C4+2 05+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 =
DLO Jamb 8 B B B B B 8 B B 8 10 8 8 8 10 10 10 10 10 10 10 10 (9
P-hook 6+7 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 8+9 8+9 8+9 8+9 8+9 8+9 8+9 8+9 8+9 8+9 8+9 8+9 8+9 w O
Desfgn Pressure +/-90.0 psf See Note +/•82.6 psf +/-75.0 psf i Oo OH RATIO 2 1
48° 41" Head(Slll C4+2 C4+2 C5+2 D5+2 04+2 CS+2 C5+2 C5+2 C5+2 C6+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C8+2 CG+2 C5+2106+2 CG+2 06+2 0
DLO Jamb 8 8 B 8 B 8 10 8 8 B 10 8 8 8 10 B 10 10 10 10 10 10 10 10
P-hook 6+7 7+8 1 7+8 1 7+8 7+8 1 8+9 1 8+9 1 8+9 1 8+9 8+9 8+9 B+9 8+9 19+1019+1019+101 0+9 19+1019+1019+101 8+9 is+10 9+10 )+10
FOR EXAMPLE ON USING TABLE,SEE SHEET 7.. NOTE A:+/-90.0 PSF FOR GLASS TYPES 4,4A,6,6A.7A, 8&8A; +/-87.1 FOR GLASS TYPE 7
NOTES: OH RATIO OH LENGTH
=
1)POSITIVE PRESSURES IN TABLE 3 ARE BASED ON THE USE OF THE 4"SILL. OH HEIGHT
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 DLO WIDTH=
NOM.PANEL WIDTH-7"
DP IS 60.0 PSF MAX.WHEN USING THE 4"SILL,POSITIVE WATER DP IS 90.0 PSF MAX(NEGATIVE PRESSURES
UNCHANGED).SEE TABLE 3A. DLO HEIGHT=
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 DOOR UNIT HEIGHT-10.125"
MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED.MAX.POSITIVE DESIGN PRESSURES SHOWN IN
TABLE 3 MAY BE USED WHEN THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE CURRENT FLORIDA PANEL HEIGHT=
BUILDING CODE(SEE ADJACENT DIAGRAM);THIS CONDITION IS NOT RATED FOR WATER INFILTRATION. DOOR UNIT HEIGHT-1.866"
4)SEE SHEETS 10-14 FOR ANCHORAGE SPACING,EDGE DISTANCE AND EMBEDMENT INFORMATION.
5)DOOR SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN REQUIRED.
6)JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY,DIVIDE BY 2 FOR PAIRS TO BE INSTALLED.
THE FOLLOWING STILE&ASTRAGAL TYPES SHALL BE USED FOR TABLE 3,SEE SHEETS 21&22 FOR PART DIMENSIONS AND SHEETS 18&19 FOR ASSEMBLY DETAILS.
Straight Astragal Lockstile @ 90'Astragal Lockstlle @ 135°Astragal Lockstile @
Interlock P-hook Lockstile @lamb wu��a.wmplying nitY lta
Assembly Straight Astragal Assembly 90"Astragal Assembly 135'Astragal FTOAdn nd
Heavy-dutyStiles Heavy-duty Stile Heavy-duty Stile Heavy-dutyStile Heavy-duty Stile Heavy-duty Stile Heavy-dutyStile Heavy-dut Stile Heavy-dutyStlle g
b
Heavy-duty Astragalinsi a NOMI
Outsidetside C Outside Corner NI ml D de Produ<
Corner OrWINqfm4V _
r
InsldeCor Coro Outside ��Ot1`f�cENhl/�1�p�'
Corner t=
Part N61(Srile) Part#61(Stile) Part#119(Out.) Part#61(Stile) No.5:3706 •�r
Part#61(x2) Part#61 Part#61 Part#61 Part#118(Corner Parts N31  Part 961
Part#68(Astragal) Part#120(in.) - --
Receiver) (Corn.&Fxd Mount) — -
f'Z
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DPANDANCHORAGE '` F'toRtn�^.••' �':
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NO FRAME 7+8"P-HOOK ANCHORAGE CONSISTS OF: SEE"C6"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"C5"CLUSTER DETAILS, FOR ASTRAGAL
NOTE, EXTERIOR PLANE)SEE TABLE 2,SHEET 7 INTERLOCK REQUIRES°C6" SHEET 10 FOR INTERLOCK 24"MAX.O.C.
POCKETS CLUSTER,SEE
THIS AND 60°NOM. DETAILS,SHEET 11 x x
SHEET SEE POCKET 8 P-HOOK WIDTH
O r-------- _ x x x x x x x 6"MAX.
JAMB MOUNTING I x x x x f x x x x x x
INSTALLATION, ADAPTER 6 Mme' ( x x x x xx x x x x x
THIS SHEET ANCHORS MIDWAY i 1 3"MAX.
&SHEET 14 BETWEEN P-HOOK ®' I OI 4 PAIRS OF
ANCHORS&AT 3" I I O x=FRAME x x ANCHORS
FROM Top Bio ®i I I co ANCHORS 96" (TOTALS
I 21'MAX.
BOTTOM o to I i 1 o UNIT ANCHORS)
>> MAX D.C.' "T�� ° HEIGHT O'C' (ER JAMB
4.051' '8"MAX.TO OPENING i ti� ®I 14•MAX.O.C. ()®=P-HOOK
EDGE OF POCKET SEE 2$ I O ANCHORS x x DETAIL
SEE AMB
INSTALLATION ion ®I Z BELOW
DETAILS'Jc'&'Kc', i ms Iol m o=P-HOOK )
END PANEL SHEET 14&PART i a ®� i %0 MOUNTING x
ANCHORAGE DETAILS'J'&'K', i vW 1 j ° 3•MAX. ADAPTER x
2N'MAX. (2 ANCHORS) SHEET 19 FOR j°a (®1 ( ANCHORS x x
O.C. P-HOOK L---_8°M x x x -� END PANEL
"+2" ANCHORS END PANEL x, x x, x x x X x x x xx x x x x 6"MAX. ANCHORAGE(SEE
ANCHORAGE ANCHORAGE "`� x x x x x x x . x' x ✓�•+2° �,+2• SKETCH BELOW)
(SEE SKETCH BELOW) �.+2' •+2• �•+2• ANCHORAGE ANCHORAGE
CENTERLINE 8-�••NP' ANCHORAGE ANCHORAGE ANCHORAGE
OF PANEL 1 2.04"
24'MAX. EXAMPLE'5-PANEL 2 TRACK 90"OUTSIDE CORNER-pXXIXXO-EXT MOUNT POCKET ANCHORAGE PLAN:
O.C. 160"x 96"NOM.PANELS,ANCHOR GROUP 3 IN CONCRETE SUBSTRATE(SEE TABLE 2,SHEET 7) 6" SPLICE NOTE:
NON-STRUCTURAL
ANCHORAGE EXAMPLE NOTES: ANCHORS MAY BE ADDED
I 1)APPROVED ANCHORS:SEE TABLE 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
