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Pmdcct Arprow)i Menu>Product or Aoolication Search>Arniication List>Application Detail
FL# FL251-R28
.- �.. ,... - Application Type
Code Version 2014
Application Status pproved
*Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC
and/or the Commission if necessary.
Comments
Archived
Product Manufacturer PGT Industries
Address/Phone/Email 1070 Technolo
o ice,FL 34275
(941)486-0100 Ext 22318
druark@pgtindustries.com
Authorized Signature ]ens Rosowski
jrosowski@pgtindustries.com
Technical Representative ]ens 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 Certification Mark or Listing
Certification Agency Miami-Dade BCCO-CER
Validated By Miami-Dade BCCO-VAL
Referenced Standard and Year(of Standard) Standard Year
TAS 201,202,203 1994
Equivalence of Product Standards
Certified By
Product Approval Method Method 1 Option A
Date Submitted 08/17/2016
Date Validated 08/26/2016
Date Pending FBC Approval
Date Approved 08/30/2016
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Florida Building Code Online Page 2 of 3
Summary of Products
FL# Model,Number or Name Description
251.1 jSGD-670(Non-Impact) Aluminum Sliding Glass Door
Limits of Use C
e'
Approved for use In VHZ:Yes CfR 166?9:.._'.gAfApproved for use outs) esssurance Contract Expirati n Date
Impact Resistant:No 20
Design Pressure:N/A on InstructionsOther:Please see Miami-Dade County Notice of Acceptance(NO for 8 tI 16-062 .03. df i
product performance information,anchorage details,and anchor typ , Verified By:Miami-Da .BC-C -CER
size,and spacing information. r pendent Third Party:
Evaluation Reports
Created by Independent Third Party:
1251.2 JSGD-670HP(Non-Impact) Aluminum Sliding Glass Door
Limits of Use Certification Agency Certificate
Approved for use In HVHZ:Yes FL251 R28 C CAC 16-0629.04.pdf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:No 03/24/2020
Design Pressure:N/A Installation Instructions
Other:Please see Miami-Dade County Notice of Acceptance(NOA)for FL251 R28 IE 16-0629.04.pdf
product performance information,anchorage details,and anchor type, Verified By:Miami-Dade BCCO-CER
size,and spacing information. Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
251.3 _ SGD-680(Non-Impact) Aluminum Sliding Glass Door
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL251 R28 C CAC 16-0629.05.pdf i
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:No 03/18/2019
( Design Pressure:N/A Installation Instructions
E Other:Please see Miami-Dade County Notice of Acceptance(NOA)for FL251 R28 ii 16-0629.05.pdf
product performance information,anchorage details,and anchor type, Verified By:Miami-Dade BCCO-CER
size,and spacing Information. Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
251.4 jSGD-770(Large Missile Impact) WinGuard Aluminum Sliding Glass Door
Limits of Use Certification Agency Certificate {
Approved for use In HVHZ:Yes FL251 R28 C CRC 16-0629.06.pdF i
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 02/17/2020
i Design Pressure:N/A Installation Instructions
Other:Please see Miami-Dade County Notice of Acceptance(NOA)for FL251 R28 71 1 6-0629.06.Pdf
product performance information,anchorage details,and anchor type, Verified By:Miami-Dade BCCO-CER
size,and spacing information. Created by Independent Third Party:
Evaluation Reports
j Created by Independent Third Party:
1251.5 jSGD-770HP(Large Missile Impact) WinGuard Aluminum Sliding Glass Door
Limits of Use Certification Agency Certificate
I Approved for use in HVHZ:Yes FL251 R28 C CAC 16-0629.07.pdf
i Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 03/24/2020
Design Pressure:N/A Installation Instructions
Other:Please see Miami-Dade County Notice of Acceptance(NOA)for FL251 R28 11 16-0629.07.pdf
product performance information,anchorage details,and anchor type, Verified By:Miami-Dade BCCO-CER
(size,and spacing information. Created by Independent Third Party:
I Evaluation Reports
` Created by Independent Third Party:
!251.6 JSGD-770HP(Small Missile Impact) WinGuard Aluminum Sliding Glass Door
IIIc Limits of Use Certification Agency Certificate
j Approved for use In HVHZ:Yes FL251 R28 C CAC 16-0629.08.pdf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
I Impact Resistant:Yes 03/24/2020
Design Pressure:N/A Installation Instructions
Other:Please see Miami-Dade County Notice of Acceptance INCA)for FL251 R28 11 16-0629.08.1)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
j Created by Independent Third Party:
251.7 jSGD-780(Impact) WinGuard Aluminum Sliding Glass Door
I1 Limits of Use Certification Agency Certificate
(Approved for use in HVHZ:Yes FL251 R28 C CAC 16-0629.10.ydf
j Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 08/02/2017
Design Pressure:N/A Installation Instructions
Other:Please see Miami-Dade County Notice of Acceptance(NOA)for FL251 R28 II 16-o629.10.pdf
product performance information,anchorage details,and anchor type, Verified By:Miami-Dade BCCO-CER
size,and spacing information. Created by Independent Third Party:
I Evaluation Reports
((( Created by Independent Third Party:
(251.8 SGD-2500(Non-Impact) Aluminum Sliding Glass Door
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL251 R28 C CAC 15-0609.10 DR.pdf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:No 05/22/2018
Design Pressure:N/A Installation Instructions
Other:Please see Miami-Dade County Notice of Acceptance(NOA)for FL251 R28 II 15-0609.10 DR.odf
product performance Information,anchorage details,and anchor type, Verified By:Miami-Dade BCCO-CER
size,and spacing information. Created by Independent Third Party:
Evaluation Reports I
Created by Independent Third Party:
i
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 FL2.1 R28 C CAC 15-0612.06 LM.odf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 02/14/2018
http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsEt2PTand5bm... 9/28/2016
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 R28 Ii 15-0612.06 LM.rdf
4 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:
251.10 SGD-3030(Small Missile Impact) Architectural Systems Aluminum Sliding Glass Door
Limits of Use Certification Agency Certificate
Approved for use In HVHZ:Yes FL251 R28 C CAC 15-0612.07 SM.rdf '
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 02/14/2018
Design Pressure:N/A Installation Instructions
€ Other:Please see Miami-Dade County Notice of Acceptance(NOA)for FL251 R28 IT 15-0612.07"111.1)df
product performance Information,anchorage details,and anchor type, Verified By:Miami-Dade BCCO-CER
size,and spacing information. Created by Independent Third Parry:
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 EL?51 R28 C CAC 15-121.0.02.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 FI.751_2i8 IT S 5-1710_G?.; 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:
251.12 SGD-5570(Large Missile Impact) Vinyl Sliding Glass Door
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL251 R28 C CAC 15-1210.01.riof
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 R28 I' 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:
----'--._._..._........_..._._..._...-_-.._._—..--..---__-.._..—....._...---`.....'----..__..__.............._.__-"-'-'-- —__.........._" ----._._.._._._._.-------------..__.......__..........----....._._._........................
'Gl M
Contact Us::2601 Blair Stone Road,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:
EChcst .R,x>
Credit Card
S-f-'
http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsEt2PTand5 bm... 9/28/2016
M IAM I•DADE MIAMI-DADE COUNTY
PRODUCT CONTROL SECTION
11805 SW 26 Street,Room 208
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474
BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599
NOTICE OF ACCEPTANCE (NOA) www.miatnidade.gov/economy
PGT Industries,Inc.
1070 Technology Drive,
Nokomis,Fl.34275
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction materials.The
documentation submitted has been reviewed and accepted by Miami-Dade County RER-Product Control Section to
be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Section
(In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this
product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted
manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or
suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this
acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to
meet the requirements of the applicable building code.
This product is approved as described hereimnd has heen.designed to complywith the Florida Building Code,
including the High Veloc' rrtcane Zone.
DESCRIPTION: S 'es"SGD-670"Aluminum Sliding Glass Doors w/90°& 135°corners-
APPROVAL DOCUME um SGD-Non-Impact", sheets 1
through 22 of 22,prepared by manufacturer,dated 02-02-14 and last revised on 06/08/16,signed and sealed by Lynn
Miller,P.E.,bearing the Miami-Dade County Product Control Revision stamp with.the Notice of Acceptance number
and expiration date by the Mia e County Product Control Section.
MISSILE IMPACT RAT G: one:Approved Hurricane Protection devices,complying w/FBC,as applicable
are required.
Limitations:
1. Max eight(8)panels configuration unit is allowed,having max nominal panel size not to exceed tested height&
width per tables 1 thru 3. See sheets 6, 7 and 8 for Design Pressures(DP),glass types, Sill type for Positive DP
limits,applicable Standard or Heavy Duty parts and anchorage requirements. See sheet 10 for straight configured
units and sheet 11 for corner units.Pockets&Egress requirements to be reviewed by Building official.
LABELING:Each unit shall bear a permanent label with the manufacturer's name or logo,city,state and series and
following statement: "Miami-Dade County Product Control Approved",unless otherwise noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change
in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the
materials,use,and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product,
for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section
of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the
expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done
in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and
shall be available for inspection at the job site at the request of the Building Oficial.
This NOA revises NOA#15-1013.14 and consists of this page 1 and evidence pages E-1 &E-2,as well as approval
document mentioned above.
The submitted documentation was reviewed by Ishaq I. Chanda,P.E.
6-0629.0
MIAMFDADE COUNTY xpiration Date: Apri107— 2020 �
Page 1
PGT Industries,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections (submitted under files See below)
2. Drawing No.PGTO128 Rev B,titled"Series 670 Alum SGD-Non-Impact",sheets 1 thru 22 of 22,
prepared by manufacturer,dated 02-02-14 and last revised on 06/08/16, signed and sealed by Lynn
Miller,P.E.
B. TESTS
1. Test report on 1)Uniform Static Air Pressure Test,per FBC,TAS 202-94
2)Large Missile Impact Test per FBC,TAS 201-94
3) Cyclic Wind Pressure Loading per FBC, TAS 203-94
Along with marked-up drawings and installation diagram of Aluminum Sliding Glass Doors(w/
TPS, Super, Cardinal&Duraseal Spacers),prepared by Fenestration Testing Laboratory, Inc., Test
Reports'No(s)FTL-8717,FTL-�8970 and FTL-8968,dated 02/15/16, 06/07/16 and 06/20/16, all
signed&sealed by Idalmis Ortega, P.E.
2. Test report on 1)Air Infiltration Test,per FBC,TAS 202-94
2)Uniform Static Air Pressure Test,per FBC, TAS 202-94
3) Water Resistance Test,per FBC,TAS 202-94.
4)Forced Entry Test,per FBC 2411.3.2.1 (b) and TAS 202-94
Along with marked-up drawings and installation diagram of Aluminum Sliding Glass Doors,
prepared by Fenestration Testing Laboratory,Inc.,Test Reports No(s)FTL-5979,FTL-5980,FTL-
5994,FTL-6002,FTL-6034&FTL-6035, dated 08/10/09, all signed &sealed by Julio Gonzales,
P.E. (All above test reports submitted under files# 14-0123.11,#11-1018.17/#09-0826.13)
2. Reference Test reports on 1)Air Infiltration Test,per FBC, TAS 202-94
2)Uniform Static Air Pressure Test,per FBC, TAS 202-94
3) Water Resistance Test,per FBC,TAS 202-94.
4)Large Missile Impact Test per FBC, TAS 201-94
5) Cyclic Wind Pressure Loading per FBC, TAS 203-94
6)Forced Entry Test,per FBC 2411.3.2.1 (b) and TAS 202-94
Along w/marked-up drawings and installation diagram of Aluminum Sliding Glass Doors,prepared
by Fenestration Testing Laboratory, Inc.,Test Reports NoFTL-7554, dated 11/01/13, signed&
sealed by Marlin D. Brinson, RE(This file has addendum letter dated 08/14/14&marked-up
drawings dated 08/19/14 &revised interior astragal marked-up Dwgs dated 11-11-13,all issued by
Fenestration Testing
3. Additional REF supporting test#FTL 5254,FTL 5980,FTL 5987 and ATI72138.01-401-18.
4. Additional,Reference Fixed window test report FTL-7897(cardinal spacer)per TAS 201, 202
&203-94,issued by Fenestration Testing lab (Test report submitted under file 415-0430.08).
C. CALCULATIONS (submitted under file#14-0123.11)
1. Anchor verification and comparative analysis dated 03/18/14, 06/25/14 and last revised on
01/30/15, sheets 1 thru 67,prepared by PGT, signed and sealed by Lynn Miller,P. E.
