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� Pmduct Approval Menu>Product or Anolication Search>Anolication List>Application Detail s PP JUL 2 1261
g=
°s ` FL# FL251-R27
PEF?FAI-MMG
App iica[ionType
St. Lucie County,, FL
Code Version 2014
Application Status ved
*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 1 o ogy Drive
North Venice,FL 34275
(941)486-0100 Ext 22318
druark@pgtindustries.com
Authorized Signature Jens Rosowski
jrosowski@pgtindustries.com
Technical Representative Jens Rosowski
Address/Phone/Email 1070 Technology Drive
Nokomis,FL 34275
(941)486-0100 Ext 21140
jrosowski@pgtindustries.com
Quality Assurance Representative
Address/Phone/Email
Category Exterior Doors
Subcategory Sliding Exterior Door Assemblies
Compliance Method ing
Certification Agency Miami-Dade BCCO-CER
Validated By Miami-Dade BCCO-VAL
Referenced Standard and Year(of Standard) Standard Year
TAS 201,202,203 1994
Equivalence of Product Standards
Certified By
Product Approval Method Method 1 Option A
Date Submitted 03/15/2016
Date Validated 03/22/2016
Date Pending FBC Approval
Date Approved 03/22/2016
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Florida Building Code Online Page 2 of 3
Summary of Products
FL# Model,Number or Name Description
251.1 SGD-670(Non-Impact) Aluminum Sliding Glass Door
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FI251.,.-R27_C CA 1.5_7()13,:14,prif
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date {
Impact Resistant:No 04/07/2020
Design Pressure:N/A Installation Instructions
` Other:Please see Miami-Dade County Notice of Acceptance(NOA)for Ft.2.51 R27 1 15-1013.14.Pdf
product performance Information,anchorage details,and anchor type, Verified By:Miami-Dade BCCO-CER
size,and spacing information. Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party: i
251.2 JSGD-670HP(Nan-Impact) Aluminum Sliding Glass Door I
I
{Limits of Use Certification Agency Certificate
I Approved for use in HVHZ:Yes FL251 R27 C CAC 15-0106.07 HP.pdf i
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date i
Impact Resistant:No 03/24/2020 f
I Design Pressure:N/A Installation Instructions
Other:Please see Miami-Dade County Notice of Acceptance(NOA)for FL251 R27 II 15-0106.07 HP.9df 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 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.odf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:No 03/18/2019
Design Pressure:N/A Installation Instructions
Other:Please see Miami-Dade County Notice of Acceptance(NOA)for FL251 !227 11 15-0609.11.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-770(Large Missile ImpacV WinGuard Aluminum Sliding Glass Door
Limits of Use Certification Agency Certificate
Approved for use in Z:Yes FL251 R27 C CAC 15-1013.15.odf
Approved for use outside es anteit
on Date
Impact Resistant:Yes 02/17/2020
Design Pressure:N/A Installation Instructions
Other:Please see Miami-Dade County Notice of Acceptance(NOA) FL251 R27 Il 15-1013.15.
product performance information,anchorage details,and anchor type, 'fled B e CCO-CER
4 size,and spacing information. Created by Independent Third Party: {
1 Evaluation Reports
Created by Independent Third Party:
251.5 JSGD-770HP(Large Missile Impact) WinGuard Aluminum Sliding Glass Door
Limits of Use Certification Agency Certificate j
Approved for use in HVHZ:Yes FL251 R27 C CAC 15-0106.08 HF 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 It 15-0106.08 HP LM.odf
{product performance information,anchorage details,and anchor type, Verified By:Miami-Dade BCCO-CER
j size,and spacing information. Created by Independent Third Party:
I Evaluation Reports i
Created by Independent Third Party:
{251.6 ISGD-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
(, 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 I1 15-0106.09 HP SM.odf
product performance information,anchorage details,and anchor type, Verified By:Miami-Dade BCCO-CER
size,and spacing information. Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
i
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 15-0903.09.9df
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date I
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 11 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.9df
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 Ii 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:
251.9 SGD-3030(Large Missile Impact) Architectural Systems Aluminum Sliding Glass Door
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL251 R27 C CAC 15-0612.06 LM.Ddf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 02/14/2018
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Florida Building Code Online Page 3 of 3
{ Design Pressure:N/A Installation Instructions
Other:Please see Miami-Dade County Notice of Acceptance(NOA)for FL251 R27 It 15-0612.06 LM'T 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:
251.10 SGD-3030(Small Missile Impact) Architectural Systems Aluminum Sliding Glass Door
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL251 R27 C CAC 15-0612.07 SM.ndf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 02/14/2018
Design Pressure:N/A Installation Instructions
Other:Please see Miami-Dade County Notice of Acceptance(NOA)for FL251 R27 IF 15-0612.07 SM.gdf i
product performance information,anchorage details,and anchor type, Verified By:Miami-Dade BCCO-CER
size,and spacing information. Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
i
251.11 SGD-5470(Non-Impact) Vinyl Sliding Glass Door
Limits of Use Certification Agency Certificate
{ Approved for use in HVHZ:Yes Ft.251. 427 C CAC 15-1710.07_pdf i
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:No 04/21/2021 i
Design Pressure:N/A Installation Instructions i
Other:Please see Miami-Dade County Notice of Acceptance(NOA)for FL225t_R 7 I1 15-1210.02,.pAt
product performance information,anchorage details,and anchor type, Verified By:Miami-Dade BCCO-CER
size,and spacing information. Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
251.12 SGD-5570(Large Missile Impact) Vinyl Sliding Glass Door
Limits of Use Certification Agency Certificate !
Approved for use in HVHZ:Yes FL251. R27 C CAC 15-1210.01.odf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date !
Impact Resistant:Yes 04/14/2021
Design Pressure:N/A Installation Instructions
Other:Please see Miami-Dade County Notice of Acceptance(NOA)for F1.251 R27 Ii I5-12.10.01.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:
..._........_......_............................................-.............................................................__..........__............................................__._....................................................................................................._.__....____._. ........................1
99 RE
Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824
The State of Florida is an AA/EEO employer.Coovriaht 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:
WJ FOR] fChkM
Credit Card
Safe
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MIAMI•DADE MIAMI-DADE COUNTY
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.miamidnde.1ov1eeonom1
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 descri as een designed to com ilding
Code,including the High ocity Hurricane Zone.-
DESCRIPTION: Seri "SGD-770"Aluminum Sliding Glass Door w/90°& 135°corners—L.M.I.
APPROVAL DOCUMEN 0 titled"Series 770 Alu - c ', 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 C trol Revision stamp with the
Notice of Acceptance number and at y the Miami-D a our Predr>c ontrol Section.
MISSILE IMPACT RAT G:Large and Small Missile Impact Resistant
LABELING: Each unit shall bear s name 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 NOA#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.
NOA No. 15-1 .
CM11AMI-DW)EUNTY Expiration Date: February 17,2020
!0 120115
15
Page 1
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 scaled 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 tinder 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-6031, 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. 15-0430.08)
C. CALCULATIONS
1. Anchor verification calculations and structural analysis,complying with FBC-5tb
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
"Butacite®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 PP e ,P.E.
Product Control x miner
NOA No. 1'5--1 013.15
Expiration Date: February 17,2020
Approval Date: October 29,2015
E-2
TABLE A:
SERIES 770, IMPACT RESISTANT SLIDING GLASS DOOR Group Anchor substrate From Min.Edge Min.