60" 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
+2"ANCHORAGE REQUIRED IF THE O.C.DISTANCE TO THE NEXT ANCHOR
17 CLUSTER IS OVER 24",OTHERWISE ANCHORS ARE NOT 6"MAX.
3.5" REQUIRED AS PER THE FIGURE AT RIGHT:
CENTERLINE JAMBS&P-HOOKS:6"MAX.FROM BOTTOM,21"MAX.ANCHOR PAIR O.C.(JAMBS).14"MAX.ANCHOR 2-TRACK
OF PANEL 2 O.C. (P-HOOK)UTILIZING ANCHOR QUANTITIES FROM APPROPRIATE TABLES,SHEETS 6-8. SEE FRAME JAMB
P-HOOK ANCHOR DETAILS ON SHEET 14. ANCHOR PAIR FAppmvUrldi d umtuPlyluatvllY IYc
"+2"ANCHORAGE SEE"C5"CLUSTER END PANEL Plorlda Id
"C6"ACLUSTHE.ER�SEE
Dat,NOAO `� ,2or�
CENTERLINE CENTERLINEDETAILS,SHEET 10 ANCHORAGE tieg rOF FOR ASTRAGAL OF (2 ANCHORS) 8" a1 m11) aProductCo•trol
INTERLOCK ASTRAGAL
3.5" I MAX.• —�• • • ONS LYIJN 41'
i,
�4
CENTERLINE CENTERL °
INE CENTERLINE No.'870'
EXTERIOR OF PANEL 3 °+2"ANCHORAGE �OF PANEL 4 +2'ANCHORAGE OF PANEL 5
/SEE SHEET 11 FOR OTHER INTERMEDIATE ANCHORS U �=
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ASTRAGAL OR SPLICE LOCATION ASTRAGAL OR ASTRAGAL OR 6"DIAG.
(FOR SPLICE INTERLOCK-► SPLICE LOCATION 2•pq•
INTERLOCK--I—IF NEEDED INTERLOCK-1 CONDITION,USE I-IF NEEDED 2.04"
CENTERLINE I CENTERLINE "C6"CLUSTER DETAIL) CENTERLINE
1.75" EXT 6°DIAG.
1.75"
3.5" 21"
"DIAG. M
O.C. EXTERIOR
4„ 2.04" 2.04" 21".64" MAX.
J*2.0
EXTERIOP 4"DIAG. 7" EXTERIOR 7 3.5° O.C.
v 2-TRACK FRAME HEAD/SILL 2-TRACK FRAME HEAD/SILL �L 7 6"MAX.
v 2-TRACK FRAME HEADISILL 5.64"
(�ASTRAGAL OR INTERLOCK Ca)ASTRAGAL OR INTERLOCK ASTRAGAL OR INTERLOCK r-2-TRACK.
(USE WHERE 4 CLUSTER (USE WHERE 5 CLUSTER (USE WHERE 6 CLUSTER FRAME JAMB 6"MAX.
ANCHORS ARE REQUIRED,"C4") ANCHORS ARE REQUIRED,"C5") ANCHORS ARE REQUIRED,"C6') ANCHOR PAIR
I 4-TRACK
ASTRAGAL ORSPLICE LOCATION ASTRAGAL OR (FOR SPLICE ASTRAGAL OR�SPLICE LOCATION 6"DIAG. FRAME JAMB
INTERLOCK-1—IF NEEDED INTERLOCK--i CONDITION,USE INTERLOCK IF NEEDED2.04" EXT ANCHOR PAIR
CENTERLINE I CENTERLINE l "C6"CLUSTER DETAIL) CENTERLINE 3.5"
3.5" ►3.5" + 7"
ANCHORS MAY BE INSTALLED
o I 21" EITHER IN THE EXT.OR INT.
P2.04"4 4"DIAG. MAX. TRACK(INT.SHOWN)
4.08" 4.08„ O.C.
I I 2.04"
5.64" NOTES:
I 1 11 11111 1.ALL DIMENSIONS SHOWN
EXTERIOR 7„ EXTERIOR 7" 4"DIAG. EXTERIOR 3.5" ARE BASED ON MIN.
v 3-TRACK FRAME HEAD/SILL 3-TRACK FRAME HEADISILL ID 3 M F 6"MAX. ALLOWED.
3-TRACK FRAME HEAD/SILL 2.FOR HEAD OR SILL SPLICE
(a7 ASTRAGAL OR INTERLOCK (a-ASTRAGAL OR INTERLOCK (a)ASTRAGAL OR INTERLOCK LOCATIONS/ANCHORAGE AT
(USE WHERE 4 CLUSTER (USE WHERE 5 CLUSTER (USE WHERE 6 CLUSTER 3-TRACK FRAME JAMB P-HOOK SEE SHEET 9.
ANCHORS ARE REQUIRED,"C4") ANCHORS ARE REQUIRED,"C5') ANCHORS ARE REQUIRED,"C6") ANCHOR PAIR
FOR SPLICE FOR SPLICED
(
ASTRAGAL I SPLICE LOCATION ASTRAGAL OR II ASTRAGAL OR CONDITIONS ONLY:
INTERLOCK
IF NEEDED INTERLOCK�i (FOR SPLICE INTERLOCK CONDITION,DO NOT
CONDITION,USE USE THIS DETAIL) SPLICE LOCATION
CENTERLINE I CENTERLINE I CENTERLINE
1 75" C6"CLUSTER DETAIL) IF NEEDED
3.5'. —� 3.5" —� 3.5" 7\
„ 1 3.5”
2,pq 4"DIAG. 2.04" 4"DIAG. g2. 4" - ILVPmed u complylocallh lu
FIM"g oold���nnng�pd�
Dek ��
2.04" 5.37"DIAG. WG.. lNOAR
Dade P1odnct4"DIAG2.04" . \ \Op�f 1_YNN.
EXTERIOR EXTERIOR EXTERIOR 7" —► 3.5" i
4-TRACK FRAME HEAD/SILL 4-TRACK FRAME HEAD/SILL 4-TRACK FRAME HEAD/SILL F' '
(a)a.ASTRAGAL OR INTERLOCK an.ASTRAGAL OR INTERLOCK @ ASTRAGAL OR INTERLOCK Nu.5&705
(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
o
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so 10/82015 AOCHANGES THIS SHEET 10707ECHNCLOGYDRlVE ANCHORAGE,EXAMPLE CLUSTERS
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2.04" 2.04" INTERIOR 2.04" INTERIOR 2.04" NOTES:
INTERIOR INTERIOR 7„ 1.ALL DIMENSIONS SHOWN
?4'
4"DIAG. 8.94" ARE BASED ON MINIMUM
6.12" 6.12" 3.5" 3.5" ALLOWED.
2. LS DEPICT ANCHOR
INTERIOR INTERIOR 7" INTERI0 INTERIOR QUANTIITY AND SPACING,
90 90° 3. " 1 ° EXTERIOR 1 °R AND WOULD BE IDENTICAL
EXTERIOR 4"DIAG. 4"DIAG. FOR EXTERIOR OR INTERIOR
CORNER CONFIGURATIONS.
EXTERIOR
3.5" 3.5" 4" 3.5" 3 5" "+1"ANCHOR
4" 4"
2.04° EXTERIOR 2 04" 7" 2.04' EXTERIOR 4" 2.04" 7"
EXTERIOR 8.94"
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 I~OF PANEL
ANCHORS ARE REQUIRED,"C41 ANCHORS ARE REQUIRED,"C6") ANCHORS ARE REQUIRED,"C4-) ANCHORS ARE REQUIRED,"C6")
4.08' "+2"ANCHOR
INTERIOR -
EXTERIOR INTEk
"+1°ANCHOR
4" 2.04" 4"DIAG.