2. Glazing complies with ASTME-1300-02,-04 & -09.
Ishaq L Chanda,P.E.
Product Control Examiner
NOA No.16-0629.03
Expiration Date: April 07,2020
Approval Date: July 21,2016
E-1
PGT Industries,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
D. QALITY ASSURANCE
1. Miami Dade Department of Regulatory and Economic Resources (RER).
E. MATERIAL CERTIFICATIONS
1 None.
F. S TEMENTS (submitted under file#14-0123.11)
1. atement letter dated 10/08/15 of compliance to�FBC2014�5th Edition)and"No financial
interest",prepare y , sign
2. Letter of lab compliance,part of the above test reports.
G. OTHER
1. This NOA revises#15-1013.14, expiring April 07,2020.
2. Test proposal# 16-0125 dated 03/09/16 approved by RER.
3. AAMA's Technical Paper for SGD &Bi-fold doors referenced to FBC 2014 (5th edition).
4. Test proposal dated 6/4/13 & 08/12/13 approved by Jaime Gascon,P.E.
5. Test proposals No(s)09-0177, 0177-A,B&C approved by BCCO.
Is aq I.Chanda,P.E.
Product Control Examiner
NOA No.16-0629.03
Expiration Date: April 07,2020
Approval Date: July 21,2016
E-2
SERIES 670, NON-IMPACT RESISTANT SLIDING GLASS DOOR TABLE A:
Group Anchor Substrate Frame Min.Edge Min
INCLUDING POCKETS & 900/1350
CORNERS Member Distance** Embedment
GENERAL NOTESConcrete(min.2.85 ks) eed/SIIUJamb 1" 1.TI6'
1 GLAZING TYPE OPTIONS:SEE TABLE B,THIS SHEET&GLAZING DETAILS ON SHEETS 4&5. 1 /4'Elco Ultmeon Ungrouted CMU,(ASTM C-90) Jamb only 2-112' 7.764°
uted CM n. ai mu -1/2'
2)DESIGN PRESSURES: Concrete(min.3.35 ksi) Head/S!IVJamb 1"
A.NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM Ell 300. 2 114"Elco 410 S.S. Ungmuted CMU,(ASTM C-90) Jamb only 2-162' 1-1/4"
B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E1300. CreteFlex P _ 1' 1 395°
3)ANCHORAGE:THE 33-1/3%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS Concrete(min.2.85 its[) Flead/slll
114"Elco Ultracon
PRODUCT. MATERIALS,INCLUDING BUT NOT LIMITED TO STEEL SCREWS,THAT COME INTO CONTACT Ungrouted CMU(ASTM C-90Jamb onlyt• 1-114"
WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE CURRENT FLORIDA #12,18 6 or410 P.T.Southern Pine(SG=M55) HeadlSill/Jamb 9116" 1-3/e'
BUILDING CODE.FOR ANCHORAGE DETAILS SEE SHEETS 6-14. S.S.sMs, Aluminum,6063 TS• Head silVJamb 3/s^ O.o63°
4 SHUTTERS ARE REQUIRED PER FBC REQUIREMENTS,AS APPLICABLE. Steel,A36* Head/SIIVJamb 318" 0.050"
5)INSTALLATION SCREWS,FRAME SPLICES,FRAME AND PANEL CORNERS TO BE SEALED WITH 3 (mtn.11 Ihreadstin) Steel Stud,A653 Gr.33' Head/S111/Jamb 3/8" 0.0451°
NARROW JOINT SEALANT. Concrete(min.3.275 list) Head691111Jamb 1-1/2" "/81
6)REFERENCES:ELCO ULTRACON,CRETEFLEX AND AGGREGATOR NOA'S,ANSI/AF&PA NDS FOR 114'Elco 18-8 B.S. Ungrouted CMU,(ASTM C•90) Jamb only 2" 14/4"
WOOD CONSTRUCTION AND ADM,ALUMINUM DESIGN MANUAL. AggreGator Grouted CMU(ASTM 0.90,min.2 ksl grout) Jamb only 2' 2'
7 THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE P.T.Southern Pine SG=0.55) Head/Stll/Jamb 1' 1-0/8"
CURRENT FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ). P.T.Southam Pine 3-T5*SG- ss) Head/SIII/Jamb 3/0" 7-368'
8 DOOR SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS PER CURRENT 4 #12,steel SMS G5, Aluminum,6063 T5' Head/SIIVJamb 3/e" 0.063'
(min.17 threadslin) Steel,A36* HeadlSilUJamb 3/8° 0.050°
FLORIDA BUILDING CODE,AS APPLICABLE. Steel Stud,A653 Gr.33* Head/sill/jamb 1 3/8" 1 0.0451"
TEST REPORTS:FTL-5254,FTL-5979,FTL-5980,FTL-5987,FTL-5994,FTL-6002,FTL-6034,FTL-6035, *MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE.METAL SUBSTRATE TO MEET MIN.
FTL-7554 AND ATI 72138.01-1401-18 STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND
TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION.
**P-HOOK INSTALLATION REQUIRES 2.693"MIN.EDGE DISTANCE,REFER TO SHEET 14 FOR
ALL SPECIFIC P-HOOK REQUIREMENTS.
ANCHOR NOTES
1)FOR CONCRETE/CMU SUBSTRATE APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTY APPROVED ELCO
ANCHORS.SEE TABLE A ON THIS SHEET FOR EMBEDMENT,EDGE DISTANCE AND SUBSTRATE REQUIREMENTS. NOA DRAWING MAP
2)FOR OTHER SUBSTRATE APPLICATIONS SEE TABLE ON THIS SHEET.
3)WOOD BUCKS DEPICTED AS 1X ARE LESS THAN 1-1/2"THICK.PROPERLY SECURED,1X WOOD BUCKS ARE OPTIONAL IF UNIT IS SHEET
INSTALLED DIRECTLY TO SOLID CONCRETE.WOOD BUCKS DEPICTED AS 2X ARE 1-1/2"THICK OR GREATER.IX AND 2X BUCKS GENERAL NOTES.............1
(WHEN USED)SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE.BUCK DESIGN AND INSTALLATION IS THE EXAMPLE CONFIGS..........2-3
RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD&TO BE REVIEWED BY THE BUILDING OFFICIAL. GLAZING DETAILS............4,5
4)METAL SUBSTRATE TO MEET MIN.STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO ANCHORAGE.....................6-14
BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. DESIGN PRESSURES 6-8 PRODUCT REV16go
5)IF SILL IS TIGHT TO SUBSTRATE,GROUT OR OTHER MATERIAL IS NOT REQUIRED.IF USED,NON-SHRINK,NON-METALLIC GROUT, INSTALL DETAILS..............12-14 aPwft with the Fmdit
MAX.1/4°THICK&3400 PSI MIN.,(DONE BY OTHERS)MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHTdi.1 ELEVATIONS.....................15,16 b ece No 0 03
TO THE SUBSTRATE,AND TRANSFER SHEAR LOAD TO SUBSTRATE.IF SUBSTRATE IS WOOD,30#FELT.PAPER OR MASTIC IS PANEL/SILL TYPES.........17 Ezp rirto.F)atcjlp
REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE,OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. CROSS SECTIONS............18,19
PARTS LIST.......................20 Mrs!am*p w EXTRUSIONS....................21,22
TABLE B,SEE DETAILS ON SHEETS 4&5:
STANDARDS USED:
Glass Description(Listed from Exterior to Interior) •2014 FLORIDA BUILDING CODE(FBC),STH EDITION
Type •ASTM E1300-09
G1 3/16"TEMPERED GLASS •ANSI/AF&PA NDS-2012 FOR WOOD CONSTRUCTION
-ALUMINUM DESIGN MANUAL,ADM-2010 •` 1`III�'''!r
6_1 'TEMPERED GLASS *AISIS100-07/$2-2010
G2 1'LG.:3116"TEMPERED GLASS+5/8"AIRSPACE+3/16*TEMPERED GLASS
G2A 1"I.G.:114'TEMPERED GLASS+1/2'AIRSPACE+1/4"TEMPERED GLASS Pr�•• CtCG;irs�•.,,`,,�'
DESIGN PRESSURE RATING IMPACT RATING
SEE TABLES 1,2&3 ON NOT RATED FOR MISSILE
SHEETS 6,7&8 IMPACT RESISTANCE
6Tg16
a..
JR 05!05/16 B ADDED SPACERS TO SHEET 5. ysTOTecrrxaooro6rlvE GENERAL NOTES AND MAP :^ ,,;+�: !�".•'..�:'`;
a
N.VEN=FL 84275
SERIES 670 ALUM.SGD-NON-IMPACT
/se1/aea1s00
o� awrAeE deK
L�G a.rw`e — er�rc &. -- a°•' A.LYNN MILLER,P.E.
JR 07/20/14 CERT.OFAUTN.029M .1.0 NTS 1 -22 PGTt7128 B 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 1w 13 PER TABLES 1-3 1 13 CAN BE OXXXp.
j I 90"8 135"CORNER CONFIGURATIONS CAN BE A COMBINATION
O
I I OF ANY 2 STRAIGHT CONFIGURATIONS.
w Jc I � G J Jc l a
MAX.UNIT 13 t a i i i o MAX.UNIT s ////
3)FOR NOM.PANEL WIDTH,SEE TABLES 1-3.
HEIGHT / 14 1 HEIGHT 1s
PER TABLES 1-3 i x PER TABLES 1-3 i x "X"=OPERABLE PANEL,
°�- POCKET
i a w "O"=INOPERABLE PANEL,
a w I w� "p"=POCKET
rAl
POCKET I a POCKET I m DETAIL LETTER
1�
w"=WOOD OR METAL INSTALLATION
1-PANEL 2-PANEL \� "c"=CONCRETE INSTALLATION
CONFIGURATIONS 1 13 CONFIGURATIONS 1 13 fSHEETNUMBER
MAX.UNIT WIDTH MAX.UNIT WIDTH DLO WIDTH=NOM.PANEL WIDTH-7"
A ° NOM.PANEL WIDTH qc c DLO HEIGHT=DOOR UNIT HEIGHT-10.125"
NOM.PANEL WIDTH
PER TABLES 1-3 1 13 1 13 PER TABLES 1 t3 t 1 12 13 PANEL HEIGHT=DOOR UNIT HEIGHT-1.866"
-�.r-- -sir---�
1}I I
C,c 19 Jw Jc I 1 19 19 1 t4 J4 I i
1c 1s is t 1a io'oao MAX.UNITQ v"c is is 1s 1 t icao
MAX.UNIT , 13 14 1 I a y HEIGHT I a y /RODOcf REVILED
HEIGHT t 19 iw¢w PER 2 13 19 t9 i �W rao�W7�t Witt Hr Flurlds
PER TABLES 1-3 �
ia
1 n. o62 03W w
POCKET POCKET y
` Eitlri+0.te 'Zti
tl
3-PANEL CONFIGURATIONS 4-PANEL CONFIGURATIONS
1 13 1 3 12 13 13
MAX.UNIT WIDTH MAX.UNIT WIDTH
NOM.PANEL WIDTH wAc NOM.PANEL WIDTH 1
PER TABLES 1-3 1 1 13 PER TABLES 1-3 c
Q 13
Jw Jc I 1 1
1 13 1 19 79 14 1 I a
w c 1 g 19 , , I w o W' MAX.UNIT 19 SEE
MAX.UNIT 1 i3 i i a y HEIGHT o NOTE
HEIGHT 1 13 s 1s 1s / I'a o PER S THIS
PER TABLES 1-3 / / / / i r TABLES 1-3 SHEET.
I° y- r
a ° .�V i LY,V?V
EXTERIOR
POCKET I ER
___
5-PANEL CONFIGURATIONS 1\r 1 is
w c w Fc
3 , 3 CORNER,TVP. ,
(OUTSIDE CORNER SHOWN, --_U a, ✓.
INSIDE CORNER SIMILAR)
sewBr. sem
10707ECNNOLOGVORNEIRT.
EXAMPLE CONFIGURATIONS
N.VENICE,FL 31275 m v,j,. ;•......r ,(�,.
SERIES 670 ALUM.SGD-NON-IMPACT o
(91¢180.1580 --7-
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JR 0120114 CERT.OFAURI.AWM SGD47o NTS 2 ^�22 PGT0128 B P.E.#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.PANEL WIDTH 1" c t is®1° EXAMPLE:4-PANEL XXXX IN POCKET(p)CONFIGURATION CAN BE
PER TABLES 1-3 pXXXXp,pXXXX OR XXXXp.OXXX IN POCKET CONFIGURATION
-s`r---i CAN BE OXXXp.