INCLUDING POCKETS & 900/1350 CORNERS Concrete(mn.2.85ks1) ae^SII91JeEmbedment
Distance 6me
GENERAL NOTES 1 1/4'Elco Ultracon Ungrouted CMU,(ASTM G90) Jamb only 2412' 1414'
1)GLAZING TYPE OPTIONS:SEE TABLE B,THIS SHEET&GLAZING DETAILS ON SHEETS 4&5. Grouted CMU As
2)DESIGN PRESSURES: 114'Elco 410 S.s Concrete(min.3.35 ks0 HeadlSllgJamb 1 13/4'
A.NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E1300. Crete, Ungrouted CMU,(ASTM G90) Jamb only 2-112" 1.114'
B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E1300. P.T.sou Plna sG=0.55 HeadlSialJemb t•
3 ANCHORAGE:THE 33-1/3%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS v4"Elco Ultmcan Concrete(min. ST ks 1316'
Ungrouted CMU(ASTM G90) Jamb only 1' 1.114'
PRODUCT. MATERIALS,INCLUDING BUT NOT LIMITED TO STEEL SCREWS,THAT COME INTO CONTACT P.T.Southern Pine(SG*0.55) Head/SIIVJamb 9116' 1318
WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE CURRENT FLORIDA N12,183 or410 Aluminum,6116345' Head/9111/Jamb 318' 0.063'
BUILDING CODE.FOR ANCHORAGE DETAILS SEE SHEETS 6-14. S.S.SMS, steel,A36• HeadfSlNJamb 318" 0.050•
4)SHUTTERS ARE NOT REQUIRED PER FBC REQUIREMENTS,AS APPLICABLE. 3 (min.11 threadslln) Steel stud,A653 Gr.33' Head/Sill/Jamb 3/8' 0.0451'
5)INSTALLATION SCREWS,FRAME SPLICES,FRAME AND PANEL CORNERS TO BE SEALED WITH Concrete(min.3.275 ksq Head/SIII/Jamb 1-112' 1318'
NARROW JOINT SEALANT. 114•Elco 18-9 S.S. Ungrouted CMU,(ASTM C.90) Jamb only 2' 1-114"
6)REFERENCES:ELCO ULTRACON,CRETEFLEXAND AGGREGATOR NOA'S,ANSUAF&PA NDS FOR Aggre-Gator' Grouted CMU(ASTM C4 0.min.2 ksl grout) Jamb only 2- 7
WOOD CONSTRUCTION AND ADM,ALUMINUM DESIGN MANUAL. P.T.Southern Pine(SG=0.55) Head/SlUJamb 1' 1318'
7)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE P.T.southern Pine(SG=0.55) HeadfS9VJamb 9116' 13/8•
CURRENT FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ). 4 912,Steel SMS G5, Aluminum,8063-T5' 14ead/S6VJamb 319• 0.063-
8)DOOR SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS PER CURRENT (min.it threadalln) Stee,A36' HeadlSllWemb 318 0.050'
l
FLORIDA BUILDING CODE,AS APPLICABLE. Steel Stud,A653 Gr.33' HeadISIA/Jamb 318' 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,1X WOOD BUCKS ARE OPTIONAL IF UNIT IS
INSTALLED DIRECTLY TO SOLID CONCRETE.WOOD BUCKS DEPICTED AS 2X ARE 1-1/2"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.......B-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 Desc I Ito m 6tterlorto Interior) EXTRUSIONS....................21,22
e
G3 7116'Laminated: 31/,16'Hs Glass wUh.090'PVB Inledeye Approved u tomplyle`e4lb t,
aminated:(2)Dtes of 114'FiS a "o "
rW 11
DESIGN PRESSURE RATING IMPACT RATING Date Q)
G4 7118'Laminated:(2)Liles of 3118'HS Glees wllh.090'SG lntedayer ROAM
G4A 9116'Laminated:(2)Liles of 1/4'HS Glees vAlh.09W SG kiledayer SEE TABLES 1,2&3 ON RATED FOR LARGE SMALL 111.-1 Dade Preducr
volalroll
G5 1'Lamineled LG.:3/16'T Exterior Cep+3/8'Air Space+7/18'Laminated;(2)Liles Of 3/,16'HS Glass vAlh.090"PVB Imedayer SHEETS 6,7 8 6 MISSILE IMPACT RESISTANCE
OSA 1'Laminated I.O.:1/4'T Exledor Cap+5/16'Alr Space+7/f6'Laminated;(2)Utes cf3116'Hs Glaae woh.090'PVB lntedayer nv'
GB 1'Laminated I.G.:3116'T Exledor Ca +3/8'Air Space+7/16'Leminated;(2)Utes of 3/16'HS Glass woh.090'SG Irdedeyer GLAZING NOTES: /A
GSA 1'Laminated LG.:1/4'T Exterior Cap+5/16'Airs ce+7116•Laminated; 2 Liles of 3/,16'Hs Glass with.090'sO lntedaer "ANN"=ANNEALED ��t�ON( LYNN di,e
G7 7116•Laminated: 2)Utes of 3'16•ANN Glass with.090'SG Imeda er "HS"=HEAT STRENGTHENED :.,�'� .•''`IGENgF •.,F,p ��
07A 9/18'Laminated:(2)Liles of 114'ANN Glass with.090"3G Intede er "T'=TEMPERED
G8 1'Laminated 1.0.:3116"T Exterior Cap+3/8'Air Space+7116'Laminated;(2)Liles of 311 VANN Glass with.090"SO lntedayer "PVB"_.090"BUTACITE�I' B BY KURAR;4Y AMERICA,INC. �`: i n`
h.o.58705
GSA 1'Laminated I.O.:114'T Exterior Cep+5116'Air Space+7116'Laminated;(2)Liles of 3116'ANN Glass with.090•SG lntedayer °IG"=.090"SENTRYGLA Y KURARAY AMERICA,INC.
SC faWO15 A F UPDATEDINTERLAYER MANUFACTURER, s7A EOF
-10 HN GENERAL NOTES AND MAP -•'��r.'••.F,LDIzIDP.••'•;�`�;
A
VE a SERIES 770 ALUM SGD-LM IMPACT
o.� d 22 POT0130 X•LYNN MILLER,P.E.
JR 1W10/f4 a.� CERT.OFAUTH.928299 ® SOD-770 NTS 1 A REX 58705
EXAMPLE CONFIGURATIONS CONFIGURATIONS NOTES:
1)ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS
POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB
MAX.UNIT WIDTH MAX.UNIT WIDTH LOCATIONS USING DETAIL"Jw","Jc'."Kw"OR"Kd'INSTALLATION.
EXAMPLE:4-PANEL XXXX IN POCKET(p)CONFIGURATION CAN BE
NOM.PANEL WIDTH NOM.PANEL WIDTHA pXXXXp,pXXXX OR XXXXp.OXXX IN POCKET CONFIGURATION
PER TABLES 1-3 PER TABLES 1-3 2 CAN BE OXXXp.
2
'r
2)90-&135-CORNER CONFIGURATIONS CAN BE A COMBINATION
Fw
OF ANY 2 STRAIGHT CONFIGURATIONS.
/ vj-cl%
7
MAX. rlr @� /Sv�jc
MAX.UNIT 3)FOR NOM.PANEL WIDTH,SEE TABLES 1-3.
HEIGHT a 1 i HEIGHT
PER TABLES 1-3 PER TABLES 1-3 -X-=OPERABLE PANEL,
F_4 0'=INOPERABLE PANEL,
POCKET V=POCKET POCKET DETAIL LETTER
1,
1-PANEL2., WOOD OR METAL INSTALLATION
"c"=CONCRETE INSTALLATION
CONFIGURATIONS 1 CONF SHEETNUMBER
MAX. IDTH
M• DLO WIDTH=NOM.PANEL WIDTH-7"
NOM.PANEL WIDTH A NOM,PANEL WIDTH OLD HEIGHT=DOOR UNIT HEIGHT-10.125"
PER TABLES 1-3 3 3 PER TABLES 1-3sePANEL HEIGHT DOOR UNIT HEIGHT-1.866"
w
r
�jc 1 i iKm
62�- d2A
I
Igo I
MAX.UNIT c 3 �i-gj
HE HT Q
HEIGHT CK (N
PER TABLES -3 MAX.(ER 19
TA LES 1-3
i
POCKET
IlL 11L�—I
3-PANEL CONFIGURATIONS 4-PANEL CONFIGURATIONS c
12 3 13 1
MAX,UNIT WIDTH MAX. NIT TW T
WIDTH
UNIT —
NOM.PANEL WIDTH NOM.PANEL WIDTH
PER TABLES 1-32 1 1 PERTABLES 1-3
1 13
19
t
dab tomplying wfth It*
vi 91 vig Mrids C
,7 . 14 1
MAX.UNIT MAX.UNIT
// 1 Z SEE YOAH
HEIGHT
(4 0 NOTE "law D rodw
19 19 -c-&-C&
HEIGHT a 9, PER L) 2,THIS
PER TABLES 1-3 ilE TABLES 1-3 SHEET.
POCKET
EXTERIOR
5-PANEL CONFIGURATIONS 1 PNu.5a705
CORNER, P..
INSIDE CORNER SIMILAR)
Y
Sc --IF5 A NO CHANGES THIS SHEET STA*C OF
(OUTSIDE CORNER SHOWN,
EXAMPLE CONFIGURATIONS \F 4Q
N.VENIM FL$W6 "so 11 ....
-'; )Nlf\l
SERIES 770 ALUM,SGQ-LM IMPACT /"I,. . -
A.LYN'N MILILER,P.E,
JR _j101101JE4 CERT.OFA I— ----- J�;TSJ`72 -22 1 PGTO130 A P.E.0
EXAMPLE CONFIGURATIONS
MAX,TESTED UNIT WIDTH= CONFIGURATIONS NOTES.,
355-7/16-@ 96-HEIGHT 1)ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS
300-1/4"@ 120-HEIGHT POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB
NOM.PANEL WIDTH LOCATIONS USING DETAIL"Jw","Jo",'Kve OR"Ke INSTALLATION.
EXAMPLE:4-PANEL XXXX IN POCKET(p)CONFIGURATION CAN BE
PER TABLES 1-3 pXXXXp,pXXXX OR XXXXp.OXXX IN POCKET CONFIGURATION
rw- CAN BE OXXXp.
vae,
2)90.8,135°CORNER CONFIGURATIONS CAN BE A COMBINATION
MAX. uoT- 1 1:%2
�a a OF ANY 2 STRAIGHT CONFIGURATIONS.
HEI //@ t I 1 10
96"OR 120' j F 3)FOR NOM.PANEL WIDTH,SEE TABLES 1-3.
1 "X"=OPERABLE PANEL,
PocKgr
O'=INOPERABLE PANEL,
1IL 11 _j1r "P"=POCKET
6-PANEL CONFIGURATIONS
f—DETAILLETTER
MAX.UNIT WIDTH WOOD OR METAL INSTALLATION
CONCRETE INSTALLATION
NOM.PANEL WIDTH AAce cc SHEET NUMBER
PER TABLES 1-3
J J i DLO WIDTH=NOM.PANEL WIDTH-7'
11"7 Lil 401
tih, dh DLO HEIGHT=DOOR UNIT HEIGHT-10.125"
�j 97 PANEL HEIGHT DOOR UNIT HEIGHT-1.866"
9
MAX.X
HE 9
PER TABLES 1-3
f/
POCKET
7-PANEL CONFIGURATIONS
MAX.UNIT WIDTH
NOM.PANEL WIDTH
PER TABLES 1-3
1 13 &n
9 1097 \1191
MAX. 97- Naga
9 �MiAade Product
X 87 ti f s
HE
PER TABLES W
p
OCKIEr
8-PANEL CONFIGURATIONS
w p w a No.53705
13�113
sc lasmill A OC HANGESTHISSHEST STAI f:0
—w. 0.0, R.KA— 1070 TECHNOLOOYDRIVE EXAMPLE CONFIGURATIONS
N,VWICE,FL 34275
/()NAI-
SERIES 770 ALUM.SGD-LM IMPACT "O,mo
A.LYNN MILLER,P.E.
JR 10110114 CERT.OFAUTH,#29290 SGD-770 J�NTS 3 22 PGT0130 A REX 58705
GLAZING DETAILS(G3, G3A, 1341 G4A, G5& G5A)
7116"N .
7/16"NOM. V NOM.
3/16"_GLASS 3116"HS GLASS---\ 3116"HS GLASS
-
.090,PVB090"SG •593 EVS-
.090-S -
— 74 3/16"HS GLASS
74 3/16"HS GLASS
_1\ I 318"AIR SPACE- 74
82 82 3/16"T GLASS
83
EXTERIOR 3/4"NOM, EXTERIOR 3/4"NOM.
GLASS GLASS 3/4"NOM.