INTERIOR 3.5° I
gp° 7. 3.5.. I
TERIOR I_ CENTERLINE
f OF PANEL
4.08" 4.,NTEMRIOR
"+3"ANCHOR
5.37"D AG.
CENTERLINE 2.04'
3.5" 4" 3.5"
4 OF PANEL 4"DIAG.
EXTERIOR 7" EXTERIOR 7" 4" INTERIOR ALL "+2"ANCHOR 3.5°
90°CORNER 135°CORNER ExTEa:oR VIEWS 7
3-TRACK FRAME HEAD/SILL 3-TRACK FRAME HEAD/SILL Vn CENTERLINE
(°C6"ANCHOR CLUSTER REQUIRED ("C6"ANCHOR CLUSTER REQUIRED OF
AT ALL 3-TRACK CORNERS) AT ALL 3-TRACK CORNERS) 4"DIAG. 2-TRACK FRAME HEAD/SILL
INTERMEDIATE ANCHOR LAYOUT
INTERIOR 6.12" INTERIOR 2.04"
" �— 2.04" 6.12" 3.5.,
EXTERIOR CENTERLINE
4" INTERIOR x''88 OF PANEL
INTERIOR gp° 35.1 135° "+3"ANCHOR
4" 7" 2.04"
G.
0
- �pprored ucomplylus wtl►(Ee '
G 3.5" pl " Ia 6 201
8.12" 4"DIAG. 6.12" 4.08" Dalt
7' EXTERIOR NOAH
leml de Produl
Ry,
2.04. 3.5.. 4.. 4,.DIAG. 3.5" 3.5" 1 I,
EXTERIOR 7� -' EXTERIOR 4�� CENTERLINE \� \kV LYNN Mi
2.04" t OF PANEL \\>`0,....... .. ll�
90°CORNER 135°CORNER a .'��cEldsF •, p '
4-TRACK FRAME HEAD/SILL 4-TRACK FRAME HEAD/SILLr'
4-TRACK FRAME HEAD/SILL
("C8"ANCHOR CLUSTER REQUIRED ("C8"ANCHOR CLUSTER REQUIRED INTERMEDIATE ANCHOR LAYOUT flo.58%U5 _
AT ALL 4-TRACK CORNERS) AT ALL 4-TRACK CORNERS) (3-TRACK SIMILAR) =
U LC
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INSTALLATION DETAILS EMBEDMENT:SEE TABLE A,SHEET 1 EMBEDMENT:SEE TABLE A,SHEET 1 MIN.OF 3 THREADS BEYOND
EDGE DISTANCE: EDGE DISTANCE: EDGE DISTANCE: THE METAL SUBSTRATE
SEE TABLE A,SHEET 1 SEE TABLE A,SHEET 1 SEE TABLE A,SHEET 1
2-1/16"• 2-1116"• 2-1118"' NOTES:
EXTERIOR 114" 1/4" 114" 1.ALL DIMENSIONS -
�J MAX. MAX. MAX. SHOWN ARE BASED
r o f- SHIM EXTERIOR o f SHIM EXTERIOR SHIM ON MIN.ALLOWED.
2.METAL OR EMBEDMENT: T I r T SUBSTRATES MAY BE
SEE TABLE A, JJ USED FOR ALL FRAME
SHEET 1 TYPES PER TABLE A,
2X WOOD WOOD ANCHOR TYP., 2X WOOD WOOD ANCHOR TYP., METAL TYP., SMS ANCHOR TYP., SHEET 1.
TYP.,SEE ANCHOR SEE ANCHOR NOTES TYP.,SEE ANCHOR SEE ANCHOR NOTES SEE ANCHOR SEE ANCHOR NOTES
NOTE 3,SHEET 1 &TABLE A,SHEET 1 NOTE 3,SHEET 1 &TABLE A,SHEET 1 NOTE 4,SHEET 1 &TABLE A,SHEET 1
IS
2-TRACK FRAME HEAD 3-TRACK FRAME HEAD 4-TRACK FRAME HEAD `DIAGONAL D.C.
Aw WOOD INSTALLATION �WOOD INSTALLATION �METAL INSTALLATION MIN 4"(HEAD&SILL)
OR 6°(JAMB)SEE
WOOD ANCHOR TYP., 2X WOOD WOOD ANCHOR TYP., 2X WOOD SMS ANCHOR TYP., 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 1 NOTE 3,SHEET 1 SEE &TABLE A,SHEET 1 NOTE 3,SHEET 1 SEE &TABLE A,SHEET 1 NOTE 4,SHEET 1
SEE ANCHOR ANCHOR ANCHOR MIN.OF 3 THREADS BEYOND
NOTE 5,SHEET NOTE 5, NOTE 5, THE METAL SUBSTRATE
1(114"MAX.) SHEET 1� 1 SHEET 1�
-,. __:_::-;ca,. :...::., (1/4"MAX.) .,:;: r,:•. 1 (1/4"MAXJ
EXTERIOR I EXTERIOR EXTERIOR EMBEDMENT:SEE
TABLE A,SHEET 1
2-1116 — 2-1/16 2-1/16"*
EDGE DISTANCE:
EDGE DISTANCE: EDGE DISTANCE: SEE TABLE A,SHEET 1
SEE TABLE A,SHEET 1 SEE TABLE A,SHEET 1
EMBEDMENT:SEE TABLE A,SHEET 1 EMBEDMENT:SEE TABLE A,SHEET 1
®2-TRACK FRAME SILL 4a 3-TRACK FRAME SILL 4-TRACK FRAME SILL
w WOOD INSTALLATIONEw WOOD INSTALLATION Fw METAL INSTALLATION
EMBEDMENT:SEE
TABLE A,SHEET 1
EDGE DISTANCE:
EMBEDMENT:SEE SEE TABLE A,
TABLE A,SHEET 1 'I SHEET 1
EDGE DISTANCE:
EMBEDMENT:SEE SEE TABLE A, METAL ANCHOR
TABLE A,SHEET 1 �1 SHEET 1 SEE ANCHOR
2X WOOD EDGE DISTANCE: 2X WOOD NOTE 4,SHEET 1
TYP.,SEE ANCHOR SEE TABLE A, TYP.,SEE ANCHOR &ppmved as wmplyingwllY 161
SHEET 1 2-1/16"' Plorlda Id g
NOTE 3,SHEET 1 NOTE 3,SHEET 1 SMS ANCHOR TYP., o„ce 1
2-1116"' SEE ANCHOR NOTES DKGAN 60d,Praluc elm!_
WOOD ANCHOR TYP., 2-1/18°' &TABLE A,SHEET 1 MIN.OF 3
SEE ANCHOR NOTES WOOD ANCHOR TYP., THREADS nv
&TABLE A,SHEET 1 SEE ANCHOR NOTES BEYOND THE LYNN;
O &TABLE A,SHEET 1 EXTERIOR METAL tOC��......• �/� i�
EXTERIOR I EXTERIOR _f-L SUBSTRATE ��•' J=EI��P•''•F'S' �i
114"MAX.SHIM
V 114”MAX.SHIM
114"MAX.SHIM -+I Imo— No.58705 _
®2-TRACK FRAME JAMB ®3-TRACK FRAME JAMB ®4-TRACK FRAME JAMB -
Gw WOOD INSTALLATION Hw WOOD INSTALLATION Iw METAL INSTALLATION -J•'. r D J
�C 1W$2016 A O CHANGES THIS SHEET By, Mwo�'W" ��U;•. STA,I:OF
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INSTALL N DETAILS EMBEDMENT:SEE TABLE A,SHEET 1 EMBEDMENT:SEE TABLE A,SHEET 1 NOTES:
EDGE DISTANCE:SEE EDGE DISTANCE: EDGE DISTANCE: 1.ALL DIMENSIONS
CONCRE CONCRETE SEE TABLE A,SHEET 1 CONCRETE SEE TABLE A,SHEET 1 SHOWN ARE BASED
PER T LE TABLE A,SHEET 1 ON MIN.ALLOWED.