Jw Jc I
1 13 to 1s 1s 19 1s t 1 i 2)90"&135°CORNER CONFIGURATIONS CAN BE A COMBINATION
tw 13 s ts j tE rc OF ANY 2 STRAIGHT CONFIGURATIONS.o o
MAX.UNIT
HEIGHT, 1 i3 9 t9 19 is 1s i�a�
3)FOR NOM.PANEL WIDTH,SEE TABLES 1-3.
96"OR 120"
IYss�
/ W` "X"=OPERABLE PANEL,
POCKET I n, "O"=INOPERABLE PANEL,
P"=POCKET
6-PANEL CONFIGURATIONS
12 F—DETAIL LETTER
MAX.UNIT WIDTH lzc--W=WOOD OR METAL INSTALLATION
® 'c"=CONCRETE INSTALLATION
NOM.PANEL WIDTH w Ac ccc SHEET NUMBER
PER TABLES 1-3 12 13 12 t3 1 13
(asJw c i DLO WIDTH=NOM.PANEL WIDTH-7"
1 13 s 9 1e t 14 t4 i DLO HEIGHT=DOOR UNIT HEIGHT-10.125"
1 13 19 t9 19 t9 t9 9 t4 1 i o o PANEL HEIGHT=DOOR UNIT HEIGHT-1.866"
MAX.UNIT / I i h
HEIGHT 13 is is 19 1 I ¢
I w w PRODUC f AFVISED
PER TABLES I3 / IY
v 4a_ c—pl.ing�vjib th,tUddl
J� I a¢w {wiling('n.fe
I W` Atttytl"t Nn 2 03
POCKET I h F.1pirW11 Mte 4�l 2
7-PANEL CONFIGURATIONS 1 r12 13 1 13 1 ` 4^
w Fc b�E�tr•lOQtttr et Ce+Rl� ,
MAX.UNIT WIDTH
NOM.PANEL WIDTH °
3 12 2 13
PER TABLES 1-3
QyQ
J Jc I
13 1 1 19 1 1 1 e
rL2 (L2 CLLK W0
19A-13 19 9 1a 19 19 19 19 —1v
I o
MAX.UNIT
9 s s 9
HEIGHT 13 9
PER TABLES 1-3
I �'w tullrr�r
J /
POCKET ET I a a D. LYMPI
8-PANEL CONFIGURATIONS \r
3 1 13 1 13 —
xw.aey. a R.w,e,n. o nnm. SS
1070 TECHNOLOOVORfVEpff.
EXAMPLE CONFIGURATIONS ::�'�`,;'•.Fto�:oP. ',�'~
tMm: N.VENICE 831175 *me •''`>>�(lt f�,i Chi n ,....
oayM. SERIES 670 ALUM-SGD-NON-IMPACT
(911}460.1600 I '��
s.+.,wmc a� s""0t a-""N' — A.LYNN MILLER P.E.
CERT.OFAUTH.kT379f> SGP670 NTS 3 "I 22 PGT0128 B P.E.#58705
Oran BY: [Mas CMCm4B OW:
JR 01/20/14
GLAZING DETAILS (G1 &G1A)
3/16"T GLASS
X
EXTERIOR
aEXTERIOR
3/16"TEMPERED GLASS,TYPE G1
/RODOC f REVISED
px paying"ill,the pf"'M•
e.la.
A -o6Z -a3
At rota
EarirwY�Dntx��
jw QM L roA.N Cftwd
114"T GLASS
74
EXTERIOR 82
a 3/4"NOM.
75 GLASS
B ITE
54
1/4"TEMPERED GLASS,TYPE G1A
`Y
GLAZING NOTES:
"T"=TEMPERED
1070TECHNDLOGYDRNE GLAZING DETAILS
r�aer: aeie nerrmes: '.('•;`�'-. ..''(,:.,,•.
N.VENICE FL 30275 7 .
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SERIES 670 ALUM.SGD-NON-IMPACT ?,:r;:;+..yip^;p�
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tHe.n 7 N* CTetle- t� CERT.OFAU7H.M28280 Ry. SGD�70 NTS 4 °�22 PGT0128 B P.E.#58705
JR 02,20/14
GLAZING DETAILS'(G2&G2A)
k
SILICONE HOT-MELT BUTYL
STRUCTURAL .�
1'NOM. SILICONE
STRUCTURAL 3116'NOM.
POLYISOBUTYLEN- 1/4'NOM. FOAM
3116"T GLASS WITH DESICCANT r WITH
DESICCANT s
5/8"AIR SPACE EXT.GLASS EXT.GLASS ]]
3/16'T GLASS I
74 / 1
EXTERIOR
INT.GLASS INT.GLASS
83
1:4.127 3l4"NOM. 17a KODISPACE SUPER
GLASS 0 4SG TPS G SPACER@NXTT"
BITE
I
79 I
55
ALUMINUM
REINFORCEMENT POLYISO- DESICCANT FILL AREA '.
1"I.G.GLASS,TYPE G2 BUTYLENE-
5/16'NOM.' SEAL /-5116'NOM. I
BUTYL 7
,-SILICONE SEAL
DESICCANT ROLL-FORMED PRODt.ICPREYWO
FOAM STAINLESS STEEL wmopblia�Mh A¢Flmldc,
hwdincka
EXT.GLASS A.c �/6-OGZ f.03
1"NOM. EXT.GLASS E�ptc�otia DA6�
1/4"TGLASSQrti i!ratJastCoslevl
INT.GLASS
1!2"AIR SPACE INT.GLASS S
1/4"T GLASS ,ss DURASEAL® ,z7 XL EDGE'"
74 �SPACER SPACER
EXTERIOR '
83
I
124.127 3/4'NOIM. Part# Description Material i
GLASS 124 Kommeding 4SG TPS Spacer System 3
BITE See this +'
125 Quanex Super Spacer nXT with Hct Melt Butyl ii
128 Quanex Duraseal Sheet for
79 - Materials
127 Cardinal XL Edge Spacer
55 REFERENCE TEST REPORTS:FTL-8717,8968&8970
r�:.
1"I.G.GLASS,TYPE(32A �. � ••.>r a
• C� c8105 "
GLAZING NOTES:
'T'=TEMPERED
JRA 05/05/16 B ADDED SPACERS. ' �0 sg j 6 �'
P-way DM.
K7vcw�lHOLocrowve GLAZING DETAILS ;- •• FtoaloP��G;
CF-FL 34275
SERIES 670 ALUM SGD—NON—IMPACT
_ _ A.�LYNKMIL'CE'R.P.E J
JRA 02Q0/14 �� o.� CERT.OFAUTH.628798 SCO-670 —NTS 5 d 22 PGT0128 B P.EM 5870,9
TABLE 1: TABLE 1A:.
Design Pressure(DP)and Anchor Quantities Required,(for all approved configurations on Sheets 2&3) SIII Height to Max.(+)DP
For comer astragal anchorage on 90°or 1351 comer units,see sheet 11 (Water Infiltration Rating) II
Table applies to all Glass types and Door unit Height Sill iser Height OH LENGTH F�
the Stile/Astragal types shown below. �" �" �" FI or Box,see (+)Design
69-7/B"0L0 73-718"DLO 79-718"DLO 85-718"DLO ( Pressure,pat 2
Positive(+)OP may be limited by Sheet 17
Table IA.
Anchor Group Anchor Group Anchrg Group Anchor Gmup L7
OH LENGTH
t 2 3 4 t 2 3 4 1 2 3 4 2 3 Flush-1-112° see note 3 OH RATIO=OH HEIGHT = OOI OH RATIO z 1
Des4n Pressure +90.0/-127.1 +90.0/-120 +90.0/-110.8 +90. /-1029 ow-2-1/2" =O O
24" 17" Head/Sill U-1 G4+1 C4+1 C4+1 24+1 2f+1 Ca+t 24+1 C4+1 C4+1 ca+t C4+1 C4+1 C4*1 C4+1 C4+1 Medium-31/4" +60.
DLO Jamb 8 8 8 8 8 8 8 8 8 8 0 8 8 8 8 8 - +90.0
P-hook 8+7 6+7 6+7 6+7 7+8 7+8 7+8 7+B 7+8 7+8 7+8 7+8 7+8 7+B 7+8 7+B
Des'n Pressure +90.0/-108.3 +90.01-100.2 +90.0/-92.2 +85.1 e. SEE NOTES 1-3 SEE NOTE 3
23" Head/S81 C4+1 C4+1 C4+1 C4+1 C4+1 C4*t C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 G4+1 G4+1
LO ,lamb 8 B 8 8 8 B 8 B 8 8 8 8 8 8 8 8
P-hook 6+7 6+7 6+7 6+7 7+B 7+8 7+e 7+B 7+e 7+e 7+e 7+e �NOTESDes'n Pressure +90.01-92.9 +87.3/673 +80.0/60 +73.8/-73.6 POSITIVE PRESSURES IN TABLE 1 ARE BASED ON THE USE OF THE 4"SILL.
„ 9Head/Sill CA+1 C4+1 C4+2CA+2 C4+1 C4+1 C4*1 C4+1 C4+1 C4+1 G+1 +1 C4+1 C4- C4+1 C4+1
O Jamb 8 8 8 8 8 8 B 8 8 B 8 8 888P-hook 6+7 6+7 6+7 6+7 7+e 7+8 -7+s 7+s 7+8 7+B 7+8 +B 7+e 7+8 7+e 7+BWHEN USING THE 2-1/2"SILL,POSITIVE WATER DP IS 46.67 PSF MAX.WHEN USING
Design Pressure +83.7163.7 +78.41-78.4 +71.6/-71.6 THE 3-114"SILL,POSITIVE WATER DP IS 60.0 PSF MAX.WHEN USING THE 4"SILL,
„ 35" HeadlSill C4+2 C4 2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+1 C4+1 C4-21G4+2 C4+1 C4+11C4+ 2 C4+2 POSITIVE WATER DP IS 90.0 PSF MAX(NEGATIVE PRESSURES UNCHANGED).SEE TABLE
a 42 DLO Jamb a 8 1 8 8 B 8 a 8 1 8 B B 1 8 8 8
1 P-hook 6+7 6+7 1 6+7 6+7 7+8 7+8 7+8 7+a 7+8 7+8 7+8 7+8 7+ +8 7+8 1+ 1A.
E DOM*n Pressure +77.11-77.1 +720/-72 +65.5/55.5 +60.0/60
at" Head sal CA+2 Gt+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 Ga+2 CA 2 Ca+�C;02C4+2 Ca+2 3)4",3-1/4'AND 2-1/2'SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS
48" LO Jamb e B B e e ea8 B THE 1-1/2"SILL IS NOT AND MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT
p-hook 6+7 a+7 6+7 6+7 7+8 7+8 7+e 7+B 7+a 7+e 7+a 7+ 7+e REQUIRED.MAX.POSITIVE DESIGN PRESSURES SHOWN IN TABLE 1 MAY BE USED WHEN
��Sill
assum +72.51-72.5 +67.4167.4 +81.0/6t THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE CURRENT FLORIDA
�„ 41" C4+2 C9+2 C4+2C4+2 C4+2 Cd*2 C4+2 C4+2 C4+2 CA+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 BUILDING CODE(SEE ADJACENT DIAGRAM);THIS CONDITION IS NOT RATED FOR WATER
DLO b 8 8 B B e. e 8 8 8 B B 8 B B 2+81 8 INFILTRATION.
P-hook 6+7 8+7 8+7 6+7 7+B 7+8 7+8 7+B 7+8 7+8 7+8 7+8 7r8 T+8 7 7+8
Des'nPressure +69.1/69.1 +64.0/-64 +57.6/57.6 *50.8/50.6
53" Head/Sill C4+2 C4+2 C4*3 G4+3 1 C4+2 C4+3 G4+3 c4+2 C4+2 C4+2 C4+2 G4+2 C4+2 C4+2 +p 4)SEE SHEETS 10-14 FOR ANCHORAGE SPACING,EDGE DISTANCE AND EMBEDMENT
W. DLO krtb s B e a s B e B e B s a a a a s INFORMATION.
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
FOR EXAMPLE ON USING TABLE,SEE SHEET 7. 5)DOOR SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN
REQUIRED.
DLO WIDTH=NOM.PANEL WIDTH-7"
6)JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY,DIVIDE BY 2 FOR PAIRS TO
DLO HEIGHT=DOOR UNIT HEIGHT-10.125" BE INSTALLED.