BITE SITE 56 GLASS
BITE
EXTERIOR
80 so
79
54 54
55
7/16"LAMINATED GLASS,TYPE 7/16"LAMINATED GLASS,TYPE G4 I"LAMINATED I.G.GLASS,TYPE G5
M. 9/16"NOM. 1 NOM.
1/4"HS GLASS— 114"HS GLASS— 3116'HSGLASS
-
.090"PVB--\ .090"PVB-
114"HS GLASS n74 1/4'H *090"So 74 3/16'HS GLASS-
S GLA 5116"AIR n74
1/4"T GLASS
82 82
83
EXTERIOR NOM. 314"NOM.
3/4'
GLASS EXTERIOR GLASS 3!4"NOM.
BITE BITE GLASS
EXTERIOR BITE
81
79
90
H GLASS
S SS
R SPACE E 74
'LASS
ti. NOM_
,4AG
BITE GLASS
BIT
E
64 54
55
,400
9/16"LAMINATED GLASS TYPE G3A 9/16"LAMINATED GLASS,TYPE G4A 1 LAMINATED I.G. GLASS,TYPE G5A tot arwut
GLAZING NOTES: N I
"ANN"=ANNEALED
Ns�
"HS"=HEAT STRENGTHENED
'T'=TEMPERED
No.63705
"PVB"=.090"8UTACITE PYB%Y KURARAY AMERICA,INC,
'SG'=.090"SENTRYGLAnY KURARAY AMERICA,INC. _0
SC I&WO,, A UPDATED INTEWYER MANUFACTURER
RWWIV-'Gg--F4wr- lVV DETAILS
FIL 34275
SERIES 770 ALUM.SGQ LM IMPACT
a;w.-r rw;-5MGF.-y D.. .....�ILL-E'
JR 10110114 A.LYNN R,RE,
CERr.OPAUM.MM SOD-770 lazTsr74 -22 T0130 A REJA 56705
GLAZING DETAIL 1, G6A, G7, G7A, G8 & G8A)
— !"NOM. 7/16"NOM. V NOM.
3/16"HS GLASS- 3/16"ANN GLASS--\ 3f16'ANNGLASS-
.090"SG— — .090"SG
3/16"HS GLASS- .09 3116"ANN GLASS-
3/8"AIR SPACE— 74 3116*ANN GLASS 74 3/8"AIR SPACE—- 74
as
HS GLASS A
S
R*ACE82
3/16'T GLASS 3/16"TGLASS
--\
78
83 EXTERIOR 314"NOM. 83
3/4"N
OM
314"NOM. GLASS NOM.
GLASS <1 GLASS
BITE BITE BITE
EXTERIOR EXTERIOR BITE
<:1 8, so <3
79
55 54 55
V LAMINATED I.G.GLASS,TYPE G6 7/16"LAMINATED GLASS,TYPE G7 I"LAMINATED I.G.GLASS,TYPE G8
—
1"NOM. — 9/16"NOM. 1'NOM.
3/16"HS GLASS- 3/16"ANN GLASS
,090'SG— 114°ANN GLASS— —
090"SG
3116"HS GLASS- ,090"SG . —
5116"AIR SPACE— 74 1/4"ANN GLA 74 3/16"ANN GLASS-
5/10'AIR SPACE— 74
114"TGLASS
1/4"T GLASS02 =
83 83
3/41'NOM. EXTERIOR 3/4"NOM.
66 GLASS GLASS 56 314"NOM.
BITE BITE GLASS
EXTERIOR BITE
81 EXTERIOR
79
<�3 79
55 54 4PPMda WMpjyjag Vft tj*
65 Flortda
7 Date
"Immil Do Product
1"LAMINATED I.G.GLASS,TYPE G6A 9/16"LAMINATED GLASS,TYPE G7A V LAMINATED I.G,GLASS,TYPE G8A
GLAMNG NOTES: L N
"ANN"=ANNEALED
"HS"=HEAT STRENGTHENED
'T"=TEMPERED
z -'Y
"PVB`=.090"BUTACITE PY&BY KURARAY AMERICA,INC, No,58705
"SG"=.090"SENTRYGLAS`BY KURARAY AMERICA,INC.
P�W.
7-0 • Irtl;
aax �4. L
sc UPDATED WtRLAYER MANUFACTURER
1070 TECHNOLOQYDR[VE GLAZING DETAILS
ay: wh
N.VENICE FL 34275
Wft'Q—
(041moo-two SERIES 770 ALUM.SGD-LM IMPACT 10NAV.
I%
A.LY11'1 flit INN MILLER,P.E.
JR CERr.OFAUTH.429M ;Ts 1-5 022 T'0
1 —PG130 A RE.#58705
_j
TABLE 1: BLE 1A:
Design Pressure(DP)and Anchor Quantities Required,(for all approved Maximum DP for all sizes:+8p/ 111 Height to Max.(+)DP
configurations on Sheets 2&3) (May be limited (Water lniltretion Rating)
For comer astragal anchorage on 90'or 135'comer units,see sheat 11 8I Riser r milt
Table applies to Glass Door Unit( I Fie { lot or Box,see reight ure,Desip
�" �" 96" Sheet 17) Pressure,psf
Types 3,3A,5,5A,7,7A,8 -718'DLO 3.7/8°DLO 79-7/W DLO ti8"DLO Ftush-1.117 sea n
&8A and the Stile!Astragal Anchor Group Anchor Group Anchor Group Anch
types shown below. 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 Metfium-3-114' +
Hea S C4+1 +1 C4+1 +1 C4+1 +1 C4+1 +1 C4+1 + C4+1 + 04+1 + C4+1 C4+ +60.0
24' O Jamb 8 8 $ 8 6 8 8 8 8 8 8 8 B $ 8 g SEE NOTES 1-3
P-hook 8+7 6+7 6+7 $+7 7+8 7+$ 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8
Head/Sili C4+1 C4+i C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 CA+1 C4+1 C4+1 Od+1 C4+1 C4+1 C4+1 C4+1
30" t)LO Jamb 8 8 8 8 8 8 6 8 $ 8 8 8 8 8 8 8
P-hook 6+7 8+7 6+7 6+7 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+g 7+8 7+B 7+8 7+8
Head/Sill C4+1 C4+1 C4+1 04+1 04+1 C4+1 04+1 04+1 04+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 04+1
ti 36" DLD Jamb 8 8 8 8 0 8 8 0 8 8 $ 8 B 8 B B
P-hook 6+7 6t7 6+7 6+7 7+8 7+8 7+8 7+8 7+8 7+8 T+g 7+8 7+g 7+8 7+8 7+8 OH LENGTH
�Head/Sllll CA+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C:4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4 +1
Z 42" 38 8 8 8 8 $ 8 8 8 8 8 8
6t7 8t7 16+7 6+T T+B T+g 7+8 7+8 7+8 7+8 7+$ +e 7+8 7+8 7+8 7+8 w rz
41° Head/S111 04+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 OR2 C4+2 04+2 C4+2 C4+2C4+2 x o� OH RATIO Z 1
" DLO Jamb 8 $ 8 6 8 8 8 $ 8 $ 8 8 8 a a $ Q n
P-hook 6+7 6+7. 6+7 6+7 7+8 7+$ 7+8 7+8 7+g 7+g 7+8 7+8 7+8 7+8 7+8 7+8
FOR EXAMPLE ON USIO TABLE,SEE SHEET 7.
NOTES: OH RATIO=OH LENGTH
1)POSITIVE PRESSURES IN TABLE 1 ARE BASED ON THE USE OF THE 3-1/4"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 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",3-1/4"AND 2-112"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=
6)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 Lgcksti e @ 135'Astragat Lockstlle @
Assembly Stralght Astragal Assembly 90'Astragal AssemhSy 135°Astragal aeprored ae eamid7lQ[trit�t8s
Standard Stiles Standard Stile Standard Stile Standard Stile Standard Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Florida Id
D
StandardAstragai Outside C Outside Cside ate
M d _
Corr Corner at mD�c Product
ne
insidea•�� 3 tat LYNN
inside Corner Corner Outside �0,.••• ••••.,(�
Corner a�,r �tct:aisF '•.FQ `%
Part#61(Stile) Part 1161 Stile ;
Part 1160(x2) Pari 1160 Part 1160 Part 1160(Sine) part 1160 Part N118 Corner Part#119{Out.} parts 1131&1132 Part 1161
Part n67(Astragal) ( Part 0120(In.) =
Receiver) (Corn,&Fxd Mount)I —
SC >t 1016 A O CHANGES MS SHEET °�" '� Y`S j, C,j ;'•L(!I
�_&1114
N.7 £t0i60RNE DPANDANCNDR,4GE�� 'te+r/.red-redo SERIES 770 ALUM.SGD-LM IMPACTaec a.t�wst acwr ati.r w++avxa +w: A.LYPtNrALLER.P.E.