A,S ET 1 2-1/16"• BLE 2-1/16"• PER TABLE 2-1116"
A,SHE 1 A,SHEET 1 1/4" •DIAGONAL O.C.IS
t.
EXTERIOR .'f;..�.: .•....._�... .. .... .,.. :.'_ .... �;.�`..:.��:. ......,• yr
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DETAILS,SHEETS
E BEDMENT:. 1/4" EXTERIO L MAX. EXTERIOR 0&11.
EE TABLE A, MAX. MA (�
SHEET 1 SHIM SHIM r
PROPERLY SECURED 1X CONCRETE ANCHOR TYP., ROPERLY SECURED 1X 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&
A CHOR 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
2-TRACK FRAME HEAD 3-TRACK FRAME HEAD E 4-TRACK FRAME HEAD
Ac CONCRETE INSTALLATION Bc CONCRETE INSTALLATION Cc CONCRETE INSTALLATION
CO RETE ANC LY BE ED 1X CONCRETE ANCHOR TYP.,' PROPERLY SECURED 1X CONCRETE ANCHOR TYP., PROPERLY SECURED 1X
SEE ANCHOR NOTES& WOOD BUCK TYP.,SEE SEE ANCHOR NOTES& WOOD BUCK TYP.,SEE SEE ANCHOR NOTES& WOOD BUCK TYP.,SEE
TABLE A,SHEET 1 ANCHOR NOTE 3,SH ET 1 TABLE A,SHEET 1 ANCHOR NOTE 3,SHEET 1 TABLE A,SHEET 17
ANCHOR NOTE 3,SHEET 1
SEE ANCHOR SEE CHOIR SEE ANCHOR
NOTE 6,SHEET OTE 5, NOTE 5,
1(114"MAX.) EET 1� 4 M -
SHEET 1
(1/4'MAX.) = 1 (1/ ' AX.)
E TERIOR — - )• 1 EXTERIOR
EXTERIOR
�j CONCRETE
2-1/16"• a 2-1/18 �2-1/16"' PER TABLE
EDGE DISTANCE: CONC ETE EDGE DISTANCE: CONCRETE EDGE DISTANCE: A,SHEET 1
SEE TABLE A,SHEET 1 PER BLE SEE TABLE A,SHEET 1 PER TABLE SEE TABLE A,SHEET 1
EMBEDMENT:SEE TABLE A,SHEET 1 A,S ETI EMBEDMENT:SEE TABLE A,SHEET 1 A,SHEET 1 EMBEDMENT:SEE TABLE A,SHEET 1
at 2-TRACK FRAME SILL da 3-TRACK FRAME SILL 4-TRACK FRAME SILL
Dc CONCRETE INSTALLATIO Ec CONCRETE INSTALLATIONFc CONCRETE INSTALLATION
EMBEDMENT:SEE
TABLE A,SHEET 1 ~
EDGE DISTANCE:
EMBEDMENT:SEE A SEE TABLE A,
BLE A,SHEET 1 —'I SHEET 1
EDGE DISTANCE: PROPERLY SECURED
EM DMENT:SEE SEE TABLE A, 1 X WOOD BUCK TYP.,
BLE A,SHEET 1 —� SHEET 1 SEE ANCHOR NOTE 3,
EDGE DISTANCE: SHEET 1
PRO RLY SECURED PROPERLY S CURED
SEE TABLE A, %ppmed a wmpIytag vddL IN
1X OOD BUCK TYP., 1X WOOD BU K TYP„ Flu,tde Id g
SHEET 1 2-1116"
S ANCHOR NOTE 3, SEE ANCHOR OTE 3, CONC./CMU ANCHOR uace
SHEET 1 HEET 1 TYP.,SEE ANCHOR NOAO
ONC.lCMU ANCHOR 2-1116"• 2.1/16"• NOTES&TABLE A, o leml ade roduet tool
TYP.,SEE ANCHOR CONC./CMU A CHOR SHEET 1 CONCRETE Ilr
NOTES&TABLE A, TYP.,SEE CHOR OR CMU
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EXTE
��IRIOR � OR CMU EXTERIOR SHEET1 CONCREOR CMU TE n A,SHEETI `�`�C>kN�\••••••C,�(7C���%
V1/4"MAX.SHIM I-- PER TABLE J( V ,� cEvs
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2-TRACK FRAME JAMB 3-TRACK FRAME JAMB 4-TRACK FRAME JAMB y.
wr.at7 aer RMbna' CONCRETE/CMU INSTALLATION CONCRETE/CMU INSTALLATION ���•�
CONCRETE/CMU INSTA . S'TAic OF I�: LY
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INSTALLATION DETAILS NOTES:
1.ALL DIMENSIONS
FRAME JAMB SHOWN ARE BASED
REQUIRED AT ALL2.693"MIN. ON MIN.ALLOWED.
INSIDE POCKETS EDGE
EMBEDMENT:SEE TO PREVENT DISTANCE 2.FIGURES ON THIS
WATER SHEET ARE FOR
WOOD FRAMING TABLE A.SHEET 1 P-HOOK MOUNTING ADAPTER ILLUSTRATIVE
WOOD ANCHOR TYP., INFILTRATION CONC./CMU PURPOSES ONLY.SEE
O o ANCHOR TYP.,SEE
SEE ANCHOR NOTES TABLE A,SHEET 1 FOR
EMBEDMENT: &TABLE A,SHEET 1 20 ANCHOR NOTES& ALL APPROVED
SEE TABLE A, (ALSO SEE TYP. �mllTABLE A,SHEET 1 SUBSTRATES.
SHEET 1 26 ILLUSTRATION,SHEET 9) 1-1/4"MIN.EDGE DISTANCE
DISTANCE:SEE EXTERIOR 3.SEE TABES 1EDGE -3,
TABLE A,SHEET 1 EMBEDMENT: SHEETS 6 8 FOR
",:•...rr.. '': '. :�`' REQUIRED P-HOOK
26 SEE TABLE A, ,;•' P-HOOK MOUNTING
EXTERIOR SHEET 1 ?...':': :,:,,' ADAPTER CONC./CMU AND P-HOOK
PHOOK WOOD ANC7SHEET
P., J L ANCHOR TYP.,SEE MOUNTING ADAPTER
ANCHOR QUANTITIES.
SEE ANCHES. V P-HOOK ANCHOR NOTES&TABLE
&TABLE 1 CONCRETE OR EMBEDMENT:SEE 'y A,SHEET 1 ALSO SEE EXAMPLE
(ALSYP. 2.693"MIN. CMU PER TABLE TABLE A,SHEET 1 (ALSO SEE TYP. ON SHEET 9.