PANEL HEIGHT=DOOR UNIT HEIGHT-1.866" ►RODUCr
es rnrpyieg-ijhitk IA1hD
e Flurkl><
ha di�R Eoda
THE FOLLOWING STILE&ASTRAGAL TYPES SHALL BE USED FOR TABLE 1,SEE SHEETS 21&22 FOR PART DIMENSIONS AND SHEETS 18&19 FOR ASSEMBLY DETAILS. FApkxh a No Y_7 "0 5
E.Nrtee.urmrc 4���.,
Straight Astragal Lockstile @ 90°Astragal Lockstile @ 135°Astragal Lockstile @
Interlock P-hook Lockstile@Jamb Assembly Straight Astragal Assembly 90"Astragal Assembly 135'Astragal -
iNAr rudket Coa4d
Standard Stiles Standard Stile Standard Stile Standard Stile Standard Stile Heavy-duty Stile Heavy-duty Stile Heavy-dutyStile Heavy-duty NStile
Standard Astragal Inside
B Outside C� Outside Corner
Corner
Inside
Inside CorCorner utsid
Oe 51 i r 1`
Corner •; �,'ii'IiV,t^1i /i,;
Part#60(Stile)
Part#61(Stile) Part#61(Stile) %"��• `e'
Part#119(Out.) ', 'l� %� '
Part#60(x2) Part#60 Part#60 part#67(Astragal) Part 460 Part#118(Corner Part#120(in.) Parts#31  Part#61 I
Receiver] (Corn.&Fxd Mount) to ag7p'i
a.,.der oats rawer n„4m," - _ "f_C�!_O f
f070 TECHNOLOGYMNE DPANDANCHORAGE :`; F<c�,o:•%';:
N.VENI04 FL 34275
mar. D /94r)4eatsse SERIES 670 ALUM.SGD-NON-IMPACT
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JR 01/20714 CERT:OFAUTH.A'28296 ® SOD670 NTS s d 22 PGTD128 B P.E.#5a705
TABLE 2: TABLE 2A:
Design Pressure(DP)and Anchor Ouanfitles Required,(for all approved configurations on Sheets 2&3) SIII Height to Max.(+)DP
For comer astragal an.h..9a en 90'or 135'c...I un8s,sea-beet 11 (Water Infiltration Rating)
Table applies to a9 Glass types and Door Unit He(k
the S81e/Astragal types shown �- �- 9S 18' 1oa- 114- 1zo• Sill Riser Height + Des n
below.PosBbe W DP maY be 89-T!B'DLO 737/8'DLO 79-T18'DLO BS-7 DLO 91-718'DLO 87-7/B'DLO 103-7/8'DLO 109-7/11'DLO (Flat or Box,see ( )
limited by Teda?A. Anc Omup ArcMrGmup c /Getup Ancbor Getup Anc r mug Anchor Group Anc or Group Omup Sheet 17 Pressure,p5t
1 2 1 4 1 2 3 4 1 2 3 4 1 2 3 4 i 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 )
Desi nPressure +90.01-140.0 +90.0/-733.0 +9Qo/422.0 +90.0/-114.0 +90.0/-106.0 +90.0/-99.0 +90,0/-93.0 +e&o/-8&o Flush-1-1/2" see rtote3
24' iT HeadlSlll 24+1 24.1 24N Call C4N C4+1 CON C4+1 C4+1 GN C4N C4+1 C4+1 C4+1 C4N C0+1 C4+1 C4+1 C4+I C4+1 C4+1 04 C4+1 C4+1 C4N C4+1 C4+1 N-1 C4+1 CA+1 C4+1 C4+1 Low-2-1/2' +46.67
DLO Jamb B 8 6 B B e B 8 B 8 B B e B e B 10 10 10 10 10 10 10 10 tit 10 10 10 10 10 10 10
P-hook 8+7 7+8 7+8 7+8 7,8 7+B 7+11 7+8 7+B 7+e 7+8 7+8 7+e 7,8 7+8 7+8 8.8 8+8 B+8 8+9 8+9 8+9 8+9 8+9 9N0 9N0 9+10 9+10 9+10 9+10 9+10 9+10 Medium-3-114' +60.0
Design Plessuro +90.01-14f.8 .90.0/-133.6 +90.0/-122.9 +90.0/-113.8 +90.0/-1059 +90.0/-99.1 .90.0/-93.1 +6711/-87.8 High-4' +90.0
30' 23' HaedlSlO C5+1 C5N CS+2 C4+2 C5+1 G5+1 C5+2 C5+2 C5+1 C5+1 05.1 C5+1 C5+1 CS+1 CSN CS,t C5.1 C5+1 C5+1 C6+1 CSN C6.1 C6+1 C5N C5N C5+1 C5+1 01+1 C5-112216+1 C5+1 CSN SEE NOTES 1-3
DLO Jamb B 8 10 B B B fit B B B 10 B B 8 10 B _114
0 10 10 10 10 10 fit 10 10 10 10 10 10 10 10
P4-k 7+B 8+9 e•9 B+B 7,11 8+9 8+9 11+9 7+B B+9 8+9 8+9 7+e B+9 8.9 8+9 8+9 B+B B,B 8.8 8+8 8+8 B+B 8+B 9N0 B+10 9N0 8+10 9+10 9,10 3.1019+10
Design Pressure +90.01-123.9 +90.0/-116.4 +9QO/-106.7 +90.0/-98.5 +90.0/-91.4 +85.3/-85.3 .80.0/-80.0 +7&31.753
36' 29' Fiead/Sill C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 CS+2 25.2 C5+2 CS•2 CS*2 CS+2 C5+1 C5N C5+2 C5+2 C5+l C5+1 C5+2 C5+2 C5+1 C5N C5N CS+1 G5+1 C5N C5N C5+1 C5+1 C5+1 C5N C5+1
DLO Jemb B 8 10 B B B 10 8 B B 10 B 8 6 10 B 10 10 10 10 10 10 10 10 fit 10 iD 10 10 10 10 10
P4rook 7+8 8+8 B+B 8+9 7+11 8+9 11+9 8+9 7.8 a+9 11+9 8+e 7+8 8+9 B+8 8+9 8+9 8+9 8+9 8+9 8+9 11+9 11+9 B+B 9+10 9+10 9+10 9+iD 9+1019+1019+1019+10
Daslan Presstim +90.01.111.6 +90.01-104.5 .90.0/-954 +87.8/-879 +81.31.81.3 +75.71-75.7 +70.8/-70.8 +66.5/•66.5
42. 35' Heed/Sill C5+2 C5+2 C5+2 C5+2 C5+2 25+2 C5.2 C5+2 C5+2 C5+2 C5+2 CS•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+1 C5N C5+2 C5+2 C6N C5+1 C5+2 C5+2
DLO Jamb B 8 fit B 8 8 10 B 8 B 10 11 8 B 1D B 10 10 10 10 1D 10 10 10 10 10 10 10 fit 10 10 10
P4rook 7+8 e+9 B+B 8+8 7+8 B+B 8+8 11,9 7+11 11+9 11+9 B+B 7+8 0+9 11+8 8+8 8+11 8+9 0+9 8+9 8+9 B+9 0+9 8+9 BNO 9+10 eN0 BNO 9N0 (1+10 8+111 9+10
Design Pressure +90.0/-102.9 +90.01-960 +87.31.87.3 +80.01-80.0 +73.8/-73.0 +68.61-68.6 +64.0/-81.0 +60.0/-60.0
48' 41' FleadlSil C5+2 C5+2 C5+3 C5+3 C5+2 C5+2 C5+2 C5.2 C5+2 CS+2 CS+2 CS+2 C5+2 C5+2 CS,2 C5+2 CS+2 C6+2 CS+2 C5+2 C5+2 C5+2 C5+2 C5+2 25+2 CS+2 C5+2 C5+2 C5+2 C5+2 C5+2 CS+2 DLO WIDTH=
DLO Jamb 8 8 10 8 8 8 10 8 B 8 10 8 B 8 10 B 10 10 10 10 10 fit 10 10 10 10 fit 10 10 10 10 10
P4,00k 7+8 Bs B+s erg 7,a 7+B B+e es e.a e+s ms e+9 es B.s a+s 8+11 8+11 9.10 9,10 9+10 9+10 s.10 9«ta s+10 s+to NOM.PANEL WIDTH-7"
Design Pressure +83.0/-810 +77.21.77.2 +69.8/-69.8 +63.8/-63.8
�, 4T Nead15111 C4.2 C4+2 C5+3 C5+3 C4+2 C4*2 C5+2 C5+2 C4+2 C4+2 C5+2 C5+2 CO+2 C4+2 C5+2 C5+2 DLO HEIGHT=
DLO Jamb B B e a e e B B B e e e e e e e DOOR UNIT HEIGHT-10.125'
P4xwk 6+7 7+8 7+e 7.6 7+8 7+B 7+e 7+8 7+B 7+8 7+11 7+8 7+e 7+8 7+9 7+B Not available In these sizes
Design PresUm +78.2/-79.2 .73.31-73.3 +6&0/-8&0 +60.0/ .0
53' Head/S111 C4+3 C4+3 C6+3 C5+3 G4+3 C4+3 C5+3 C5+3 C4+2 C4.2 CS+3 CS+3 C4+2 24+2 C5. C5+2 PANEL HEIGHT=
DLo Jamb B e e 8 e B e B e B B e B 8 B B DOOR UNIT HEIGHT-1.866"
P-600k 6+7 7+8 7+8 7+8 1+11 7+B 7«11 7+8 7+11 7+B 7+B 7+8 7+0 7+8 7+8 7+B
0= EXAMPLE ON SHEET 9 PRObllC r REVISED
m ownpl7ing with the Fled&
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. briding Code
Straight Astragal Lockstile @ 90"Astragal Lockstile @ 135"Astragal Lockstile @ E,aepkat//yls..Dare/L -10L2 -03
Interlock P-hook Lockstile @ Jamb Assembly Straight Astragal Assembly 90'Astragal Assembly 135'Astragal
Heavy-duty Stiles Heavy-dutyStlle Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile
Inside retCeNd
Standard Astragal Outside Corner r r Outside Corner
rF`- -1�-iJl Corner
ffr
q:m 4V
T� Inside
Inside Co Corner Outside
i
Corner
Part#61(Stile) Part#61(Stile) part 0119(Out.) part Ail(Stile)
Part#61(x2) Part#61 Part#61 Part#67(Astragal) Part#61 Part#11B(Corner Part#120(In.) parts#31  Part 461
Receiver) (Corn.&Fxd Mount)
NOTES:
1)POSITIVE PRESSURES IN TABLE 2 ARE BASED ON THE USE OF THE 4"SILL.
2)WHEN USING THE 2-1/2"SILL,POSITIVE WATER DP IS 46.67 PSF MAX.WHEN USING THE 3-1/4'SILL,POSITIVE WATER DP IS 60,0 PSF MAX.
WHEN USING THE 4"SILL,POSITIVE WATER DP IS 90.0 PSF MAX(NEGATIVE PRES.UNCHANGED).SEE TABLE 2A. OH LENGTH
3)4',3-1/4'AND 2-1/2'SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1-1/2"SILL IS NOT AND MUST ONLY BE USED Cpl.
WHERE WATER RESISTANCE IS NOT REQUIRED.MAX.POSITIVE DESIGN PRESSURES SHOWN IN TABLE 2 MAY BE USED WHEN THE DOOR IS �` ,_ /i•
PROTECTED BY AN OVERHANG COMPLYING WITH THE CURRENT FBC(SEE ADJACENT DIAGRAM);THIS CONDITION IS NOT RATED FOR = OI OH RATIO t 1
WATER INFILTRATION. =O = ' No._705
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. OH RATIO=OH LENGTH
6)JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY,DIVIDE BY 2 FOR PAIRS TO BE INSTALLED. OH HEIGHT
arr.1N- � larNrYne • '
10707ECHNOLOGVDRNE DP AND ANCHORAGE ``'<;;.`'�cr�.oF.• `>'-
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TABLE 3: TABLE 3A:
Design Pressure(DP)and Anchor Quantities Required,(forall approved configurations on Sheets 2&3) Sill Height to Max.(+)DP
For comer astragal anchorage on 90'or 135'comer units,see sheet 11 (Water Infiltration Rating) II
Door Unit Height Sill Riser Height OH LENGTH F�
Table applies tr all Glass types and 80' 84' 90" 96' (+)Design
the Stile/Astragal types shown (Flet or Box,see F
69-718'DLO 73-7/B'DLO 79 DLO 85.7/8"DLO Pressure,psf =
below.Posidw(+)DP may be Sheet 17) 0
limited by Table 3A. Anchor Type Anchor Type Anchor Type Anchor Type 0
t 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 Flush-1-112" see note 3 = O OH RATIO a t
Design Pressure + + + - + - Low-2-1/2" +48.67 = 01
24' 17' Head/Sill 24+1 04+1 C4+1 C4+1 24+1 24+1 24+1 24+1 C4+1 C4+1 24+1 C4+1 C4+1 C4+1 C4+1 C4+1 Medium-3-1/4' +60.0 O
DLO Jamb 8 8 8 B a 8 8 e 8 8 8 e 8 B B 8 High-4' +8D.0
P-hook 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 7+8 7+8 7+8 SEE NOTES 1-3
Design Pressure +90.0/-159.5 +90.0/-150.3 +90.0/-138.2 +90.0/-128
30' 23" Head/Sill C5+2 C5+2 C6+2 C6+2 C5+2 C5+2 C6+2 C6+2 C5+1 25+1 C8+2 C6+2 25+1 C5+1 06+2 C6+2 OH LENGTH
DLO Jamb B e 10 8 8 8 10 B a 8 10 8 8 B 10 8 OH RATIO= OH HEIGHT
P-hook 8+9 9+10 9+10 9+10 B+9 9+10 9+10 9+10 8+9 9+10 9+10 9+10 8+9 9+10 9+10 9+10 NOTES:
Design Pressure *90.0/-139.4 +90.0/-130.9 +90.0/-120 +90.0/-110.8 1 POSITIVE PRESSURES IN TABLE 3 ARE BASED ON THE USE OF THE 4"SILL.