JR CERT-CFAUTH.b.'9Yad 500.770 NTS {) a 22 PCiTOf30 A P,E.µ58705
i
TABLE 2:
Design Pressure(OP)and Anchor Quantifies Required,(for all approved configurations on Sheets 2&3) Maximum OP for all sizes:+641-60
For caner astragal anchorage on 90'or 135'comer units,see sheet 11 (May be limited by Table 2A)
Table Miles to Glass Types Door Untt Height
4,4A,6,6A,7,7A,8&SA 90' 84' 90' 96' 102' 108' 114' 120'
and the Stile,!Astragal types 89.718'DLO T3.718'DLO 79.1118'i7L0 85-TIW 131.0 91-718'DLO 8T-T8'DLA 103418'OLO 109-7!8'DLO
shown below. Anchor Group I Anchor Group Anchor Group Anchor Group I -Anter Group Anchor Group Anchor Group Anchor Group
1 1 2 3 1 4 1 t 1 2 3 4 1 1 2 3 4 7 1 2 1 3 4 7 1 2 1 3 4 1 1 2 1 3 1 4 1 2 1 3 1 4 t 2 3 4
adlaill C4r1 04+1 C4+1 G4+1C4+1104+1 +1 C4+1 C4+1 +1 +1 C4+1 C4+ +1 C4+1 + +1 04+1 + C4+ C4+1 + +1 C4+1 C4+1 +1 +161+1 r C4
+i C4+1 +
24' DLO Jamb 8 1 8 9 I 8 1 8 1 a B 8 8 8 a 8 8 1 a 8 8 10 110 10 10 10 1 10 10 10 10 1 70 70 10 10 10 10 10
P-hook 8r7 6+7 6+7 8t7 7+9 7+8 7+8 7+8 7r8 7+8 7r6 7+8 7+0 7+0 7+9 7+8 8+9 8+0 B+9 8+9 8+9 8+9 8+9 8+9 9+10 9+10 9M0 9+10 4+10 9+10 9+10 9+10
30" p� t4eadrS111 C4+1 04+1 C4+1 C4+1104+1104+1 04+1 61+1 04+1 C4+1 04+1 C4+1 CAM C4+1 C4+1 C4+1 04+1 C4+1 C4+1 04+1 C4+1 C4+1 04+1 C4+1 C4M C4r1 C4+1 C4M C4+1 C4+1 C4+1 04+1
0 Jamb B 8 8 8 6 8 6 a B 6 8 a a 8 6 8 10 10 10 t0 10 t0 10 10 10 10 10 t0 10 10 10 10
P-hook 6+7 8+7 6+7 8+7 7+e 7+8 7+8 7.6 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 6+9 8+9 8+0 8+9 8+9 8+9 8+9 8+9 9+10 9+10 9+10 9+10 9+10 9+10 9+10 9+10
Head/Sill C4M 04+1 CAM C4+104+1 C4+1 04+1 NO CAM C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C40 04+1 C4+1 C4+1 C4+1 04+1 04+i C4+4 C4+i C4+1 C4+1 Cd+1 CA+t C4+1 C4+1
DLO Jamb 8 8 a 8 a 6 8 8 6 8 8 8 8 8 a 8 10 10 10 10 10 10 10 10 10 10 10 10 10 10 t0 10
P-}eok 6r7 6r7 8+7 6+7 7+e 7t8 7+8 7+8 7+8 7+e T+a 7+6. T+8 7+6 T+8 7+8 8+9 6+9 6r9 8+9 8+9 8+9 8+9 9+8 9+}0 9+i0 9+10 9H0 9+1019+10 0+10 9+10
�{ WadlStil 04+1 c4+1 01+1 CAM C4+1 Coll C4+1 C4+1104+1104+1 C4+1 040 C4+1 C4+1 C4+1 G4M C9+1 C4+1 CAM C4+1 Cori C4M C4+1 C4M C4+1 C4+1 05M CSrt C4+1 C4+1 CSM C5M
0. OL0 Jamb a �6+7
8 6 a 6 8 8 8 a 6 8 8 8 8 8 10 10 10 10 10 10 10 10 10 10 110 10 10 110 10 to
P-hook 6+7 6+7 6+7 7+8 7+8 7+8 7+B 7+8 7+8 7+8 1+6 7+A 7+6 T+B 7+8 8+9 8+9 6+9 8+9 8+9 6+0 8+9 8+9 9+10 9+f0 9+f0 4+10 9+101900 9+1019+10
Head/Sill C4+2 C4+2 C4+2 C4+2 C4+2 G4+2 C4+2 C4r2 C4+2 C4+2 C4+2 C4+2C4+2 C4+2 C4+2 C4+2 Cd+2 C4t2 C4+2 C4+2 Cd+2 Ca+2 Ca+2 C4+2 Ca+2 C5+2 C6+248' DLO Jamb B B B 6 9 9 8 B 6 8 B B B a 8 10 10 10 t0 t0 ip 10 10 10 10 10 10 10 10 10 10
Pfiook 6+7 6+7 a+7 8+7 T+B 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+9 7+8 7+8 8+9 8+9 8+9 8+9 8+9 9+9 6+9 8+9 9+10 9+10 9+110 9+i0 9+10 9+10 9+10 9+1g
Head131a C4+2 04+2 C4+2 C4+2 CA+2 C4+2 C4+2 C4+2 04+2 C4+2 C4+2 G1+2 C4+2 04+2 C4+2 C4+2
5d' �LLO Jamb 6 a 8 a 8 8 8 6 8 9 8 8 a a 8 B
Pfiaok 8t7 8+7 8N 8+7 7+87+8 7+8 7+0 7+8 7r8 7+8 7rB 7+8 7+8 7 8 7+8
FieadiS4il C4+2 C4+2 CA+2 C4+2 C4+2 04+2 C4-2 C4+2 C4+2 C4+2 04+2 04+2 C4+2 04+2 + Ca+2 Not available in these sizes
O DLO Jamb
W!,
8 6 B a 8 a a 8 B 8 B 8 a a B
P-twok a+7 6+7 6+7 6+7 7+6 7+8 7+8 T+8 7+8 7+8 7+8 7+8 T+8 7+8 + 7+8
NOTES: 0= EXAMPLE ON SHEET 9 DLO WIDTH=
1)POSITIVE PRESSURES IN TABLE 2 ARE BASED ON THE USE OF THE 3-114"SILL,
2)WHEN USING THE 2-1Z 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 Sill Height to Max.(+)DP (
(NEGATIVE PRES.UNCHANGED).SEE TABLE 2A. OH LENGTH i� DLO HEIGHT=
3 (Water fight DOOR UNIT HEIGHT-10.125"
Infiltration Rating)
}4",3-114"AND 2-1l2"SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1-1(2" S4II Riser Height
SILL IS NOT AND MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED.MAX. (+)Design
(Fiat or Box,see w t7
=
POSITIVE DESIGN PRESSURES SHOWN IN TABLE 2 MAY BE USED WHEN THE DOOR IS PROTECTED BY Pressure,psf = o OH RATIO z 1 PANEL HEIGHT
AN OVERHANG COMPLYING WITH THE CURRENT FBC(SEE ADJACENT DIAGRAM);THIS CONDITION IS Sheet 17) = 0 DOOR UNIT HEIGHT-1.866"
NOT RATED FOR WATER INFILTRATION, Flush-1-V2' Soo mote 3 p
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-3-1141 +60.0
6)JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY,DIVIDE BY 2 FOR PAIRS TO BE High-4" OH LENGTH
INSTALLED. SEE NOTES 1-3 OH RATIO=OH HEIGHT
THE FOLLOWING STILE&ASTRAGAL TYPES SHALL BE USED FOR TABLE 2,SEE SHEETS 21&22 FOR PART DIMENSIONS AND SHEETS 18&19 FOR ASSEMBLY DETAILS.
Interlock P-hook Lockstile @ lamb Straight Astragal Lockstile @ 90'Astragal Lockstile @ 135'Astragal Lockstile @ Approved a mmpiyla;xit(<1M
Assembly Straight Astragal Assembly 90'Astragal Assembly 135°Astragal Florida id g
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 oak
Standard AstragalInside NOA#
Outside Corner^" Outside 4f amt do Protect enol
Corner Corner
8v
Inside 11 i Ill
Inside
COT
ner Corner Outside Cly{LYNN
Corner ��•,.•410EIJSF'.•'P
Part#61(Stiie) Part 061(Stile) part#119(Out.) Part#61(Stile)
Part#61(x2) Part#61 Par[461 Part 061 Part#118(Corner Parts#31  Part#61 %f No.56705
Part#67{Astragal) Part#120(in.)
Receiver) (Corn.&Fxd Mount} 61
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TABLE 3: TABLE 3A:_
Design Pressure(DP)and Anchor Quantities Required,(for all approved configurations on Sheets 2&3)
Maximum DP shown below SillHeightto Max.{+}DP
For comer astragal anchorage on 90'or 135°comer units,see sheet 11 (May be limited by Table 3A) r Infiltration Rating)
Door Unit Height Silt Riser Height
Table applies to Glass typos 4,4A, 80" 84" 90° 96° 102° 108" (Flat or Box,see (+)Design
6.64.7,7A;8&RA and the Stile/ 69-/8"DLO /8'DL 79-716"OLD -718"DLO 91-71&'DLO 97-718,OLD Sheet 17) Pressure,psi
Astragal types shorn below. Ant or Group Anc or Group Anchor Group Anchor rap Anchor roup Anchor Group Flush-t-112' see rote 3
1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 t 1 2 1 3 41 i 1 2 3 1 4 Low-2-112" +46.67
est n tessure +/-90.0 + s +1_7 s Medium-3-114' +80.0
24" 17" Head'Slll C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4ti C4+1 C4+i C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 04+1 C4+1 C4+t C4+1 04+i C4+1
DLO Jamb a 8 8 8 8 8 8 8 8 8 8 8 8 8 8 e t0 t0 10 70 10 10 10 10
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 8+9 8+9 8+9 8+g 6+9 8+9 8+9 Bt9 SEE NOTES 1-3
Design Pressurs +1•90.0 psi +1.82.5 psf +/-75.0 psf
30" 23" Head/Slll C4+t C4+1 C4+1 C4+1 C4+1 04+1 C4+1 C4+1 C4+1 04+1 C4+1 C4+i C4+1 C4+1 C4+i C4t1 CA+1 C4+1 C4+1 C4+1 04+1 C4+1 C4+1 C4+1
t DLO Jamb a 8 a a a a 8 8 8 8 8 8 8 9 8 8 10 10 10 10 10 t0 f0 10
P-hook 6+7 6+7 6+7 6+7 7+B 7+0 7+8 7+B 7+a 7+e 7+8 7+8 7+8 7+8 7+8 7+8 8+9 1 8+9 1 8+9 1 8+9 8+9 1 6+9 1 8+9 1 8+9
Design Pressure +/•50.0 psi +1.62.6 pst +/-75.0 psi
0. 36" 29' HeedlSlll C4+1 C4+1 C4+2 C4+2iC4+1 C4+1 Gt+2 C4+2 C4+1 C4+1 C5+2 C6+2 C4+1 C4+1 C5+2 C5+2 C4+1 C4+1 C5+1 C6+1 C4+1 C4+1 C5+1 C5+1
DLO Jamb 6 B 1 8 18 a 8 8 6 8 8 8 8 8 8 t0 8 10 10 1 10 1 10 10 1 10 10 1 10
P•hook 6+7 6+7 6+7 6+7 7+a 7+8 7+a 7+8 7+8 7+8 7+8 7+8 7+g 8+9 g+9 B+g 8+9 8+9 8+9 B+g
S Design Pressure +/.90.0 psi +1$2,5 pat +i-76.0 pat OH LENGTH
42° 35" HeedrSit C4+2 C4+2 C4+2 C4+2 04+2 C4+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 c5+2 c5+2 c5+2 C5+2 06+2 05+2 C5+2 C5+2 C6+2 C5+2 C5+2 !-
DLO Jamb 8 8 a 8 8 8 8 8 8 8 10 8 8 8 10 8 10 10 10 10 10 10 10 10 =
P-hook 8t7 7+8 7t8 7+8 7+8 7+8 7+8 7+8 7+8 8+9 9+9 8+9 8+9 8+9 8t9 8+9 8+9 8+9 8+9 8+9 6+9 8+9 8+9 8+9 W
z p) OH RATlO 1
Design Pressure +/•9p.0ps/ See Note A below. +F82,6 pat +/-75.0 pat z poli
48` 41" Hefld+S18 04+2 C4+2 05+2 G5+2 04+2 C6+2 G5+2 G5t2 G5+2 C6+2 C5+2 CS+2 G6+2 C5+2 C6+2 C6+2 C5+2 C5+2 C6+2 G6+2 05+2 C6+2 06+2 06+2 p
DLO Jamb 8 a B 8 8 a 10 8 8 e 10 8 8 8 10 8 10 10 10 10 14 10 10 10 1
Pfioak 6+7 7+8 7+8 7+8 7+8 8+9 8+9 8+9 8+9 8+9 8+9 8+9 8+9 9+i0 9+t0 9+10 8+9 9+10 9+50 9+10 8+9 19+1019+1019+10
FOR EXAMPLE ON USING TABLE,SEE SHEET 7. NOTE A:+/-50.0 PSF FOR GLASS TYPES 4,4A,6,6A.7A, 8&8A; +/-87.1 FOR GLASS TYPE 7
NOTES: OH LENGTH
1)POSITIVE PRESSURES IN TABLE 3 ARE BASED ON THE USE OF THE 4"SILL- OH RATIO=OH HEIGHT
2)WHEN USING THE 2-112"SILL,POSITIVE WATER DP IS 46.67 PSF MAX.WHEN USING THE 3-1t4"SILL,POSITIVE WATER DLO WIDTH=
DP IS 60.0 PSF MAX.WHEN USING THE 4"SILL,POSITIVE WATER DP IS 90.0 PSF MAX(NEGATIVE PRESSURES NOM.PANEL WIDTH-7'
UNCHANGED).SEE TABLE 3A. DLO HEIGHT=
3)4',3-1/4"AND 2-1t2'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.