ILLUSTRATION, T 9) EDGE DISTANCE A,SHEET 1 ILLUSTRATION,SHEET 9)
P-HOOK FOR USE WITH FLAT SILL RISERS P-NOOK FOR USE WITH FLAT SILL RISERS
\-JV PARTS#18 #20,#22 OR#24, W 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 EMBEDMENT:SEE CONCRETE OR EMBEDMENT:SEE ADAPTER CONC./CMU
NOTE 4,SHEET 1; ADAPTER SMS CMU PER TABLE TABLE A,SHEET i ANCHOR TYP.,SEE
TABLE A SHEET 1
MIN.OF 3 THREADS ANCHOR TYP.,SEE A,SHEET 1 ANCHOR NOTES&TABLE
BEYOND THE METAL ANCHOR NOTESA,SHEET 1
SUBSTRATE 28 &TABLE A,SHEET 1 EMBEDMENT: " " ''1 (ALSO SEE TYP.
(ALSO SEE TYP. SEE TABLE A, r.' ILLUSTRATION,SHEET 9)
ILLUSTRATION, 2�
EMBEDMENT: �SHEET 9) SHEET 1J..
,'
SEE TABLE A, D DISTANCE:SEE
SHEET 1TABLE A,SHEET 1 1-1/4"MIN.EDGE DISTANCE
30 30
P-HOOK SMS ANCHOR TYP., EXTERIOR P-HOOK CONC./CMU EXTERIOR
SEE ANCHOR NOTESn ANCHOR TYPSEE f I 4ppmved a mmplyfog with Ib
.,
&TABLE A,SHEET 1 V ANCHOR NOTES&TABLE V o k old g
(ALSO SEE TYP. 2.693"MIN. A,SHEET 1 2.693"MIN. NOA# –
ILLUSTRATION,SHEET 9) EDGE DISTANCE (ALSO SEE TYP. EDGE DISTANCE a1 ml 9c Product n
ILLUSTRATION;SHEET 9) "y
P-HOOK FOR USE WITH BOX SILL RISERS P-HKc PAROOK FOR TS#19,#21S#23 OR#5E WITH X SILL RISERS p;l I YNN 4. •i
Kw PARTS#19,#21 #23 OR#25, �0 ,
METAL INSTALLATION EXTERIOR CONCRETE INSTALLATION EXTERIOR ::'.•'�l�Ft.Is� •,�F�
(SEE TABLES 1A,2A&3A MOUNT (SEE TABLES 1A,2A&3A MOUNT 1 i
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CONFIG. EXAMPLES
MAX.UNIT
WIDTH MAX.UNIT WIDTH
MAX. NOM.PANEL WIDTH
HEADER DETAIL'A', DLO TYP.PER TABLES 1-3 INTERIOR
WIDTH
SHEET 18;INSTALLATION "-1
DETAILS'AV&'Ae,� EXTERIOR
SHEETS 12&13
90°
PANEL PANEL PANEL PANEL CORNER DETAIL'N2',
TYPE
TYPE
ASE TYPE SHEET 19&CORNER
,A, ,K, ANCHORAGE SHEET 11
NOM. MAX.UNIT
MAX. PANEL / MAX. HEIGHT INTERLOCK DETAIL
PANEL ! WIDTH TYP. / DLO PER 'M',SHEET 19
HEIGHT SEE PER HEIGHT TABLES EXTERIOR INTERIOR
NOTE 2 TABLES 1-3 1-3
a JAMB DETAIL'G3',SHEET
.18;INSTALLATION DETAILS
X X X GV&'Ge',SHEETS 12&13
90°
SILL DETAIL'D',SHEET 18;
INSTALLATION DETAILS EXAMPLE:90'INSIDE CORNER,4 PANELS-XX/XX
'Dw'&'DO',SHEETS 12&13
SILICONE
BY OTHERS
DLO WIDTH=NOM.PANEL WIDTH-7"
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NOTES: ` `�y 11'NN
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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. %r: N0.58'105
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CONFIG. EXAMPLESINTERLOCK DETAIL FOR ALL DETAILS ON THIS SHEET,SEE NOTES ON
M',SHEET 19 OPERABLE JAMB DETAIL'GT,SHEET 18;
x fT—INSTALLATION DETAILS'GV&'Gc',SHEETS 12&13
/FIXED JAMB DETAIL'G2', ASTRAGAL HEADER DETAIL W,SHEET HEADER DETAIL W,SHEET 18; MAX -G3%SHEET
SHEET INSTALLATION DETAILSAW'&'Ad,
18;INSTALLATION DETAILS'Ll'& 18;INSTALLATION DETAILS DLO JAMB DETAIL
DETAtLS'GW&'Gc', L2,SHEET 19 'AW&'Ac',SHEETS 12&13V SHEETS 12&13 WIDTH /-18;INSTALLATION DETAILS
SHEETS 12&13 TYP. 'GV&'Gc',SHEETS 12&13
90*
PANEL PANEL PANEL PANEL
TYPE TYPE TYPE TYPE PANEL PANEL INTERLOCK DETAIL
TV V TYPE PANEL PANEL TYPE
TYPE TYPE V,SHEET19
MAX. 'A' Ics. MAX.
NOM. h UNIT UNIT 90*OUTSIDE CORNER
PANEL HEIGHT SILL DETAIL NOM. HEIGHT DETAIL'Nl' SHEET 19&
WIDTH TYP. PER V,SHEET /I PANEL PER CORNER
I MAX.
DLO PER SEE TABLES MAX./L WIDTH TYP: SEE TABLES SHEET 11
INTERIOR
INTERLOCK
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CONSTRUCTION EXAMPLE:OXXX INSTALLATION DETAILS
DETAILS SHEET 16 2-TRACK) 'DW&'Dc',SHEETS 12&13 EXAMPLE:90*OUTSIDE CORNER-MXX(2-TRACK)
ASTRAGAL DETAILS'Ll'& INTERLOCK DETAILV,SHEET 19 JAMB DETAIL'11%SHEET 18:L2,SHEET 19INSTALLATION DETAILS'IW&
:L INTERLOCK DETAILV,SHEET 19 'Ic',SHEETS 12&13
HEADER DETAIL
JAMB DETAIL'HZ,SHEET P-HOOK DETAVY&W,SHEET W,SHEET 18;
18;INSTALLATION DETAILS 19;INSTALLATION DETAILS'JW, INSTALLATION JAMB DETAVIT,SHEET 18;INSTALLATION HEADER DETAILV,SHEET
'HW&'Hc!,SHEETS 12&13 'Jc','KW&'Kd,SHEET 14 DETAILS'Bw'&'Be, DETAILS-IW&V,SHEETS 12&13 -18 INSTALLATION DETAILS
SHEETS 12&13 &'Cc'.SHEETS 12&13
MAX.UNIT WIDTH MAX.UNIT WIDTH
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TYPE TYPE TYPE TYPE TYPE TYPE TYPE TYPE
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MAX.UNIT NOM, MAX
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WIDTHTYP. h wo Id g
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x x x x x x 0
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EXAMPLE:OXXXp SILL DETAVE'SHEET 18-2
EXAMPLE:XXXO SILL DETAIL'F,SHEET 18; 538105
(3-TRACK,RIGHT POCKED INSTALLATION DETAILS (4-TRACK,BY-PASS •
INSTALLATION DETAILS t
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PANEL'S RIGHT STILE TYPE
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ASTRAGAL ASTRAGAL INT CORNER EXT CORNER EXT CORNER INT CORNER EXT CORNER WT CORNER
INTERLOCK INTERLOCK STILE W!HANDLE BOX OUT BOX IN BOX OUT BOX IN 90 LOCKSTILE 90 LOCKSTILE 90 RECEIVER 90 RECEIVER 35 RECEIVER 35 RECEIVER
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BDX IN SIZES&DESIGN PRESSURE.
w W/HANDLE �" LEFT �( INTERIOR RIGHT 2.PANEL TYPES NOT SHOWN OR CROSSED OFF
PANEL PANEL ARE NOT REQUIRED FOR ANY CONFIGURATIONS
�— ASTRAGAL I I STILE EXTERIOR STILE AND ARE NOT AVAILABLE.