36" 29" Head/Sill 05+2 C5+2 C6+2 C6+2 C5+2 25+2 CB+2 C6+2 C5+2 C5+2 28+2 C6+2 CS+2 C5+2 C6+2 C6+2 )
DLO Jamb 8 8 10 a 8 8 10 8 B 8 10 8 8 8 10 8
P-hook B+8 9+10 9+10 9+10 9+919+1019+1019+10 8+9 9+10 9+10 9+10 6+9 9+10 9+10 9+10 2)WHEN USING THE 2-1/2"SILL,POSITIVE WATER DP IS 46.67 PSF MAX.WHEN
Design Pressure +90.0/-125.5 +90.0/-117.6 +90.0/-107.3 +90.0/-98.7 USING THE 3-1/4"SILL,POSITIVE WATER DP IS 60.0 PSF MAX.WHEN USING THE 4"
m 47 35 Head/Sill c5+2 C5+2 C6+2106+2 25+2 C5+2 C6+2 C6+2 C5+2 C5+2 c6+2 C6+2 C5+2 C5+2 c6+2 C6+2 SILL,POSITIVE WATER DP IS 90.0 PSF MAX(NEGATIVE PRESSURES UNCHANGED).
a• DLO Jamb B B 10 B 8 B 10 B B 8 10 B B 8 10 8 SEE TABLE 3A.
P-hook 8+9 9+10 9+10 9+10 8+9 9+10 8+10 9+10 8+9 9+113 19+1019+16- 8+9 19+1019+10 9+10
E Design Pressure +90.0/-115.7 +90.0/-108 +90.0/-98.2 *90.0/-90 3)4",3-1/4"AND 2-1/2"SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION
z 41" HeadlSill c5+3 C5+3 C6+3 28+3 C5+2 C5+2 C6+3 C8+3 C5+2 25+2 C8+2 C6+2 C5+2 C5+2 C6+2 C6+2 WHEREAS THE 1-1/2'•SILL IS NOT AND MUST ONLY BE USED WHERE WATER
48" DLO Jamb 8 B 10 a 8 8 10 a B 8 10 8 8 8 10 8
RESISTANCE IS NOT REQUIRED.MAX.POSITIVE DESIGN PRESSURES SHOWN IN
P-hook 1 8+9 19+1019+1019+10 s+9 s+to 9+10 9+10 8+9 9+10 9+10 1 9+to 8+9 9+10 9+10 s+10 TABLE 3 MAY BE USED WHEN THE DOOR IS PROTECTED BY AN OVERHANG
Design Pressure +83/-83 +77.2/-77.2 +69.8/-69.8 +62.6/-62.6 COMPLYING WITH THE CURRENT FLORIDA BUILDING CODE(SEE ADJACENT
54" 47' He2d1Sill C4+2 1 G4+2 1 CS+31 C5+3 CA+2 C4+2 C5+2 C5+2 24+2 C4+2 C5+2 C5+2=7+87+8
DIAGRAM);THIS CONDITION IS NOT RATED FOR WATER INFILTRATION.
DLO Jamb B 8 8 B 8 B 8 8 B 8 8 B P-hook a+7 7+8 7+a 7+8 7+8 7+9 7+8 7+B 7+e 7+9 7+e 7+e 4 SEE SHEETS 10-14 FOR ANCHORAGE SPACING,EDGE DISTANCE AND
Design Pressure +79.2/-79.2 +73.3/-73.3 +66/-66 )
53' Head/Sill C4+3 C4+3 CS+3 C5+3 C4+3 C4+3 C5+3 C5+3 C4+2 C4+2 C5+3 C5+3 C4+2 C4+2 C4+2 C4+2 EMBEDMENT INFORMATION.
60' DLO Jamb B 1 8 1 B 1 B 1 8 1 B 1 B 1 8 B 1 8 1 8 1 8 1 B 1 B 1 8 1 8
P-hook- 6+7 1 7+e 1 7+8 1 7+8 1 7+e 1 7+e 1 7+8 1 7+8 7+e 1 7+8 1 7+8 1 7+6 1 7+e 7+8 1 7+a 7+8 5)DOOR SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN
FOR EXAMPLE ON USING TABLE,SEE SHEET 7. REQUIRED.
6)JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY,DIVIDE BY 2 FOR
DLO WIDTH=NOM.PANEL WIDTH-7" PAIRS TO BE INSTALLED.
DLO HEIGHT=DOOR UNIT HEIGHT-10.125" ODUCf REVISED
tw.ding
nei.c1t.¢.ar t►��ridc
Cade
PANEL HEIGHT=DOOR UNIT HEIGHT-1.866" A.".ece No /G-O
E,9ir�a o.r��03
THE FOLLOWING STILE&ASTRAGAL TYPES SHALL BE USED FOR TABLE 3,SEE SHEETS 21&22 FOR PART DIMENSIONS AND SHEETS 18&19 FOR ASSEMBLY DETAILS. 6
Interlock P-hook Lockstile @Jamb Straight Astragal Lockstile @ 90*Astragal Lockstile @ 135'Astragal Lockstile @ &G-WlQdr vtcao*y
Assembly Straight Astragal Assembly 90'Astragal Assembly 135'Astragal
Heavy-dUty Stiles Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile
Heavy-duty Astragal Outside C Outside Co e
Corner
Corner MITI
-..!.
Inside��
Corner Outside •��'�:••
Inside Corner Corner �w`:• '.•t�r=�r� ^>�
Part#61(Stile) Part#61(Stile) Part Part#61(Stile)
Part#61(x2) Part#61 Part#61 part#68(Astragal) Part#61 Part#118(Corner Part#120(In.) Parts#31  Part#61 ��" y'r)
Receiver) (Corn.&Fxd Mount)
rbWar
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NO FRAME "7+8"P-HOOK ANCHORAGE CONSISTS OF: SEE"C5"CLUSTER
SEE JAMB (7)P-HOOK ANCHORS, SEE"C5"CLUSTER MAX.UNIT WIDTH DETAILS,SHEET 10
SPLICE REQUIRED @ (PERPENDICULAR TO GLASS DETAILS,SHEET 10 FOR SEE"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 -HOOK PANEL WIDTH
JAMB MOUNTING r---__-- — xx z x x x f x x x z zxxx x z x 6"MAX.
INSTALLATION, ADAPTER I 6"Mme' (� x x x x x x x z x x z
xx
THIS SHEET ANCHORS MIDWAY j l 3"MAX.
8 SHEET 14 BETWEEN P-HOOK I I°I 4 PAIRS OF
\ ANCHORS&AT 3" i I® O —FRAME FRAME x x ANCHORS
1 FROM TOP& i a 1'_ I® I ANCHORS 96" (TOTAL 8
BOTTOM 18 14" I I o UNIT 21"MAX. ANCHORS)
I i MAX.O.C.' HEIGHT O.C. PER JAMB
4.051" 8"MAX.TO OPENING °a ®I 14"MAX.O.C. n o=P-HOOK x SEE JAMB
EDGE OF POCKET SEE I w a I O ANCHORS x
INSTALLATION o w I® DETAIL
Z BELOW
DETAILS'Jc'&'Kc', Im �oI mo=P-HOOK )
END PANEL SHEET 14&PART I ® i i MOUNTING x
ANCHORAGE DETAILS'J'&'K', u� + I I 0 3•MAX. ADAPTER x
24"MAX. (2 ANCHORS) SHEET 19 FOR a �--'e) I I S ANCHORS X
P-HOOK 6 Max. l0l 1 _ x x x ✓ END PANEL
O.C. �_____ __
ANCHORAGE ANCHORS END PANEL x' x xx xx z x x xz xx x �xj z x x 6'MAX. ANCHORAGE(SEE
ANCHORAGE x' x x x x x' �'12" •+2^ SKETCH BELOW)
(SEE SKETCH BELOW) �.t2. v2" •+2' ANCHORAGE
CENTERLINE 8•MAX••TYPANCHORAGE ANCHORAGE ANCHORAGE ANCHORAGE
OF PANEL 1 2.04"
24"MAX. I EXAMPLE:5-PANEL 2 TRACK 90"OUTSIDE CORNER-pXXMO-EXT.MOUNT POCKET ANCHORAGE PLAN:
O.C. 60"x 96"NOM.PANELS,ANCHOR GROUP 3 IN CONCRETE SUBSTRATE(SEE TABLE 2,SHEET 7) 6„ SPLICE NOTE:
NON-STRUCTURAL
ANCHORAGE EXAMPLE NOTES: ANCHORS MAY BE ADDED
I 1)APPROVED ANCHORS:SEE TABLE 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" —E:� 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. I
WIDTH DETAILS,SHEET 10 ANCHORS PER PANEL. ADDITIONAL ANCHORS 24'O.C.MAXIMUM. 1
FOR INTERLOCK r.•o.c.o"cess a complying wick Ike Fk r6dk
ANCHORS AT THE MIDPOINT OF END PANELS ARE ONLY 5.64" Wdmg
"+2"ANCHORAGE REQUIRED IF THE O.C.DISTANCE TO THE NEXT/ Acccpnecc No 03
CLUSTER IS OVER 24",OTHERWISE ANCHORS ARE NOT6"M f EyrrL�Vele
3.5" REQUIRED AS PER THE FIGURE AT RIGHT: 1 ►.
CENTERLINE JAMBS&P-HOOKS:6"MAX.FROM BOTTOM,21"MAX.ANCHOR PAIR O.C.(JAMBS),14"MAX.ANCHOR lkdr mel Co•Yd
OF PANEL 2 O.C. (P-HOOK)UTILIZING ANCHOR QUANTITIES FROM APPROPRIATE TABLES,SHEETS 6.8. SEE 2-TRACK AMB
P-HOOK ANCHOR DETAILS ON SHEET 14. ANCHOR PAIR
REQUIRES "+2"ANCHORAGE SEE"C5"CLUSTER END PANEL
CENTERLINE CENTERLINE
"C6"CLUSTER,SEE OF DETAILS,SHEET 10 OF ANCHORAGE
• DETAILS,SHEET 11 FOR ASTRAGAL (2 ANCHORS) 8^
INTERLOCK 3 5• I ASTRAGAL MAX
4.051"
• L'.ri; I
• • • •' •• ........
EXTERIOR CENTERLINE ^+2"ANCHORAGE I OF PANELIN +2"ANCHORAGE �CENT ERLIN
L 5E
OF PANEL 3
SEE SHEET 11 FOR OTHER INTERMEDIATE ANCHORS
RasO ey. omo 8"vhba ooya^cOF
1070TECHIVOLOGYDRNE ANCHORAGE SPACING EXAMPLE PLANS `•: C:RID'•.. ;•"
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ASTRAGAL OR 6"DIAG.
ASTRAGAL OR SPLIC OCATION ASTRAGAL O �SPLI ICE LOCATIO
INTERLOCKIF NEEDED IN OCKyI CONDI U INTERLOCK�IF N DED 2.04" AV
CENTERLINE I NTERLINE "C6"CLUS RD Al ) CENTERLINE I
1.75" Ex R' "DIAG*
1.75 3.5" 21"
4"DIAG. 4"DIAG. MAX.