Interlock P-hook Lockstile @ lamb Straight Astragal Lockstile @ 90"Astragal Lockstile @ 135'Astragal Lockstile @
Assembly Straight Astragal Assembly 90'Astragat Assembly 135'Astragat kppmd xr wraplylagrlt!#n
Florida dd ng ' e
Heavy-duty Stiles Heavy-duty Stile Heavy-duty Stile Heavy-duly Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile ruroAa
Heavy-duty Astragal Outside Corner,,L Outsida Inside Corner MI mi o de Prodm
_T__ L�t�_icgj i1Corner
+,--r"' � Ry—
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Inside
Corner Outside `�U1SI LY... /rl/(!
Inside Corner Corner �' ttct+ssfi
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Part#61(Stile) Part#61(Stile) Part#119(Out.) Part 1161(Stile) �!;;' Pip 54705 xr
Part#61(x2) Part#61 Part#61 Part 468(Astragal) Part#61 Part 0118(Corner Part 4120(In.) Parts#31  Part#61
Receiver) (Corn.&Fxd Mount) -
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1070 TECHNOLOGYDRIVE DP AND ANCHORAGE P.
N.VENICE.FL 34276 ram .. .-- �;Crt� '.•(UHID... C.� .
te41y 4eatsao SERIES 770 ALUM.SGD-LM IMPACT i-ONA1- ,,'`\
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JR 10/10/14 CERT.OFAUTH.p2 M SOD-T70 NTS 23 a 22 PGT0130 A A.LYNN�68705,P.E.
P.E.4 58705
NO FRAME "7+8"P-HOOK ANCHORAGE CONSISTS OR SEE"C5"CLUSTER
SEE JAMB (7)P-HOOK ANCHORS, SEE"135"CLUSTER MAX.UNIT WIDTH DETAILS,SHEET 10
SPLICE :• REQUIRED @ (PERPENDICULAR TO GLASS DETAILS,SHEET 10 FOR SEE"C " STRAGAL
NOTE, EXTERIOR PLANE)SEE TABLE 2,SHEET 7 INTERLOCK "C6' SHE FOR INTERLOCK 24"MAX.O.C.
THIS POCKETS AND M CLUSTER,SEE
PANEL WIDTH DETAILS,SHEET 11 x x
SHEET SEE POCKET (8)P-HOOK ---_____ _ x x x x x x x 6"
JAMB MOUNTING _x x x x x x x x x x z�
INSTALLATION, ADAPTER 6'MAX. x x x x xx x x x x x
THIS SHEET ANCHORS MIDWAY j W MAX.
&SHEET 14 BETWEEN P-HOOK 4 PAIRS F
' ANCHORS&AT 3" o x=FRAME x x ANCHOR
FROM TOP& i .® II oO ANCHORS 96" (TOTAL 8
BOTTOM i w 14" I i 1 o UNIT 21"MAX. ANCHOR )
MAX O.C.' "11�� HEIGHT O.C. PER JAM
4.051" "MAX.TO OPENING 1 & ®I 14"MAX.O.C. (�®=P-HOOK
EDGE OF POCKET SE w a I 0 ANCHORS x x SEE JAM
INS- kTI N ion ®I ' Z DETAIL
DETAIL! & C', I'm �o Irl o=P-HOOK
BELOW)
END PANEL SHEET 14& ART : cc
I®� i MOUNTING
ANCHORAGE DETAILS'J'&'K', i h 1 I o F MAX. ADAPTER x x
24"MAX. �--k®1 ANCHORS x
(2 ANCHORS) SHEET I FOR i
O.C. P- OK L---_ 6-MAX x x x x xx xxx %x `✓ DPANEL
x`
"+2" ANCH RS END PANEL x' x, x x x x x x - x x x 6-MAX. ANCHORAGE(SEE
ANCHORAGE `—� x x . x, x x x x x' x SKETCH BELOW)
ANCHORAGE •+2•
(SEE S CH BELOW) �.+2• �•+2' �^+2- ANCHORAGE ANCHORAGE
CENTERLINE TMP' ANCHORAGE ANCHORAGE ANCHORAGE
OF PANEL 1 2.04"
24"MAX. EXAMPLE:5-PANEL 2 TRACK,90"OUTSIDE C X0-EXT.MOUNT P
O.C. 60'x 96"NOM.PANELS,ANCHOR GROUP 3 IN CONCRETE SUBSTRATE(SEE TABLE 2,SHEET 7) 6" SPLICE NOTE:
NON-STRUCTURAL
ANCHORAGE EXAMPLE NOTES: ANCHORS MAY BE ADDED
I 1)APPROVED ANCHORS:SEE TABLE A,SHEET 1 AS NEEDED TO ALIGN THE
7— 2)ANCHOR LOCATION SPACING FOR ANCHOR QUANTITIES SPECIFIED IN TABLES 1-3 SHEETS 6-8: EXTERIOR HEAD OR SILL IF A SPLICE
60" I CENTERLINE OF HEAD&SILL:8"MAX.FROM FRAME CORNERS.USE SPECIFIED CLUSTER FROM 21" 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"
^+2"ANCHORAGE REQUIRED IF THE O.C.DISTANCE TO THE NEXT ANCHOR
CLUSTER IS OVER 24",OTHERWISE ANCHORS ARE NOT E,F 6"MAX.
3.6" 7— 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. wrpmvedaawmMyluawith
"+2"ANCHORAGE ANCHOR PAIR ,.rwda Id
REQUIRES SEE"C5"CLUSTER END PANEL UAl. I t I
CLUSTER,SEE CENTERLINE CENTERLINE
DETAILS,SHEET 10 ANCHORAGE t1CIAN
• DETAILS,SHEET 11 INTERLOCK FOR ASTRAGAL ASTRAGAL (2 ANCHORS) 6• et mt Dada Pioduet C-hull
i 4.051" — 3.5,. MAX. nr.
•
• � • —�• •� •- _ ,��p14`(.LYNN^i`/
i
a - — •-
CENTERLINECENTERLINE CENTERLINE No.56705 .
EXTERIOR OF PANEL 3 °+2"ANCHORAGE OF PANEL 4 "+2"ANCHORAGE OF PANEL 5
SEE SHEET 11 FOR OTHER INTERMEDIATE ANCHORS } (� [Y,
�.,ea RMbu' p, sT 'E OF
Sc 1018M15 A OCHANGES MSSHEEf tO70TECHNOLOOYDRNE ANCHORAGESPACING&EXAMPLE PLANS
x•vwvu 'i eC' '•.FC URIOt`.•'•-\
N.VENICE,FL a7a7s SERIES 770 ALUM.SGD-LM IMPACT ,/�'%;,�(�N���•�' \
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10/10/74
ASTRAGAL Oft SPLICE LOCATION ASTRAGAL OR I (FOR SPLICE ASTRAGAL OR SPLICE LOCATION 6"DIAG.
INTERLOCK--�IF NEEDED INTERLOCK—, CONDITION,USE INTERLOCKS IF NEEDED 2.04' 2 04"
CENTERLINE I CENTERLINE 'C6"CLUSTER DETAIL) CENTERLINE 1 1.7V
— 3.5" EXTERIOR -6-DIAG.
1.75" 21"
DIAG. D G. MAX.
142.04" D.C. EXTERIOR
2.04" /h Ir Z04" 21"
EXTERIOR 0 1 5.64� MAX.