BOX OUT T (f
(BoxOUO (eoxour) - 3.90°ASTRAGALS TO USE HEAVY-DUTY STILES
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W BOXIN T (J APPLICABLE STILEIASTRAGAL REQUIREMENTS. EXTERIOR(#119)OR INTERIOR(#120)CORNER
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W/HANDLE 467 r• i 3.305' 4.055•
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FLUSH,1.172' LOW,2-1/2' 23 MEDIUM,3-1/4" 25 HIGH,4"
c.t. •NOT VALID FOR WATER INFILTRATION RESISTANCE REQUIREMENTS,SEE SHEETS 6.8 � 'r a_.
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ASSEMBLY DETAILS
106 FULL PANEL JAMB LENGTH
(SEE SHEETS 12-14 FOR FOR INSTALLATION DETAILS) 6o OR 6t
105
LOCK PART 17
14 106 FULL
JAMB LENGTH 14 E 75&107-110 '
OR 61 5 G3 600R 61 6
16
G 1 BOOR 61 2-TRACK JAMB
2-TRACK JAMB (SHOWN 5 SEE DETAIL G1
CLIP#105 WITH FOR FIXED LOCK PART
105 6"LONG W!RETAINER#106 OPERABLE 60 PANEL CLIP 75&167-11
113 MIDSPAN (SHOWN WITH PANEL)
SEE DETAIL G2
5 FIXED PANEL TO nn�EXTERIOR 103 LOCK5 07.8110 193 FOR FIXED 60 OR 61
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910 X 312-TRACK JAMB 2-TRACK JAMB ,I-(,EXTERIOR EXTERIOR J-LEXTERIOR
SMS,XCLIP#80 OR#105 51 52 W/SCREEN
6"LONGW/RETAINER#123 3-TRACK JAMB 3-TRACK JAMB 4-TRACK JAMB 4-TRACK JAMB
Q (SHOWN WITH H1 (SHOWN WITH H2 (SHOWN WITH 11 (SHOWN WITH 2 (SHOWN WITH
MIDSPANFIXED PANEL TO OPERABLE PANEL) FIXED PANEL TO FIXED PANEL TO OPERABLE PANEL)
THE EXTERIOR) 53 THE EXTERIOR) THE INTERIOR)
eR EXTERIOR
2 ID
EXTERIOR
1 3 4
45 5 113 5 113 5
52 51 89 EXTERIOR 69 EXTERIOR 69
EXTERIOR 53 a a
a
�-TRACK (6E�4-TRACK MAX.UNIT
OPOWN I
TH 2-TRACK SCREEN FRAME HEAD
ECREEN FRAME HEAD FRAME HEAD HEIGHT PER
TRACK TABLES 1.3
53 69 69 69
EXTERIOR EXTERIOR 72 OR 73 'OPVmyed a mm
52 61 72 OR 73 72 OR 73
�] pipp IdpS IdYluSwfll,fLa
11 Dnk jjy,,
46 113 11 9 11 10 NOA
48 47 0 8
611a;n1 Dade Prpinct Contiol
EXTERIOR 112 5 113 113 RY
GI 5 5 Ny LYNN 407 62�
2-TRACK W/SCREEN 3-TRACK 4-TRACK
FRAME SILLFRAME SILL F FRAME SILL N;1•6870 i 7C
ITEM 61 SHOWN,ITEM 60 ALSO APPLICABLE,SEE TABLES =- n
1-3,SHEETS 6-8 FOR DP(PSF)ASSOCIATED WITH STILE. -"1 (J -c
R.ww. Osec Hn>ctru. eta li 0 sl
sc taarzots AOCHANGESTHISSHEE7 1070TECHNOLOOYCRNE r VERTICAL SECTION DETAILS �` �tolTlo?.•' ��:
N.VENICE,FL34276
57 SERIES 770 ALUM.SGD-LM IMPACT
(811}5641600• edea-ft-
— A.LYNN MIILL�R P.E.
SJR 10110/14
CERT.CFAU7H.,Y2BT89 ® SOp-770 NTS 1B d 22 PGT0130 A P.E.#58705
ASSEMBLY DETAILS
(SEE SHEETS 12-14 FOR FOR INSTALLATION DETAILS) 5 4 INTERIOR st 113 118
28 28 7 113
30 11
63 63
27 26 27 103 62 111 63 60 OR 61
BD OR 61 60 OR 61
65
29 14
29 120
5
65 � I--1 85 .
EXTERIOR 111 62 r y EXTERIOR 111 90° W
IOR ,
v 02 EXTERIOR INTERIOR EXTERIOR P-HOOK FOR FLAT SILLS P-HOOK FOR BOX SILLS (� INTERIOR(EXT.OR INT.MOUNT) ®K EXT.'MOUNT ONLY r 90°
LOCK PART LOCK PARRT LOCK PART
75&107-110 75 S 107-710 s1 75&107.110 5 INTERLOCK
14
113
60 60 61 61 116 6
I-I 11
EXTERIOR 113 I+y EXTERIOR 113
IG 113 103 119�'EXTERIOR 7
67 68
Lt WITH STANDARD STILES#60 L2 WITH HEAVY--DUTSTANDARD ASTRAGAL#67 HEAVY-DUTY Y STILES #61 GAL#68 N1 2T CORNER ER ITEM#61(HEAVY-DUTY
RACK SHOWN N2 2-TRACK SHOWN '
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
75 S 107-110
4 INTERIOR
5 4 INTERIOR
135° 5
4ppmvcd as-mplylug with tti
7 11 Florida Uuld Q
' 135° Date_QG
14 5 NOA# -
61 32 103 611..1 a rod
61
EXTERIOR 61, Uy-
32 r
LOCK PART 31 103 61 VEXTERIOR 14 11 7 5 135°INSIDE CORNER ``;`i�.,,4`.f NIsEA�/(�Ci','.
75 S 107-110 VIffiN
02 2-TRACK SHOWN Q'••' .,.
135°OUTSIDE CORNER I!0.!i8'705
Ot 2-TRACK SHOWN
cr
to �Lo
t4
sc ta9rm16 A O CHANGES THIS SHEET 1070TECHNOLOGYORIVE HORIZONTAL SECTION DETAILS,CORNERS O.'•. sTn'E° '✓
er• aro: ROHrm.: '��'•.�'(OI2lD�`.•'•�(j:
N.VENICE,ft 94276 � i,n`� •....... \., `.