O.C. RI R
2.04" 2.0 " .04
21° i
5.64" AX.
3.5" 4"DIAG. 7" 3.5" C• j
RIOR ]^ E IOR ]^ EK RIOR
7" 6"MAX.
2-TRACK FRAME HEAD/SILL 2-TRACK FRAME HEAD/SILL 2-TRACK FRAME HEAD/SILL
5.64"
ASTRAGAL OR INTERLOCK na ASTRAGAL OR INTERLOCK ASTRAGAL OR INTERLOCK
jffl
USE WHERE 4 CLUSTER (USE WHERE 5 CLUSTER SE WHERE 6 CLUSTER 2-TRACK
ANC S ARE REQUIRED,"C4" CHORS ARE REQUIRED,"C5" ANCH E REQU g^) FRAME JAMB MAX.
ANCHOR PAIR
4-TRACK
A GAL OR S E LOCATION ASTRAGAL OR (FOR SPLICE ASTRAGAL OR SPLICE LOCATION DIAG. F B
INTERLOCK-�IF NE D INTERLOCK CONDITION,USE INTERLOCK•I` ! ANCHOR PAIR
IF NEEDED 2.04" EXTERIOR
CENTERLINE I CENTERLINE i C6"CLUSTER DETAIL) CENTERLINE 3.5"
3.5" 3.5" 7"
ANCHORS MAY BE INSTALLED
oI 21" EITHER IN THE EXT.OR INT.
2.04" 4"DIAG. MAX. TRACK(INT.SHOWN)
O.C.
4.0 '
4.06
I 2.04" I
5.64^ NOTES:
E RIOR ERIOR 4"DIAG. ExTERIOR 3,5• 1.ALL DIMENSIONS SHOWN
]" 7" 11
3.5' ARE BASED ON MIN.
3-TRACK FRAME HEAD/SI 3-TRACK FRAME HEAD/SILL �/ 3-TRACK FRAME HEAD/SILL 6"Mme' ALLOWED.
ASTRAGAL OR INTERL K Cal.ASTRAGAL OR INTERLOCK (ED ASTRAGAL OR INTERLOCK 7}�___ 2.FOR HEAD NC SILL SPLICE
(USE WHERE 4 CLUS R (USE WHERE 5 CLUSTER (USE WHERE 6 CLUSTER 1 3-TRACK FRAME JAMB LOCATIONS/ANCHORAGE AT
AN RS ARE RE D,"C4") ANCHORS ARE REQUIRED,"C5") ANCHORS ARE REQUIRED,"C6") ANCHOR PAIR P-HOOK SEE SHEET 9.
ASTRAGAL OR SPLICE LOCATION ASTRAGAL OR ASTRAGAL OR (FOR SPLICE FOR SPLICED
CONDITIONS ONLY: Vm00tjCf REVISED
�+ (FOR SPLICE CONDITION,DO NOT W--PI7i-e-ith lb.Fl.dd,
INTERLOCK IF NEEDED INTERLOCK CONDITION,USE INTERLOCK USE THIS DETAIL) SPLICE LOCATION h-winxQ k
CENTERLINE I CENTERLINE I ^C6"CLUSTER DETAIL) CENTERLINE IF NEEDED Ampm a�A 3
3.5" 3.5" �` —' -r-�
3.5. 3.5" 7°
AQhw
2.04'
�4"DIAG. 2.04" 4"DIAG. 2.04"
2.04" 5.37"DIAG. 4"DIAG.
4.06°
4"DIAG. 2.04"
EXTERIOR EXTERIOR ]• EXTERIOR 3.5" !'•
15 4-TRACK FRAME HEAD/SILL ID 4-TRACK FRAME HEAD/SILL 15 4-TRACK FRAME HEAD/SILL
(c.ASTRAGAL OR INTERLOCK (d ASTRAGAL OR INTERLOCK @ ASTRAGAL OR INTERLOCK N,
(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 G16
1070 TECHNOLDGYCRNE ANCHORAGE,EXAMPLE CLUSTERS '••"'��I'.�^•. �•`
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SJR 0220/14a o CERT.OFaUTH�Y29298 ® SGD-670 NTS 10 m 22 PG B P.E.#58705
2.04" 2.04" INTERIOR 2.04" INTERIOR 2.04" NOTES:
INTERIOR INTERIOR 1.ALL DIMENSIONS SHOWN
?4"IDIAG. 4"DIAG. 8 94" 7" ARE BASED ON MINIMUM
6.12" 6.12 3.5" 3.5' ALLOWED.
INTERIOR 7" INTERIO INTERIOR 2.DETAILS DEPICT ANCHOR
INTERIOR J QUANTITY AND SPACING,
90° 3. ' 90° 3. " 1 ° EXTERIOR 1 °
AND WOULD BE IDENTICAL
EXTERIOR EXTERIOR 4'DIAG. 4"DIAG. FOR EXTERIOR OR INTERIOR
CORNER CONFIGURATIONS.
EXTERIOR
3.5" 4' 3.5" 4" 3.5" 3 4" "+1"ANCHOR
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
(USE WHERE 4 CLUSTER (USE WHERE 5 OR 6 CLUSTER (USE WHERE 4 CLUSTER (USE WHERE 5 OR 6 CLUSTER I_ CENTERLINE
ANCHORS ARE REQUIRED,"C4°) ANCHORS ARE REQUIRED,"C6") ANCHORS ARE REQUIRED,"� ANCHORS ARE REQUIRED,"C6") f OFPANEL
4.08" "+2"ANCHOR
INTERIOR
EXTERIOR *7.41
"+1"ANCHOR
4" 2.04" 4"DIAG.
INTERIOR 3.5 INTERIOR
90 7" 3.5" I
— TERIOR CENTERLINE
OF PANEL
4.08" 4.08" "+3"ANCHOR
5.37"D AG. 5.37"D
CENTERLINE 2,04"
3.5" 4" 3.5°
4 OFPANEL 4"DIAG.
EXTERIOR EXTERIOR T' 4' INTERIOR ON "+2"ANCHOR °3.5"
7EXTERIOR ALL T'
90°CORNER 135°CORNER VIEWS
3-TRACK FRAME HEAD/SILL 3-TRACK FRAME HEAD/SILL CENTERLINE
("C6°ANCHOR CLUSTER REQUIRED ("C6"ANCHOR CLUSTER REQUIRED L OF PANEL
AT ALL 3-TRACK CORNERS) AT ALL 3-TRACK CORNERS) 4"DIAG. 2-TRACK FRAME HEAD/SILL
INTERMEDIATE ANCHOR LAYOUT
INTERIOR 6.12" *,OR
2.04" PROD
2.04" n—plying with We Floddt
3.5" I Mwdiag G"&
EXTERIOR _ CENTERLINE AccW.p,cN04" INTERIOF PANEL E�pkstiaRMce
INTERIOR 90°� 4" 3.5" "+3"ANCHOR , L' Cap DIAT2.04" ¢au° .4.08"6.12" 4"DIAG. 8.12" IOR
2.04 4" 4"DIAG. 3.5'�EXTERIOR CENTERLINE
2.04" I OF PANEL +;
90°CORNER 135°CORNER
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
AT ALL 4-TRACK CORNERS) AT ALL 4-TRACK CORNERS)
(3-TRACK SIMILAR) -
RdDY. D.. "•....
"
Rrn ,� wvnmr�c 1070 TECHNOLOGYDRIVE ANCHORAGE,EXAMPLE CLUSTERS
N.VENICE FL 31275 n►' '?(,Vic:;'< '[
Rr vr.. D ft. R°Nffins (selNeo-lsao SERIES 670 ALUM.SGD-NON-IMPACT
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OY By. D8� a Dav CERT.OFAUTH.p29296 ® SOD-B70 NT.S 11 ^�22 PGTO128 B P.E1t 58705
JR 02120/14
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
2-1116" 2-1/16"' 2-1/16"• NOTES:
EXTERIOR 1/4" 1/4" 114" 1.ALL DIMENSIONS
a MAX. MAX. MAX. SHOWN ARE BASED
_ o SHIM EXTERIOR ` SHIM EXTERIOR SHIM ON MIN.ALLOWED.
i2.METAL OR WOOD
EMBEDMENT: T } SUBSTRATES MAY BE
SEE TABLE A, J USED FOR ALL FRAME
SHEET 1 TYPES PER TABLE A,
WOOD ANCHOR TYP., 2X WOOD WOOD ANCHOR TYP., METAL TYP., SMS ANCHOR TYP.,
2X WOOD SHEET 1.
TYP.,SEE ANCHOR SEE ANCHOR NOTES TYP.,SEE ANCHOR SEE ANCHOR NOTES SEE ANCHOR SEE ANCHOR NOTES
NOTE 3,SHEET 1 &TABLE A,SHEET 1 NOTE 3,SHEET 1 &TABLE A.SHEET 1 NOTE 4,SHEET 1 &TABLE A,SHEET 1
IS
2-TRACK FRAME HEAD 3-TRACK FRAME HEAD 4-TRACK FRAME HEAD "DIAGONAL O.C.
Aw WOOD INSTALLATION Bw 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,SHEET744NOTE 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(1/4"MAX.) 1 SHEET 1 f SHEET 1
T J (1/4"MAX.) _ _,..w 1 (1/4"MAX.)
EXTERIOR I EXTERIOR EXTERIOREMBEDMENT:SEE
2-1/16"• � 2-1116"' � TABLE A,SHEET 1
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 jfaN 3-TRACK FRAME SILL Fw METAL INS AME SILL
ow WOOD INSTALLATION Ew WOOD INSTALLATION
EMBEDMENT:SEE
TABLE A,SHEET 1
EMBEDMENT:SEE PRODUC rRBVIBED
TABLE A,SHEET 1EDGE DISTANCE: -p1
METAL TYP.. wi1!tme Fmd&
I SEE TABLE A, A—p w.Nu D P ,63
EMBEDMENT:SEE ., SHEETI E■PirehmD.te
TABLE A,SHEET 1 'i EDGE DISTANCE: SEE ANCHOR
EDGE DISTANCE: I;II I SEE TABLE A, NOTE 4,SHEET 1 PIn4adc
2X WOOD SEE TABLE A, 2X WOOD I
TYP.,SEE ANCHOR TYP.,SEE ANCHOR SHEET 1
SHEET 1
NOTE 3,SHEET 1 NOTE 3,SHEET 1 2-1116"'
SMS ANCHOR TYP.,
2-1/16"• SEE ANCHOR NOTES
2-1/16"' &TABLE A,SHEET 1
SEE ANCHOR NOTES WOOD ANCHOR WOOD ANCHOR TYP., MIN.OF 3
&TABLE, SHEET 1 SEE ANCHOR NOTES THREADS
&TABLE A,SHEET 1 V EXTERIORBEYOND THE ;` til iYNN lg�
EXTERIOR METAL *O ......... !t
I EXTERIOR .\ \`Oci,;SkF A
114"MAX.SHIM I-- SUBSTRATE
15 1/4"MAX.SHIM �-I I� 114"MAX.SHIM I
..fir NO.ja X2705
2-TRACK FRAME JAMB 3-TRACK FRAME JAMB ja 4-TRACK FRAME JAMB
Gw WOOD INSTALLATION Hw WOOD INSTALLATION Iw METAL INSTALLATION 6 =
n•waer. o.e: cmc `�' O «t-
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ANCHORAGE DETAILS
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INSTAL ION DETAIL EMBEDMENT:SEE TABLE A,SHEET 1 EMBEDMENT:SEE TABLE A,SHEET 1 NOTES:
EDGE DISTANC EE EDGE DISTANCE: EDGE DISTANCE: 1.ALL DIMENSIONS
CONCR E CONCRETE SEE TABLE A.SHEET 1 CONCRETE SEE TABLE A,SHEET 1 SHOWN ARE BASED
PERT LE TABLE A,SHEET 1
A,SH ET 1 1 2-1/16"' ER TABLE 2.1/16"• PER TABLE 2-1/16"• ON MIN.ALLOWED.
SHEET 1 A,SHEET 1 1!q" DIAGONAL O C IS
E ERIOR ;• ; M MIN 4"(HEAD&SILL)
7� i r f SHIM OR 6"(JAMB)SEE
EMBEDME T: 1/4° EXTERIORi 1(q" I DETAILS,SHEETS
SEE TABLE MAX. MAX.
EXTERIOR 0&11.