7- EXTERIOR 04'DIAG.; T' 0'C.
ft r EXTERIOR
7�— 6"MAX
2-TRACK FRAME HEADISILL 2-TRACK FRAME HEAD/SILL 2-TRACK FRAHEADISILL
ASTRAGAL OR INTERLOCK 0-)ASTRAGAL OR INTERLOCK ASTRAGAL OR INTERLOCK 5.64'
(USE WHERE 4 CLUSTER (USE WHERE 6 CLUSTER (USE WHERE 6 CLUSTER 2-TRACK L .7
ANCHORS ARE REQUIRED,"CV) ANCHORS ARE REQUIRED,"135-) ANCHORS ARE REQUIRED,"C6') FRAME JAMB 6"MAX.
ANCHOR PAIR
4-TRACK
ASTRAGAL OR SPLICE LOCATION ASTRAGAL OR (FOR SPLICE ASTRAGAL OR [_SPLICE LOCATION 6"DIAG. FRAME JAMB
INTERLOCK--I—iF NEEDED INTERLOCK--j CONDITION,USE INTERLOCK-1 IF NEEDED EXTERIOR ANCHOR PAIR
CENTERLINE CENTERLINE i C6-CLUSTER DETAIL) CENTERLINE 3.5' 2.04-
3.5" T' 1V
ANCHORS MAY BE INSTALLED
21" , EITHER IN THE EXT.OR INT.
Z04" MAX. TRACK(INT.SHOWN)
.08" 4,08"' 14"DIAG. O.C.
Ll I I �<. t i 2.04" NOTES:
OR B-14 1.ALL DIMENSIONS SHOWN
EXTERIOR 7"' EXTERIOR VG. EXTERIOR �5-W35 — ARE BASED ON MIN.
IG 3-TRACK FRAME HEAD/SILL 10, FRAME HEAD/SILL ID 3-TI HEADISILL 6"t�AX ALLOWED.I
ASTRAGAL OR INTERLOCK 0 ASTRAGAL OR INTERLOCK 0-ASTRAGAL OR INTERLOCK 2.FOR HEAD OR SILL SPLICE
(USE WHERE 4 CLUSTER (USE WHERE 5 CLUSTER (USE WHERE 6 CLUSTER 3-TRACK FRAME IAMB LOCATIONSIANCHORAGE AT
L IR
ANCHORS ARE REQUIRED,'C4') ANCHORS ARE REQUIRED,-05') ANCHORS ARE REQUIRED,'C6') ANCHOR PA P-HOOK SEE SHEET 9.
ASTRAGAL OR I_SPLICE LOCATION ASTRAGAL OR ASTRAGAL OR (FOR SPLICE FOR SPLICED
INTERLOCK-"-IIF NEEDED (FOR SPLICE CONDITION,DO NOT CONDITIONS ONLY:
INTERLOCK CONDITION,USE INTERLOCK
CENTERLINE CENTERLINE C6'CLUSTER DETAIL) CENTERLINE USE THIS DETAIL) SPLICE LOCATION
lJ5" TIFNEEDED
3.6" 3.6' 3.5'
6 0�
2.04" 4"DIAG. 2.04' 2.04�' "ft.pIYIv9wIlht6
4"DIAG. Qrld. old
I)ak
2.04" *,5.37.DIAG. 4 DIAG. "AN
0 0 Mlxr'M!�
4.08' al Ndc Pmdadw
Can
4"DIAG. 1 2.04" 1-7
EXTERIOR E��3 �3 5-
2 illy,
EXTERIOR EXTERIOR 3.5' LYNN
7" 7"
4-TRACK FRAME HEAD/SILL 4-TRACK FRAME HEAD/SILL 4-TRACK FRAME HEAD/SILL
0 ASTRAGAL OR INTERLOCK (a)ASTRAGAL OR INTERLOCK aASTRAGAL OR INTERLOCK w
(USE WHERE 4 CLUSTER .' : No.58705
(USE WHERE 5 CLUSTER (USE WHERE 6 CLUSTER ANCHORS ARE REQUIRED,"C6')
ANCHORS ARE REQUIRED,-C4') ANCHORS ARE REQUIRED,`CS-) WITH&WITHOUT SPLICE CONDITION
to
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101'OTECHICE�NOLO
FLGYDRNE ANCHORAGE,EXAMPLE CLUSTERS
N.VIW34275
SERIES 770 ALUM.SGD-LM IMPACT 4M-
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10 -22 1 PGTO130 P.E.#58705
4EX-TERIOR
2.04 INTERIOR 2.04" INTERIOR 2.04" NOTES:
INTERIOR 7„ 1.ALL DIMENSIONS SHOWN
ARE BASED ON MINIMUM
?4-DIAL. 8'94 ALLOWED.
AG. 6.12" 3 5" 3'S2.DETAILS DEPICT ANCHOR
INTERINTERIOR 7INTERIO 1 ° INTERIOR 1 , QUANTITY AND SPACING,
90° 3. " EXTERIOR AND WOULD BE IDENTICAL
RIOR EXTERIOR 4"DIAG. 4"DIAG. FOR EXTERIOR OR INTERIOR
CORNER CONFIGURATIONS.
EXTERIOR
. 4" 3.5" 3 54„ ANCHOR
2.02 04° 7" 2.04" EXTERIOR 2.44" 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 II 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,"CC) ANCHORS ARE REQUIRED,"C6") ANCHORS ARE REQUIRED,"� "+2"ANCHOR
ANCHORS ARE REQUIRED,"C6")
4.08' _
INTERIOR INTERIOR
EXTERIOR 4.08' "+1'ANCHOR
2.04" 4"DIAG.
INTERIOR 4' 3.5" INTERIOR 7.41 3.5„ 1 °
90° 7" 135° CENTERLINE
EXTERIOR OF PANEL
3 I 3'S" "+3"ANCHOR
4.08" 4.08" 5.37"D AG. 7"
5.37"D AG.
CENTERLINg 2.04"
3.5'. 4" 3.5"
OF PANEL 4"DIAG.
EXTERIOR EXTERIOR �— 7" 4" INTERIOR ALS "+2"ANCHOR °3.5'
7" EXTERIOR
90°CORNER 135°CORNER n VIEWS 7
3-TRACK FRAME HEAD/SILL 3-TRACK FRAME HEAD/SILL V CENTERLINE
OF PANEL
('C6"ANCHOR CLUSTER REQUIRED ("C6"ANCHOR CLUSTER REQUIRED 2-TRACK FRAME HEADISILL
AT ALL 3-TRACK CORNERS) AT ALL 3-TRACK CORNERS) 4"DIAG. INTERMEDIATE ANCHOR LAYOUT
INTERIOR 6.12" OERIOR
2.04"
+- 2.04" 2„ 3.5
EXTERIORCENTERLINE
4„ INOF PANEL
INTERIOR 90° 3.5„ 2.04" "+3"ANCHOR
4"
G• 7^ �ppmeduamplyingwlikt►
° &d,
6.12" 4"DIAG. 6. 4.06" A"MAr
TERIOR >
2.04" 3.5" 4" 4"DI3.5"EXTERIOR 7' 204„ CENTERLINE
`\�•�Cp i LYNN
90°CORNER 135°CORNER I OF PANEL ,;�,• �cElds '•�F-p '
4-TRACK FRAME HEAD/SILL 4-TRACK FRAME HEAD/SILL 4-TRACK FRAME HEAD/SILL
("C8"ANCHOR CLUSTER REQUIRED ("C8"ANCHOR CLUSTER REQUIRED INTERMEDIATE ANCHOR LAYOUT I•lo.54!05
AT ALL 4-TRACK CORNERS) AT ALL 4-TRACK CORNERS) (3-TRACK SIMILAR) =
Ly
(0rs°„eer 0.r: naw,. oeoYm+ ,U '. (•0 TL 1(1
(;) fn7E OF
SC lanw16 q O CHANGES THIS SHEET
RON 1070 TECHNOLOOYDRNE ANCHORAGE EXAMPLE CLUSTERS
N.VENICE,FL 34276 >r: �i �i •.....' �'
n am. SERIES 770 ALUM.SGD-LM IMPACT '';''k)Pdit�
1941}46a1666
sNalbdK sr°• •g+k' uwc"s en" A.L1TtJN MILLEI2'P.E.
01eMT� mb: �^BtlF'° 0. CERT.OFAUTH.#29296 ® SOD-770 NT$ 11 a 22 PGTO130 A P.E.#58705
JR 10/10/14
7INSTALLATION 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
2-1116"' 2-1116"' 2.1/16"' NOTES:
114„ 1/4" 114" 1.ALL DIMENSIONS
- o MAX. MAX. MAX. SHOWN EXTERIOR S M ON MIN.ALLOWED.
SHIM EXTERIOR SHIM
2.METAL OR WOOD
EMBEDMENT: T � t `r 1 SUBSTRATES MAY BE
SEE TABLE A. J USED FOR ALL FRAME
E BASED
SHEET 1 TYPES PER TABLE A,
2X WOOD WOOD ANCHOR TYP., 2X WOOD WOOD ANCHOR TYP., METAL TYP., SMS AN TYP., SHEET 1.
TYP.,SEE ANCHOR SEE ANCHOR NOTES TYP.,SEE ANCHOR SEE ANCHOR NOTES SEE ANCHOR SEE ANCHOR NOTES
NOTE 3,SHEET 1 &TABLE A,SHEET 1 NOTE 3,SHEET 1 &TABLE A,SHEET 1 NOTE 4,SHEET 1 &TABLE A,SHEET 1 •DIAGONAL O.C.IS
2-TRACK FRAME HEAD ja 3-TRACK FRAME HEAD 6a 4-TRACK FRAME HEAD MIN 4"(HEAD&SILL)
aw WOOD INSTALLATION BwWOOD INSTALLATION METAL INSTALLATION OR 6"(JAMB)SEE
WOOD ANCHOR TYP., 2X WOOD WOOD ANCHOR TYP., 2X WOOD SMS ANCHOR TYP., METAL TYP., DETAILS,SHEETS 10&11.