,, SERIES 770 ALUM.SGD-LM IMPACT S'!())•,;��.< ,
(941}4661600
aaw+eae �c m..e o>wv� a.. A.LYNN MILLE♦�t.P.E.
de.u9f OeG QwJ a ONs:
CERT.OFAUTH.#29296 ® .1G.770 NTS 19 d 22 PGT0130 A P.E.#58705
JR 10/10/14
WGT# PGT# Description Item DWGT# PGT# Description NOTES;
Item D )ALL ALUMINUM 6063-T6
1 173DO 617308 2-TRACK HEAD • QUANEWTRUSEAL OURASEAL SPACER(COMPOSITE
2 17303 617303 2-TRACK HEAD WITH SCREEN RAL 56 SEALANT/DESSIC4IM or CARDINAL&EDGE SPACER 2)ITEMS#33-39,57-59,66,78,84-99,
3 17309 017309 3-TRACK HEAD 60 17325 617325 PANEL STILE 121&122 ARE NOT USED AND ARE
4 17312 617312 4-TRACK HEAD 81 17320 617326 PANEL STILE(HEAVY DUTY) NOT PART OF THIS APPROVAL.
5 17314 617314 FRAME SCREW COVER 62 17327 ($17327 INTERLOCK ADAPTOR- 3)USE OF#12 OR#13 REQUIRES
6 17317 617317 FRAME HEAD/JAMB ADD-ON 63 1225 6TP248 VINYL BULB WSTP.-THIN(INSIDE INTERLOCK) MIN.#10 SMS OR 3116"MASONRY
7 17304 817304 2-TRACK SILL 64 1729 71729 SILL END WEATHERSTRIP PAD ANCHORS @ 24•'MAX.B.C.
8 17301 617301 2-TRACK SILL WITH SCREEN RAIL 65 17328 017328 INTERLOCK SCREW COVER
9 17307 617307 3-TRACK SILL 67 17329 617329 ASTRAGAL .
10 17310 617310 4-TRACK SILL 68 17339 617339 HEAVY DUTY ASTRAGAL
11 17313 617313 FRAME SILL TRACK INSERT 69 17324 617324 TOP&BOTTOM RAIL
"12 17315 617315 FRAME SILL SCREEN ADD-ON(SEE NOTE 3) 70 17350 417350 WEATHERSTRIP EXTENSION(INJECTION MOLDED)
13 17316 617316 FRAME SILL SCREEN ENDADD-ON(SEE NOTE 3) 71. 1695 71695 1-112•'X1'X3/4'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 74 SILICONE DOW-M,DOW-995 OR GE-7700
17 17311 617311 4 TRACK JAMB 75 8185 78185X GEMINI MORTICE 3-PLY DUAL LOCK WILONO TRDJ PLATE
18 17322 617322 SILL RISER-FLAT,FLUSH,1-112' 70 71032XIFPFX #1032 X1'FL.SS SCREW W/TYPE'F"TIP
19 17319 817319 SILL RISER-BOX,FLUSH,1-112' 77 7103239 10-32 STEEL ZINC UNLIT -
20 11321 817321 SILL RISER-FLAT,LOW,2-1/2' 79 17357 1 617357 1'IG BEAD
21 17318 617316 SILL RISER-BOX LOW,2-1/2' 60 17359 1 617359 7116"BEAD/FVED PANEL CLP
22 11355 617355 SILL RISER-FLAT,MEDIUM,3-114' 81 17380 817360 9/16'BEAD
23 17354 617354 SILL RISER-BOX MEDIUM,3-1/4' 62 1224 BTP247K VINYL BULB WEATHERSTRIP
24 17323 617323 SILL RISER-FLAT,HIGH,4' 63 61745 1745 1LOWE INC,117 X 1/18'SOL.SIDE ADH.TAPE,POLYETH.
25 17320 817320 SILL RISER-BOX HIGH,4' 100 8052 48052 ROLLER ADJ.HOLE PLUG '
20 1 17333 617333 POCKET P-HOOK 101 72087 JAMB BUMPER
27 7070 67070 NEOPRENE BULB WSTP FOR P-HOOK 102 1698 71696 DUST PLUG
28 17334 617334 POCKET P-HOOK MOUNT 103 6168 78186X 1'KEEPER
29 17335 617335 HOOKCOVER 104 653 7SDKEEP SCREEN LOCK KEEPER
30 17348 617348 POCKET P4100K FOR BOXRISER 105 17344 617344 FDED PANEL CLIP-6"LONG
31 17378 617378 135 CORNER 108 17352 017352 FDED PANEL RETAINER-9'16'
32 17378 617376 135 FbED MOUNT 101 1739 71739 HANDLE KIT-NTERIOR RAISED WITH THUMB TURN '
ITEMS 46-63 ARE SCREEN PARTS: 108 1740 71740 HANDLE KIT-RAISED EXTERIOR HANDLE
40 4319 612258 SCREEN SIDE RAIL-LOCKS71LE 109 1731 78162SN HANDLE KIT-RECESSED INTERIOR WITH THUMB TURN
41 7LOCKWGSK SCREEN LOCKSET 110 1732 78178 HANDLE KTT-RECESSED EXTERIOR PULL
42 41818 SCREEN KEEPER SPACER SET 111 710X34PPSDAX#10 X 3/4'PH.PN.TEK-S.S.
43 8152 68152 SCREEN INTERLOCK ADAPTER 112 1235 67518 WSTP,.27OX.170-FIN SEAL
44 4428 64428 SCREEN DOUBLE 14TERLOCK 113 1712 64066 5_87-_X 23(r FNSEAL
45 4317 812258 SCREEN TOP RAIL _il_4_._F 71OX115PPX #10 X 14/2'
40 4318 812257 SCREEN BOTTOM RAIL 115 710XPPT #10 X 1'
47 668 7SRAZ STANDARDROLLER 118 720X1X 914-20X1'S.S. FloFPrklaH as comPlyijug wltY lM
48 66B 7SRAX STANDARD ROLLER-ST.STL 117 720XI12X 014-20X1-1I2'S.S. NO Uuldinq
Dak
aol
49 4344 64344 SCREEN ASTRAGAL 118 17336 017338 90 DEGREE CORNER RECEIVER NOAN
50 17349 617349 OXO SCREEN ASTRAGAL ADAPTER 119 17337 617337 90 DEGREE OUTS DE CORNER ASTRAGAL 61Lm1 Dade Prpluc Co
51 1692 61692 SCREEN SPLINE-.135' 120 17338 8117338 9D DEGREE INSIDE CORNER ASTRAGAL gy
52 1694 61094 SCREEN SPLINE-.150' 123 17352 617352 RXED PANEL RETAINER,7/8'
53 61SIBC20 SCREEN CLOTH ` Z,ON.•••'••.•..41
54 1725 1/2'X4'X 1/18°SET.BLOCK,NEOPRENE 85•/3' .,{C,•'�1CrIJSF �P
55 1728 1'X4'X 1/16'SET.BLOCK,NEOPRENE 85+/-5 - `• if
'f: No.58705
NOTES:
1)ALL ALUMINUM=6063-T6
2)ITEMS#33-39,57-69,66,78,84-9g..121'&122 ARE NOT USED AND ARE NOT PART OF THIS APPROVAL. (tJ 01 S II•U`: _,
SCw.
laSOiS Aanr. DEDXL EDGESPACER TO PARTN58 PARTS LIST �`�'••!'ZORIK)I'••'.