SHEET 1 SHIM SHIM
PROPERLY S URED 1X CONCR ANCHOR TYP., PROPERLY SECURED 1X CONCRETE ANCHOR TYP., PROPERLY SECURED 1X CONCRETE ANCHOR TYP.,
WOOD BUCK TY CHOR NOTES& WOOD BUCK TYP.,SEE SEE ANCHOR NOTES& WOOD BUCK TYP.,SEE SEE ANCHOR NOTES&
ANCHOR NOTE 3,SHEET 1. TABLE A,SHEET 1 ANCHOR NOTE 3,SHEET 1 TABLE A,SHEET 1 ANCHOR NOTE 3,SHEET 1 TABLE A,SHEET 1
42)2-TRACK FRAME HEAD 3-TRACK FRAME HEAD E 4-TRACK FRAME HEAD
Ac CONCRETE INSTALLATION Bc CONCRETE INSTALLATION Cc CONCRETE INSTALLATION
CONCRETE ANCHOR TYP., PROPERLY SECURED 1X CONCRETE ANCHOR TYP., PROPERLY SECURED 1X CONCRETE ANCHOR TYP., PROPERLY SECURED 1X
SEE ANC TE DOD BUCK TYP.,SEE SEE ANCHOR NOTES& WOOD BUCK TYP.,SEE SEE ANCHOR NOTES& WOOD BUCK TYP.,SEE
T LE A,SHEET 1 AN R NOTE 3,SHEET 1 TABLE A,SHEET 17
ANCHOR NOTE 3,SHEET 1 TABLE A,SHEET 1 ANCHOR NOTE 3,SHEET 1
SEE ANC R SEE ANCHOR SEE ANCHOR
NOTE 5,S ET NOTE 5, NOTE 5,
1(1/4" AX.)- S-MAX.) SHEET IZ
:•+ (1/4"MAX.) 1 (114"MAX.)
EXTE OR T EXTERIOR 1 EXTERIOR
CONCRETE
2-1/16"• 2-1116"' �2-1/16"' PER TABLE
GE DISTANCE: ON RETE EDGE DISTANCE: CONCRETE EDGE DISTANCE: A,SHEET 1
SEE T E A.SHEET 1 E TABLE SEE TABLE A,SHEET 1 PER TABLE SEE TABLE A,SHEET 1
EMBEDME •SEE TABLE A,SHEET 1 HEET 1 EMBEDMENT:SEE TABLE A,SHEET 1 A,SHEET 1 EMBEDMENT:SEE TABLE A,SHEET 1
CK FRAME SILL 3-TRACK FRAME SILL 4-TRACK FRAME SILL
Oc CON STA ON Ec CONCRETE INSTALLATIONFc CONCRETE INSTALLATION
EMBEDMENT:SEE
TABLE A,SHEET 1
EMBEDMENT:SEE DUc f REVI66o
TABLE A,SHEET I ~� EDGE DISTANCE: nsu,mlAyfvalwkhtlreFlaeillu
EDGE DISTANCE: SEE TABLE A, �pl-eke No 1&-db25•03
E EDMENT:SEE CONCJCMU ANCHOR SEE TABLE A, PROPERLY SECURED
I SHEET 1 E•v raeba O.k
2 1X WOOD BUCK TYP.,
ABLE A,SHEET 1 —� TYP.,SEE ANCHOR SHEET 1 SEE ANCHOR NOTE 3, &
EDGE DIS NCE: + aa/Vb rod."cawa
PROP RLY SECURED SEE DIS C NOTES&TABLE A, SHEET 1
1X W OD BUCK TYP., SHEET 1 2-1/16"• „ }
SEE A CHOR NOTE 3, SHEET CONC./CMU ANCHOR 2-1/16"'
SHEET 1 TYP.,SEE ANCHOR �(
2-1/168+ PROPERLY SECURED NOTES&TABLE A, ;
CONC./ MU ANCHOR I 1X WOOD BUCK TYP.,
TYP., EE ANCHOR ° SEE ANCHOR NOTE 3, CONCRETE SHEET 1 `CONCRETE
NOTE &TABLE A, •y SHEET 1 OR CMU
CON TE OR CMU EXTERIOR I I PER TABLE
EXTERIO SHEET 1 I PER TABLE A,SHEET 1 ``' ,/
n�T I I OR C U EXTERIOR 1 , A,SHEET 1 ?`,�� F
V1/4" SHIM �I+- P ABLE �L �rclast
4,SH ET 1 v 1/4"MAX.SHIM ISI
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JR 02/20/14
INSTALLATION DETAILS NOTES:
1.ALL DIMENSIONS
FRAME JAMB SHOWN ARE BASED
REQUIRED AT ALL 2.693"MIN. ON MIN.ALLOWED.
INSIDE POCKETS EDGE
EMBEDMENT:SEE TO PREVENT DISTANCE 2.FIGURES ON THIS
WOOD FRAMING TABLE A,SHEET 1 P-HOOK MOUNTING ADAPTER WATER SHEET ARE FOR
WOOD ANCHOR TYP., INFILTRATION CONCJCMU ILLUSTRATIVE
SEE ANCHOR NOTES ANCHOR TYP.,SEE PURPOSES ONLY.SEE
EMBEDMENT: &TABLE A,SHEET 1 26 ANCHOR NOTES& TABLE A,SHEET 1 FOR
ALLAPPROVED
SEE TABLE A, (ALSO SEE TYP. TABLE A,SHEET 1 SUBSTRATES.
SHEET 1 — 26 ILLUSTRATION,SHEET 9) 1-114"MIN.EDGE DISTANCE
ED E
DISTANCE:SEE
EXTERIOR 3.SEE TABES 1-3,
�— TABLE A,SHEET 1 EMBEDMENT: SHEETS 6 8 FOR
SEE TABLE A, P-HOOK MOUNTING REQUIRED P-HOOK
ED E 26AND P-HOOK
EXTERIOR SHEET 1 ADAPTER CONCJCMU
PHOOK WOOD ANCHOR TYP., J L ANCHOR TYP.,SEE MOUNTING ADAPTER
SEE ANCHOR NOTES V P-HOOK ANCHOR NOTES&TABLE ANCHOR QUANTITIES.
&TABLE A,SHEET 1 CONCRETE OR EMBEDMENT:SEE A,SHEET 1 ALSO SEE EXAMPLE
(ALSO SEE TYP. CMU PER TABLE TABLE A,SHEET 1 (ALSO SEE TYP. ON SHEET 9.
EDGE DISTANCE
ILLUSTRATION,SHEET 9) MIN. A,SHEET 1 ILLUSTRATION,SHEET 9)
EDGE
®P-HOOK FOR USE WITH FLAT SILL RISERS P-HOOK FOR USE WITH FLAT SILL RISERS
Jw PARTS#18,#20,#22 OR#24, c 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 EMBEDMENTCONCRETE OR EMBEDMENT:SEE ADAPTER CONC./CMU
:SEE
NOTE 4,SHEET 1; ADAPTER SMS CMU PER TABLE TABLE A,SHEET 1 ANCHOR TYP.,SEE
MIN.OF 3 THREADS TABLE A,SHEET 1 ANCHOR TYP.,SEE
BEYOND THE METAL ANCHOR NOTES A,SHEET 1 ANCHOR NOTES&TABLE
• A,SHEET 1
SUBSTRATE 2e &TABLE A,SHEET 1 EMBEDMENT: y` (ALSO SEE TYP.
(ALSO SEE TYP. SEE TABLE A, ILLUSTRATION,SHEET 9)
ILLUSTRATION, SHEET 1 26
EMBEDMENT: SHEET 9) PMDUCrREVISED
SEE TABLE A, r" adc plyingwilk the Ft v.
EDGE DISTANCE:SEE
SHEET 1 1-1/4"MIN.EDGE DISTANCE c
TABLE A,SHEET 1 Acc"4"c`c No I[,-o6? a3
'' EapYWrr Dcte ' 17dj
30 30
P-HOOK SMS ANCHOR TYP., EXTERIOR P-HOOK CONCJCMU EXTERIOR
SEE ANCHOR NOTES ANCHOR TYP.,SEE Dl�
V
&TABLE A,SHEET 1 3V ID ANCHOR NOTES&TABLE v
(ALSO SEE TYP. 2.693"MIN. A,SHEET 1 2.693"MIN.
ILLUSTRATION,SHEET 9) EDGE DISTANCE (ALSO SEE TYP.
EDGE DISTANCE
ILLUSTRATION,SHEET 9)
E P-HOOK FOR USE WITH BOX SILL RISERS P-HOOK FOR USE WITH BOX SILL RISERS
Kw PARTS#19,#21,#23 OR#25, ® I!;t,;! '
Kc PARTS#19.#21,#23 OR#25, r ti,
METAL INSTALLATION EXTERIOR CONCRETE INSTALLATION EXTERIOR `:t,.�,•,. I•y ''•.'r'
(SEE TABLES 1A,2A&3A MOUNT (SEE TABLES 1A,2A&3A MOUNT
FOR WATER RATINGS) ONLY FOR WATER RATINGS) ONLY t•io py 1
ao,se ey. a� a.,tec: rraWu. `1!-:
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CONFIG. EXAMPLES .
MAX.UNIT
WIDTH MAX.UNIT WIDTH
MAX. NOM.PANEL WIDTH
DLO TYP.PER TABLES 1-3
HEADER DETAIL'A', WIDTH INTERIOR
SHEET 18;INSTALLATION 1
DETAILS'AW'&'AC',� EXTERIOR
SHEETS 12&13 1
90°
PANEL PANEL
PANEL TYPE TYPE PANEL CORNER DETAIL'N2',
TYPE OS' AS' TYPE SHEET 19&CORNER
'A' 'K ANCHORAGE SHEET 11
NOM. 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
JAMB DETAIL'G3%SHEET
b 18;INSTALLATION DETAILS J
X X 'GW&'Gc',SHEETS 12&13
SILL DETAIL-D-,SHEET 18; 90°
INSTALLATION DETAILS EXAMPLE:90° INSIDE CORNER,4 PANELS-)(X/XX
'Dw'&'Dc',SHEETS 12&13
I
i
SILICONE
BY OTHERS
DLO WIDTH=NOM.PANEL WIDTH-7" i
DLO HEIGHT=DOOR UNIT HEIGHT-10.125'
PANEL HEIGHT=DOOR UNIT HEIGHT-1.866"
#8 X 1"
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PANEL CORNER FRAME CORNER
DETAIL DETAIL
NOTES:
1)SEE SHEET 17 FOR INDIVIDUAL PANEL CONFIGURATIONS AS APPLICABLE.SEE DP/ANCHOR TABLES,SHEETS 6-8 FOR MAX. ;°:; '^.`.''.r•,'
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.
3)PLEASE SEE APPLICABLE ASTRAGAL&INTERLOCK COMBINATIONS PER DP/ANCHOR TABLES.
R ro7o7>cNNococroRn� ANCHORAGE DETAILS/EXAMPLE ELEVATION
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CONFIG. EXAMPLES INTERLOCK DETAIL FOR ALL DETAILS ON THIS SHEET,SEE NOTES ON SHEET 15
�'M',SHEET 19 OPERABLE JAMB DETAIL'G3',SHEET 18;
i ;y —INSTALLATION DETAILS'Gw'&'Gc',SHEETS 12&13
)(� HEADER DETAIL W.SHEET 18; MAX'
/1 1XED JAMB DETAIL'G2', ASTRAGAL HEADER DETAIL W,SHEET DLO JAMB DETAIL'G3',SHEET
LL INSTALLATION DETAILS'Aw'&'Ac', WIDTH
SHEET 18;INSTALLATION DETAILS'L1'& 18;INSTALLATION DETAILS 18;INSTALLATION DETAILS
DETAILS'Gw&'Gc', L2,SHEET 19 'Aw&'Ac',SHEETS 12&113 SHEETS 12&13 TYP �'Gw'&'Gc',SHEETS 12&13
SHEETS 12&13 90°
11 ., EXTE IOR INTERIOR
PANEL PANEL PANEL PANEL PANEL PANEL INTERLOCK DETAIL
TYPE TYPE TYPE TYPE PANEL PANEL
TYPE TYPE 'M',SHEET 19
'R' 'L' 'D' 'A' TYPE TYPE
MAX. A' cS' qg K MAX.
90°OUTSIDE CORNER
NOM. UNIT UNIT DETAIL'N1',SHEET 19&
PANEL HEIGHT SILL DETAIL NOM. HEIGHTPER CORNER ANCHORAGE
MAX WIDTH TYP. SEE TABLES D',SHEET MAX PANEL L—SHEET
PER SHEET 11
DLO PER NOTE 2, 1-3 18, DLO WIDTH TYP. TABLES
PER 1-3 NTERIOR
HEIGHT TABLES 1-3 SHEET 15 INSTALL HEIGHT TABLES 1-3 DETAILSDW'&'DC', EXTERIOR
p x1�3 SHEETS12 NOM.PANEL
&13 , x a WIDTH TYP.