SEE ANCHO*DISTANCE:
ANCHOR SEE ANCHOR NOTES TYP.,SEE ANCHOR SEE ANCHOR NOTES SEE ANCHOR
&TABLE AHEET 1 SEE &TABLE A,SHE1 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*ET
( SHEET 1�
(1/4"MAX.) ._;::<::_=:: (114"MEXTERIOR T EXTERIOR EXTERIOR EMBEDMENT:SEE
TABLE A,SHEET 1
2-11162 2-1/16'� EDGE DISTANCE:
EDGE 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
4a 2-TRACK ME SILL
E SILL
WOOD INSTALLATION Ew WOOD INSME SILL 46E]�3-TRACK TAE
LLATION Fw METAL(INSCK TALLATION
EMBEDMENT:SEE
TABLE A,SHEET 1
EDGE DISTANCE:
EMBEDMENT:SEE SEE TABLE A,
TABLE A,SHEET 1 �I SHEET 1
EDGE DISTANCE: METAL TYP.,
EMBEDMENT:SEE SEE TABLE A, SEE ANCHOR
TABLE A,SHEEr—
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2-TRACK FRAME JAMB 3-TRACK FRAME JAMB &Eh 4-TRACK FRAME JAMB
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NCRETE EDGE DISTANCE:SEE E A,SHEET 1 SEE TABLE A,SHEET 1 SHOWN ARE BASED
TABLE A,SHEET 1 CONCRETE CONCRETE
R TABLE PER TABLE 2-1/16"• ON MIN.ALLOWED.
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ANCHOR NOTE 3,SHEET 1 TABLE A,SHEET 1 ANCHOR NOTE 3,SHEET I TABLE A, EET 1 ANCHOR NOTE 3,SHEET 1 TABLE A,SHE 1
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SEE TABLE A,SHEET 1 PER TA LE SEE TABLE A,SHEET 1 PER TABL SEE TABLE A,SHEET 1
EMBEDMENT:SEE TABLE A,SHEET 1 A.SHEE 1 EMBEDMENT:SEE TABLE A,SHEET 1 A,SHEET 1 EMBEDMENT:SEE TABLE A,SHEET
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PROPERLYSECURED PROPERL SECURED ".
SEE TABLE A, 'Approved as complyingwlti 116
1X WOOD BUCK TYP., 1X WOOD UCK TYP., Flortdn Id g
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CONFIG. EXAMPLES
MAX.UNIT
WIDTH MAX.UNIT WIDTH
MAX. NOM.PANEL WIDTH
HEADER DETAIL W, DLO TYP.PER TABLES 1-3 INTERIOR
SHEET 18;INSTALLATION WIDTH
DETAILS'AW&'AC',� EXTERIOR
SHEETS 12&13
90°
PANEL PANEL PANEL PANEL CORNER DETAIL-N2-,
TYPE
TYPE
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A• ,K, ANCHORAGE SHEET 11
NOM. MAX.UNIT
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PANEL , WIDTH TYP. / h DLO PER 'M',SHEET 19
HEIGHT SEE PER HEIGHT TABLES EXTERIOR INTERIOR
NOTE 2 TABLES 1-3 1-3
JAMB
TAIL'G3',SHEET
18; NSTALLATION DETAILS
XX X 'GvV&'Gc',SHEETS 12&13
lip L
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INSTALLATION DETAILS EXAMPLE:90°INSIDE CORNER,4 PANELS-XX/XX
'DW'&'De,SHEETS 12&13
SILICONE
BY OTHERS
DLO WIDTH=NOM.PANEL WIDTH-7"
DLO HEIGHT=DOOR UNIT HEIGHT-10.125"
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2)(1)LOCK(ITEMS 75&107-110)AT EACH LOCKSTILE,LOCKING INTO KEEPER(ITEM 103)AT FRAME JAMB OR ASTRAGAL. %c: No.5B705
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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'GT,SHEET 18;
l,�—INSTALLATION DETAILS-GW&'Gc',SHEETS 12&13
HEADER DETAIL W,SHEET 18; MAX.
IXED JAMB DETAIL'G2', ASTRAGAL HEADER DETAIL W,SHEET DLO JAMB DETAIL'G3',SHEET
SHEET 18;INSTALLATION DETAILS'L1'$ 18;INSTALLATION DETAILS INSTALLATION DETAILS'Aw'&'Ac', WIDTH /'18;INSTALLATION DETAILS
DETAILS'Gw'&'Gc', L2,SHEET 19 'Aw'&'Ac',SHEETS 12&13 SHEETS 12&13 TYP ^( 'Gw'&'Gc',SHEETS 12&13
SHEETS 12&13 90`
EXTE IOR 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' OS' K, MAX. 90*
/ NOM. / / UNIT / UNIT DETAIL INV,SHEET E98
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HEIGHT SHEET 15 HEIGHT TABLES 1-3
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MAX.UNIT WIDTH �I MAX.UNIT WIDTH
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PANEL CORNER SHEET 18 MAX.UNIT WIDTH ��I
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&
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HEADER DETAIL 1
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SHEETS 12&13 &'Cc',SHEETS 12&13
r+-- MAX.UNIT WIDTH Imo— MAX.UNIT WIDTH
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TYPE TYPE TYPE TYPE j TYPE TYPE TYPE TYPE
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PANEL'S RIGHT STILE TYPE
PANEL SINGLE SINGLE FIXED LOCKSTILE ASTRAGAL ASTRAGAL ASTRAGAL ASTRAGAL INTCORNER EXTCORNER EXT CORNER INTCORNER EXT CORNER EXT CORNER INT CORNER
INTERLOCK IMERLOCK 35 BOX OUT BOX IN 90 LOCKSTILE 9D LOCKSTILE 90 RECEIVER 90 RECEIVER 35 RECEIVER RECEIVER
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PANEL n� PANEL ARE NOT REQUIRED FOR ANY CONFIGURATIONS
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(Box""' Boxouq 3.90°ASTRAGALS TO USE HEAVY-DUTY STILES
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((J BOX IN U APPLICABLE S71LElASTRAGAL REQUIREMENTS.
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ASSEMBLY DETAILS
(SEE SHEETS 12-14 FOR FOR INSTALLATION DETAILS) 106 FULL PANEL JAMB LENGTH
60 OR 61 105
FULLLENGTH 75& PART
14 106 OF JAMB t4 758:107-11 17
60 OR 6t 6 G3 60 OR 61
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28 28 30 7 113
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27 26 27 63 ta�
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14
29 29 &Mill 65
120
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Item
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1 17308 877306 2--TRACK HEAD QUANEWTRUSEAL DURASEAL SPACER(COMPOSITE
56
2 17303 617303 2-TRACK HEAD WITH SCREEN RAL SEALANT/DESSICANT)orCARDINAL XL EDGE SPACER 2)ITEMS#33-3g,'57-59,66,78,84-99,
3 17309 017309 3-TRACK HEAD 60 17325 677325 PANEL STILE 121&122 ARE NOT USED AND ARE
4 17312 611312 4-TRACK HEAD 61 17320 617326 PANEL STILE(HEAVY DUTY) NOT PART OF THIS APPROVAL.
5 17314 677314 FRAME SCREW COVER 62 17327 617327 INTERLOCK ADAPTOR 3)USE OF#12 OR#13 REQUIRES
6 17317 817317 FRAME HEAD/JAMB ADD-ON 63 1225 6TP248 VINYL BULB 1NSTP.-THIN(INSIDE INTERLOCK) MIN.#10 SMS OR 3116"MASONRY
7 17304 617304 2-TRACK SILL 64 1729 71729 SILL END WEATHERSTRIP PAD ANCHORS @ 24"MAX.O.C.
8 17301 817301 2-TRACK SILL WITH SCREEN RAIL 65 17328 617328 INTERLOCK SCREW COVER
9 17307 617307 3-TRACK SILL 67 17329 617329 ASTRAGAL
10 17310 617310 4-TRACK SILL 6B 17339 617339 HEAVY DUTY ASTRAGAL
11 17313 817313 FRAME SILL TRACK INSERT 09 17324 817324 TOP&BOTTOM RAIL
12 17315 617315 FRAME SILL SCREEN ADD-ON(SEE NOTE 3) 70 17350 417350 WEATHERSTRIP EXTENSION(INJECTION MOLDED)
13 17310 817316 FRAME SILL SCREEN END ADD-ON(SEE NOTE 3) 71. 1895 71695 1-1/2"X1'X314"HI3H FIN SEAL DUST PLUGS
14 17305 617305 2-TRACK JAMB 72 8153 78153X TANDEM ST.SR.ROLLER ASSY.
15 17302 617302 2-TRACK JAMB WITH SCREEN RAIL 73 8153 78153N TANDEM NYLON ROLLER ASSY.
10 17308 617308 3-TRACK JAMB 74 SILICONE DOW-899,DOW-995 OR GE-7700
17 17311 617311 4-TRACK JAMB 75 8185 78185X GEMINI MORTICE 34�LY DUAL LOCK W/LONG TAM PLATE
18 17322 617322 SILL RISER-FLAT,FLUSH,1-1/2' - 76 71032X1FPFX 61032 X1'FL.SS SCREW W!TYPE'F"TIP
19 17319 817319 SILL RISER-BOX FLUSH,1-1/2' 7T 7103239 1032 STEEL ZINC UNUT
20 17321 617321 SILL RISER-FLAT,LOW,2-1/2' - 79 17357 617357 PIG BEAD
21 17378 817318 SILL RESER-BOX LOW,2-1/2' BO 77359 617359 7/16"BEAD/FIXED PANEL CLP
22 17355 677355 SILL RISER-FLAT,MEDIUM,3-1/4' Bt 17360 617360 9116"BEAD
23 17354 011354 SILL RISER-BOK MEDL'IM,3-1/4' 62 1224 BIP247K VINYL BULB WEATHERSTRIP
24 17323 817323 SILL RISER-FLAT,HIGH,4" 83 67745 1745 LOWE INC,112"X 1110'SOL.SIDE ADH.TAPE,POLYETH.