N.7 VENICE,FL 912760RIVE l i��!S'1(�r�1f:1...
SERIES 770 ALUM.SGD-LM IMPACT „I,11,
JJ 10/8115 A (841MBl.1600 B.i um ac+ r..r -06 ii A.LYNN MILLER,P.E.
BJH afmla am CERT.oFAUTH.#22M s soo-no NTS 20 �22 PGT0130 A P.E.#58705
5.069" 8.562" �j 1'36" ►I 1.36" �-
0.080"
TrT,
i' 1.872"
T LJLJ
1.505"
�i1 A 0.081"
0.062" 1.019"
0.081" O2-TRACK HEAD t0 4-TRACK SILL 0.
081"• SCREENJ
(6063-T6 AL) (6063-T6 AL) 40 STILE
6.198" (6063-T6 AL)
6.198" --�{ 6.526" 5.069"
I� 0.080' 1.045"
1.211"
2t1„ 1.505" �
O4
+ 1 1.993' 0.062"
TwflTT"rp
0.081" 2-TRACK HEAD W/SCREEN TRACK--A
O3-TRACK SILL J SCREEN
(6063-T6 AL) (6063-T6 AL) 74 2-TRACK JAMB 45 TOP RAIL
(6063-T6 AL) (6063-T6 AL)
2-TRACK JAMB W/
7.105" 6221" 75 SCREEN TRACK
0.080` (6063-T6 AL)-m.
1.505" p 1- 0.875'
12+1" 1.36"
1.993"m0.062'
0.081" O3-TRACK HEAD O2-TRACK SILL W/SCREEN TRACKL
(6063-T6 AL) (6063-T6 AL) 0.081" SCREEN
S4s BOTTOM RAIL
(6063-T6 AL)
9.142" 0.081"
4.49" '
0.080'
1 211" 1.505" 7.105"
9.141"
0.081" O4-TRACK HEAD O2-TRACK SILL
(6063-T6 AL) (6063-T6 AL)
0.060" 4)pmved u complyi,Mli 16
1.514" 0.062' p ride Bedding Code
1.260T 0.532" 0.760" Nleml Dade Prodm Cbat t
y0.060" 1.990" Br
1.616"
FRAME HEAD/JAMB SCREEN FRAME SILL SCREEN FRAME SILL SCREEN 7\JY ....., �•'c' i�
sO ADD-ON ADD•ON 73 >'•;'r+
72 END ADD-ON 1s 3-TRACK JAMB <;
(8063-T6 AL) (6063-T6 AL) (6003-T6 AL) (6063-T6 AL)
REQUIRES MIN.#10 SMS REQUIRES MIN.#10 SMS _ No.58705
OR 3116"MASONRY OR 3116"MASONRY 8(6063-T6
JAMB - _.
SEE SHEET 17 FOR SILL RISERS. ANCHORS @ 24"MAX.O.C. ANCHORS @ 24"MAX.O.C. (60063-T663-76 AL) Ly
r0��I�s:'i1/�
R.WBY. I>✓• Rr alw: o+"w�. -���•'.,• STAlE01
SC 10IM015 A NO CHANGES THIS SHEETFCOf`IDi`.•'
1070 TECHNOLOGYORNE EXTRUSIONS �;•..,'•..•,,,:••.. .��,,�
wa: R N.VENICE n 34276
way. Ror ar SERIES 770 ALUM.SGD-LM IMPACT i�OIV�1.•
(s4Qr00-1600 I 1 I III A
a".`aw Rk A.LYNN+BILLER,P.E
o'er 0"" Dew CERT.OPAUTHN28206 soano NTS 21 d 22 PGT0130 A P.E.#58705
JR 10110114
0.718" 0.83" 3.802" 2.304" 0.752" 3.802"
I~ �
0.752"0.574"� 0.796" 0.885"
LL;�1.163"1
0.062" 0.080" j� 0.062" 10.062" 1
0.264" I 0.075" 0.233"
'FRAME
COVER 11 SILL 2s P-HOOK 2e P-HOOT(MOUNTING 29 P-HOOK SCREW . 3o P-HOOK FOR BOX RISER
TRACK ADAPTOR COVER 0.060" 6063-T6 AL
(6063-T6 AL) (6063-T6 AL) (6063-T6 AL) (6063-T6 AL) (6063-T6 AL) ( )
4"
.155"
.080 4
2.30 1.488" , 1.73
9" -�
0.080" 1.600 0.133" 1.600 0.062"
LAOLI
0.830" 0.062" 1.303"
016"
.080" 1.870" 1.888"
3.125" 0.325"
1.974' -•� 3.125" 0.062"
2.44° �
INTERLOCK
31 6z INTERLOCK
135°CORNER 32 135°FIXED MOUNT 60 STANDARD STILE s1 HEAVY DUTY STILE
(6063-T6 AL) (6063-T6 AL) (6063-T6 AL) (6063-T6 AL) ADAPTs5ER SCREW COVER
(6063-T6 AL) (6063-T6 AL)
3.979" � 3.979`
UL4.125"
0.075" 0.062" 1.04" 10501,I+- 1.050" 1.050"
0.075" 1.645" �9045'.
2611" 485"
4� .045" �- .045" �-
0.125"" 0.281" 3.25'
GLAZING 7/16"GLAZING9/16"GLAZING
87 STANDARD ASTRAGAL O HEAVY DUTY ASTRAGAL 69 TOPIBOTTOM RAIL 79 (1 ) so 9t
(6063-76 AL) ' (6063-T6 AL) (6063-T6 AL) BEAD G. BEAD,FIXED BEAD
(6063-T6 AL) PANEL CLIP (6063-T6 AL)
(6063-T6 AL)
1.003" 1.03"
4" 5.621"
0.757" 0.08011,
0.050'
O FIXEDPANEL CLIP IPProl'�e"mmplying w11Y tlw
FJ
0.133" R1 rNa Boldin crde
105- 0.709" 2.893" 0.133" 1.498" Otte �`f 20I
498"
(6063-T6 AL) 1 u
0.080"
550"
MIAMI N-k Product Control
-�I+ �- + 0.863 �
I
FIXED PANEL 5.621 --
0.709" RETAINER,718" 90°INSIDE CORNER ASTRAGAL `�`�G�V I.YNit� ,
123
0.080" ►1 (6063-T6 AL) 2'826q 119 91206063-T6 AL
0°OUTSIDE CORNER ASTRAGAL ( ) `.: .•'�tGtihlS,^''•.`�
(6063-T6 AL)
FIXED PANEL 11e 90°CORNER RECEIVER No.61t705
106 RETAINER,9116" (6063-T6 AL) _
(6063-T6 AL)
RenCBy4 Rawmc °i'°e"x f/11. , 1(/
U _
a
O.'.
SC iN62016 A OCHANGES THIS SHEET f070TECHNOLOOYDAIVE EXTRUSIONS ;�'•31276 �t�H1oi...•
Ec Rwtlna' �`l ........
N.VENICE,FLD�G- SERIES 770 ALUM. SGD-LM IMPACT S ``;"I
. (001}480.1600 A.L`/IIN AIILL�R,P.E.
o�yWlS adc m."° A
m.�Vn a..
CERT.OFADIH.#20206 SOD470 NTS 22 d 22 PGT0130 A P.E.#58705
JR 10/10/14