25 17320 817320 SILL RISER-BOX HIGH,4' 100 8052 48052 ROLLER ADJ.HOLE PLUG
26 17333 617333 POCKETP4100K 107 72087 JAMB BUMPER
27 7070 67070 NEOPRENE BULB WSTP FOR P-400K 102 1696 71696 DUST PLUG
28 17334 617334 POCKET P-HOOK MOUNT 103 8188 78188X 1"KEEPER
29 17335 817335 P-HOOKCOVER 104 653 7SDKEEP SCREEN LOCK KEEPER
30 17348 617348 POCKETP-HOOK FOR BOXRISER 105 17344 817344 FDED PANEL CLIP-6'LONG
31 17378 617378 135 CORNER 108 17352 817352 FDED PANEL RETAINER-9'16"
32 17378 017376 135 FLED MOUNT 107 1739 71739 HANDLE KIT.INTERIOR RAISED WITH THUMB TURN
ITEMS 4053 ARE SCREEN PARTS: 108 1740 71740 HANDLE KR-RAISED EXTERIOR HANDLE
40 4319 812258 SCREEN SIDE RAL-LOCKSTILE 109 1731 78162SH HANDLE KIT-RECESSED INTERIOR WITH THUMB TURN
41 7LOCKWGSK SCREEN LOCKSET 110 1732 78178 HANDLE KIT-RECESSED EXTERIOR PULL
42 41818 SCREEN KEEPER SPACER SET 111 71DX34PPSOAX#10 X314"PH.PN.TEK-S.S.
43 8152 68152 SCREEN INTERLOCK ADAPTER 112 1235 87518 WSTP,.270 X.770-FIN SEAL
44 4428 64428 SCREEN DOUBLE INTERLOCK 113 1712 84088 .107"X.230'FNSEAL
45 4317 012258 SCREEN TOP RAIL 114 710X715PPX #10 X 1-1/2'
46 4318 612257 SCREEN BOTTOM RAIL 115 710XPPT #10 X 1"
47 668 7SRAZ STANDARD ROLLER 11B 720XIX #14-20 X 1"S.S. approved ea comply}ifng pltY IES
48 66B 7SRAX STANDARD ROLLER ST.STL 117 720XI 12X #14-20X1-I12'S.S_ FtorWa Buldtng
Dela
49 4344 64344 SCREEN ASTRAGAL 11B 17336 817336 90 DEGREE CORNER RECEIVER LAGAN
50 17349 617349 OXO SCREEN ASTRAGAL ADAPTER 119 17337 617337 90 DEGREE OUTSIDE CORNER ASTRAGAL 611�m1 Dade Prpinc Co
51 1692 81692 SCREEN SPLINE-.165' 120 17338 6117338 9D DEGREE INSIDE CORNER ASTRAGAL sy
52 1894 81894 SCREEN SPLINE-.150' 123 17352 817352 1 FIXED PANEL RETAINER,7/8' !
53 61818C20 SCREEN CLOTH `� r�N� •""' �1�`!C�c���
54 1725 1/2'X4'X III B"SET.BLOCK,NEOPRENE B5-f-5
55 1725 1'X4"X 1/18"SET.BLOCK,NEOPRENE 85+/-5 '•'>+
' 1,10.58705
NOTES: _ =
1)ALL ALUMINUM=6063-T6
2)ITEMS#33-39,57-59,66,78,84-99,121'&122 ARE NOT USED AND ARE NOT PART OF THIS APPROVAL. µ[) Ot I W
R.MUrUe4: RINbr'
Sc 10W016 A DEOXL EDGE SPACER TO PARTN56AP RTS LIST •.�'LOR10n••'�('j��
1070 77:CHNOLOOYORNE %•�(�i ••••'
N.VENIC�FL 94776 T� �i�;S/(}(�(i!';1...Y\`�
Te41y46a1so9uta" SERIES 770 ALUM.SGD-LM IMPACT r...111�"
JJ 1018115 A eawwat .aa: rwe —*wy A.LYNN MILLER,P.E.
R JR 0110114 �' CERT.OFAUTH.#79298 506770 NTS 20 22 PGT0130 A P.E.#58705
5.069" � 8.562" -� 1'36 � 1.36"
0.080"
-� 1.672"(�
t 1.505"
1.211"
uj
L LL A--i 6__F_FhL_B 0.081" 1.019"
0.062"
0.081" 1O2-TRACK HEAD to 4-TRACK SILL 0 081" SCREEN
(6063-T6 AL) (6063-T6 AL) 40 STILE
6.198" (6063-T6 AL)
5.069"
6.198" --�{ 6.520.
0.080" ►{ 1.045"
1.211"
1.993' 0.062"
0.081" @2-TRACK HEAD W/SCREEN TRACK O8 3-TRACK SILL SCREEN
(6063-T6 AL) (6063-T6 AL) 14 2-TRACK JAMB 4s TOP RAIL
(6083-T6 AL) (6063-T6 AL)
2-TRACK JAMB W/
7.105" 6.221• t6 SCREEN TRACK
-� 0.080" (6063-T8 AL) 1.36"
f 1.506' I P, I--- 0.875'
1.211"
1.36" 1.993"
L 0.062`
0.081rr " O 3-TRACK HEAD O8 2-TRACK SILL W/SCREEN TRACK 0.061"
(6063-T6 AL) (8083-T6 AL) SCREEN
46 BOTTOM RAIL
(6063-T6 AL)
9.142" 4.49" 0.081"
0.080"
1.211" 1.505" 7.105"
9.141"
0.081" O4-TRACK HEAD O7 2-TRACK SILL
(6063-T6 AL) --��1 (6063-T6 AL)
( (� 0.060"
1.2Jty�6�
1.514" Br
gka
4PPmved
Fl.dd. wgmCnMa
C with fl.
e
OT== 0.062 ``Na
500.760" M1em1 Dnae P
0. 1.990`0601.516"
FRAME HEAD/JAMB SCREEN FRAME SILL SCREEN FRAME SILL SCREEN0 iJ�1
...., fib'
OO 1z ADD-ON ADD-ON t3 END ADD-ON 1e 3-TRACKJAMB ;•'��.CICS;,''•:�
(6063-T6 AL) (8063-T6 AL) (6063-T6 AL) (6063-T6 AL) le
REQUIRES MIN.#10 SMS REQUIRES MIN.#10 SMS _ No.56705
t7 4-TRACK JAMB -
OR 3116"MASONRY Oft 3/16"MASONRY O
SEE SHEET 17 FOR SILL RISERS. ANCHORS @ 24"MAX.O.C. ANCHORS @ 24"MAX,O.C. (6063-T6 AL)
rrm.d er. cw: w,aa.: n.°W°. "� �.'•. sTrC�Eoi
SC f0/fl2016 A NO CHANGES THIS SHEET EXTRUSIONS TRUSIONS = 'F,;.',FComo!>••f ^'`
au nmaau
N.VENICE,FL 34275
SERIES 770 ALUM.SGD-LM IMPACT
(9e1}N 1600 s..c a..wxo R..:
or ma cn.u°a oer.: sir N 22 PGT0130 A.LYNN MILLER,P.E.
JR 10/10/14 CERT.OFAlllll.N28286
® saarro NTS 21 A P.E.nse7os
0.718" 0.63" 3.802"
11 2.304"3.802" 0.752" �
0.752" L �- 0.885"
0.574" 0.796" 1.163"�
0.062" 0.080" 0.233
0.062" 62" -�
0.264" � 0.075" � " J 0.0
OFRAME COVER 11 TRACK 2S P-HOOK 28 ADAPTOR MOUNTING z9 COO RK SCREW 0 080" 3o P-HOOK FOR BOX RISER
(6063-T6 AL) (6063-T6 AL) (6063-T6 AL) (6063-T6 AL) (6063-T6 AL) (6063-T6 AL)
4"
.455" 4
0^ 1.488" r- 1.739" --j
0 0.062" 1.303"
1.600 0.133" 1.600 0.062"
-1
OBO" 1.870" 1.888"
016" 3.125" 0.325"
. 3.125" 0,.062"
LO
3t 135°CORNER 3z 135°FIXED MOUNT 6D STANDARD STILE 61 HEAVY DUTY STILE 62 INT65
(6063-T6 AL) (6063-T6 AL) (6063-T6 AL) (6063-T6 AL) ADAPTERCK INTERLOCK
ER SCREW COVER
(6063-T6 AL) (6063-T6 AL)
(� 3.979" 3.979"
I 4.125"
0.062" 1.3704" ' 1.050" 1.050" 1.050"
0.075" 711
0.075" 1.645" t
1.645"
1 .289" .611" .485"
Fes- 3.25" -�I 045" .045"
0.125"' " _
ST STANDARD ASTRAGAL 68 HEAVY DUTY ASTRAGAL 69 TOP/BOTTOM RAIL T9 TEA DIN G. 80 BEAD,FIXEIDG 81 BEAD ZING
(6063-T6 AL) (6063-T6 AL) (6063-T6 AL) (6063-T6 AL) PANEL CLIP
(6063-T6 AL)
(6063-T6 AL)
1.003"
1.03"
4" � 5.621"
0.757" r 0.080
0.050" L -kppmved as complyi g with tM
105 FIXED 0.709° 0.133" F°�8o1dMg e
2.893"
PANELCLIP .498 "
1 " 0.133" 1.498y°"iyAy
(6063-T6 AL) SUaml Beds Product co.t.1
0.080"
550" 0.863 L Lpy
FIXED PANEL 5.621"
0.709" 123 RETAINER,7/8" 2 90°INSIDE CORNER ASTRAGAL �o . . X
IN114 ',,J
0.080" 4 (6063-T6 AL) '826" 119 t20 90°OUTSIDE CORNER ASTRAGAL (6063-T6 AL) J'� r-.his{: •
FIXED PANEL 118 90°CORNER RECEIVER (6063-T6 AL)
148 RETAINER,9/16" (6063-T6 AL) No.•6 705
(6063-T6 AL
wnaer, am aamu: may ) fP I t:U (f/
Sc !0/W2015 A O CHANGES THIS SHEET •'
1070 TECHNOLOOYDANE EXTRUSIONS '�'• P1 UF�Ipi•,
a& F N.VENICE.
o-1600 9276 SERIES 770 ALUM.SGD-LM IMPACT %�;Sj��NI'.1- ,� \
1ea1}4eo tsoo `
omm9y. ww pis6a7 eer: ® u.i.sada adz mese o..cvnn a°. A.L11t�N�IL��H,P.E.
JR 10/10/14 CERT.OFAU7N.#29M SGD-770 NTS 1 22 d 22 PGT0130 A P.E.#58705