1 40— i I I 1 X x PER TABLES
MAX.UNIT WIDTH " I MAX.UNIT WIDTH 1-3
SEE FRAME&
PANEL CORNER SILL DETAIL'D',SHEET 18; MAX.UNIT WIDTH
CONSTRUCTION EXAMPLE:OXXX INSTALLATION DETAILS
DETAILS SHEET 15 2-TRACK 'DW&'Dc',SHEETS 12&13 EXAMPLE:90°OUTSIDE CORNER-XXIXX(2-TRACK)
JAMB DETAIL'11',SHEET 18;
ASTRAGAL DETAILS'L1'& INTERLOCK DETAIL'M',SHEET 19 INSTALLATION DETAILS'Iw'&
1 L2,SHEET 19� 1 INTERLOCK DETAIL'M',SHEET 19 Ic',SHEETS 12 8 13
HEADER DETAIL ( 1
-'--JAMB DETAIL'H2',SHEET P-HOOK DETAIL'S&'K',SHEET B'.SHEET 18;
18;INSTALLATION DETAILS 19;INSTALLATION DETAILHEET INSTALLATION JAMB DETAIL'12',SHEET 18;INSTALLATION HEADER DETAIL'C',SHEET
&'Ic
' SHEETS 12&13 18;INSTALLATION DETAILS
'Hw'&'Hc',SHEETS 12&13 'Jc','Kw'&'Kc',SHEET 14 DETAILS'Bw'&'Bc, DETAILS ', 'CW&'Cc',SHEETS 12&13
SHEETS 12&13
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TYPE TYPE TYPE TYPE j TYPE TYPE TYPE TYPE Erpiraely nrtc
,R, ,L, M, ,F, i M, F, F P, MAX. b
MAX.UNIT NOM. ¢'o I NOM. UNIT wsn anhvl
HEIGHT PANEL i a j % PANEL HEIGHT
PER WIDTH TYP. w % WIDTH TYP. Y PER
TABLES MAX. /SEE PER cY'' I SEE MAX. PER TABLES
TABLES 1-3 0� I DLO TABLES 1-3 1-3
1-3 DLO NOTE 2, a a I OTE 2,
HEIGHT SHEET 15 y i SHEET 15 HEIGHT
o x x x x x x o141
;c:"•+ `:.. ...
EXAMPLE:OXXXp SILL DETAIL-E,SHEET 18; EXAMPLE:XXXO SILL DETAIL'F',SHEET 18;f�
(3-TRACK,RIGHT POCKET) INSTALLATION DETAILS (4-TRACK,BY-PASS) INSTALLATION DETAILS /
'Ew'&'Ec',SHEETS 12&13 'Fw'&'Fc',SHEETS 12&13
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PANEL'S RIGHT STILE TYPE
PANEL SINGLE SINGLE FIXED LOCKSTILE ASTRAGAL ASTRAGAL ASTRAGAL ASTRAGAL INT CORNER EXT CORNER EXT CORNER INT CORNER EXT CORNER INT CORNER
EXT CORNER
IN INTERLOCK STILE W/HANDLE BOX OUT BOX IN BOX OUT BOX D 90 l HANDLE
90 LOCKSTILE 90 RECEIVER 90 RECEIVER 35 RECEIVER 35 RECEIVER
90 RECEIVER
Wl HANDLE Wl HANDLE W/HANDLE WI HANDLE WI HANDLE WIHNDLE W/HANDLE WI HANDLE
TYPES OUT IN #118 #118 1131 #31
- u #120 #11sc #s1 ft11a -1 l
SIOUTE
INTERLOCK � F PP K B L TR TQ TC TA TV TW
SINGLE
RLOOCK [�� O E P A C C iC SQ SC SA SV SW
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FIXEDFD FC FV FW
STILE � RR R S S
LOCKSTILE
W/HANDLE * D A��/��/ J J
(6(lC!)!!7) (BOXsQ
w ASTRAGAL X OUT / p PANEL NOTES:
WIOL
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} reoxtnrr7 1.SEE DP TABLES 1-3,SHEETS 6-8 FOR PANEL
�— ASTRAGALA, SIZES&DESIGN PRESSURE.
w BOX IN IN LEFT Q INTERIOR RIGHT 2.PANEL TYPES NOT SHOWN OR CROSSED OFF
J WI HANDLE " PANEL PANEL ARE NOT REQUIRED FOR ANY CONFIGURATIONS
� ASTRAGAL T U STILE EL� EXTERIOR
STILE AND ARE NOT AVAILABLE.
(n Box OUT 3.90°ASTRAGALS TO USE HEAVY-DUTY STILES
(Box°Un (BO11OUf) (#61),CORNER RECEIVER(#118)AND EITHER
LL ASTRAGAL / PANEL"E"SHOWN.SEE TABLE FOR OTHER PANEL TYPES AND EXTERIOR(#119)OR INTERIOR(#120)CORNER
w BOX IN T V APPLICABLE STILE/ASTRAGAL REQUIREMENTS. ASTRAGALS.
J t�>ro fO""/ 4.135°ASTRAGALS TO USE HEAVY-DUTY STILES
INT CORNER RT Cl
90 LOCKSTILE (#61)AND CORNER ADDON(#31).
J W/HANDLE#120 '--�r~ .232"
w QT QS SILL RISERS OPTIONS 232
EXT CORNER
Z 90 LOCKSTILE —+{ '232' EXTERIOR EXTERIOR
.062'
Q Wf HANDLE#11g 232" I
EXT CORNER#61 ^T ^^ EXTERIOR I EXTERIOR .062" 4.055'
90 RECEIVER /V- !V-V` 062� 3.305" NiODUC f REVISED
W/HANDLE #118 n 2.555" i as--Plying with tk FTothh
INT CORNER#61 1.567" I I L I I.Ming CAWd
90 RECEIVER A T AS DF .D62' ,r-�,_Ji. ._iL Acceptance No 06 Z dS
W/HANDLE 1 E>tpiratioa Dile r-s/
EXT CORNER #118 /'� 18,SILL RISER,�AT" ID SILL RISER,FLAT 22 SILL RISER,FLAT 24 SILL RISER,FLAT _
90 RECEIVER ''F / FLUSH,1-1/2" GLOW,2-1/2" MEDIUM,3-1/4" OHIGH.4"
EXT CORNER +� 750' .750'
135 RECEIVER#31 VS VF / I EXTERIOR
W/HANDLE �{ .750' .062"
#St EXTERIOR EXTERIOR I EXTERIOR
INT CORNER #31 (� .906" a .062" 4.055'
35 RECEIVER WT WS WF V—� a .062"
—
W!HANDLE #61 .062" 2.5155' 3.305" f:i'; •..
LjL�� 1.587°
19"
SILL
RISER,E OX 21 SILL RISER,BOX 23 SILL
RISER,BOX
2SILL 5 HIGH RISER,BOX !
FLUSH
NOT VALID FOR WATER INFILTRATION RESISTANCE REQUIREMENTS,SEE SHEETS 6-8 �"g+�
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ASSEMBLY DETAILS
106 FULL PANEL JAMB LENGTH
(SEE SHEETS 12-14 FOR FOR INSTALLATION DETAILS)
80 OR 61 105
LOCK PART 17
FULL LENGTH 14 75 8107-110
IK106OF JAMB 5 6o OR 61 5
G10OR 61 2-TRACK JAMB 16
2-TRACK JAMB (SHOWN 5 SEE DETAIL G1
CLIP#105 WITH FOR FIXED
6'LONG OPERABLE PANEL CLIP LOCK PART
@ W/RETAINER#106 ) s0 75 8107-11MIDSPAN (SHOWN WITH PANEL
FIXED PANEL TO LOCK PART SEE DETAIL G2
THE INTERIOR) 'EXTERIOR 103 113 75 LOCA
107-11 103 FOR FIXED 5 Eo OR 61
PANEL CLIP 103
EXTERIOR
14 t5 5
#10 X 3W FULL LENGTH G2 4012 16 60 OR 61 17
123 OF JAMB 2-TRACK JAMB 2-TRACK JAMB �L EXTERIOR EXTERIOR EXTERIOR EXTERIOR
SMS,X 3 CLIP#80 OR#105 51 52 WI SCREEN
6"LONG W/RETAINER#123 3 TRACK JAMB 3-TRACK JAMB 4-TRACK JAMB 4-TRACK JAMB
°C e0 (SHOWN WITH H1 (SHOWN WITH H2 (SHOWN WITH IE (SHOWN WITH 12 (SHOWN WITH
MIDSPAN FIXED PANEL TO OPERABLE PANEL) FIXED PANEL TO FIXED PANEL TO OPERABLE PANEL)
so OR 61 THE EXTERIOR) 53 THE EXTERIOR) THE INTERIOR)
�L EXTERIOR FLEXTERIOR
2 --M
IV
112 1 3 4
45 5 113 5 113 5
52 51 89 89
EXTERIOR EXTERIOR 69
EXTERIOR 59 a a
I
SHOWN WITH ®2-TRACK WISCREEN ®3-TRACK ®4-TRACK MAX.UNIT PRODUCE REVISED
OPT.SCREEN A FRAME HEAD a FRAME HEAD C FRAME HEAD HEIGHT PER wr—pwgwflk Uewrhk
TRACK TABLES 1.3 bY+dfnx ea4e
Mlnxt —N. /d-QLZ .0 3
E�prrMe ace
53 69 69 69 S
EXTERIOR EXTERIOR
52 51 72 OR 73 72 OR 73 72 OR 73
46 11 g 10
113 11 11
48 47 p 8
EXTERIOR 112 5 113 113
a 5 5
40�3-TRACK 4-TRACK
FRAME SILILSCREENFRAME SILL @FRAME SILL -.I.
.ITEM 61 SHOWN,ITEM 60 ALSO APPLICABLE,SEE TABLES
1-3,SHEETS 6-8 FOR DP(PSF)ASSOCIATED WITH STILE.
R�+epr. na.;eas wmnn,.
10707WHNOLOGYORNE VERTICAL SECTION DETAILS - =,.. s-..aa -
e7: pefs; RatrJol¢ '•'�t v�-t'ul,.•^;`..;._.
N VENC$R 30375 rmr - ...
�� Ig„}4B�1600 SERIES 670 ALUM.SGD-NON-IMPACT ;.'
°tN6 A.LYNN MILLER,P.E.
o JR
CERT.o>=aU7H.azez5c ® sG6670 NTS 18 d 22 PGTO128 B P.E.#56705
JR 0220/14
ASSEMBLY DETAILS
(SEE SHEETS 12-14 FOR FOR INSTALLATION DETAILS) 5 4 INTERIOR 6t 1t3 1t6
*Ill
28 7
30 113
63 27 63 11
103 62 111 63 60 OR 61
60 OR 6129 65
14 65EXTERIOR 111 52 90° EXTERIOR
P-HOOK FOR FLAT SILLS P-HOOK FOR BOX SILLS EXTERIOR INTERIOR EXTERIOR
(EXT.OR INT.MOUNT) EXT.MOUNT ONLY a a INTERIOR
90°
OR 61
LOCK PART 60
103 LOCK PART 103 LOCK PART 75&107-110
75&107-110 75&107-110 61 5 ®INTERLOCK
M
14
113
60 60 61 gt 118 5
EXTERIOR 113 I EXTERIOR 113 . 113 103 119 D EXTERIOR 7
67 68
STANDARD ASTRAGAL#67
HEAVY-DUTY ASTRAGAL
8 ga90-OUTSIDE
WITH STANDARD STILES#60 � 6
WITH HEAVY-DUN STILES#61 N1 2 TRAC SHOWN CORNER N2 2-TRACKS OWNER 'ITEM SH (HEAVY-DUTY
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
4 INTERIOR STILES.
31 LOCK PART PRODUC P REVBED
4 INTERIOR 75 8 107-11U w� Z. tlfe FIotNC
5 5 AA ceplfu NNo /6-atz
135°
4 INTERIOR Eapkaefr Date ``
r•1[".M'D>,dr► oa Caobvl
11
7
135°
14 5 61 32
103
61
32y EXTERIOR 61
11 5 v
LCCK PART
75
61 EXTERIOR 7 - ;'i '��I�U,,• '•i
758107-no 31 14 E 135°INSIDE CORNER .,...,°
02 2-TRACK SHOWN
135°OUTSIDE CORNER
01 2-TRACK SHOWN
�.- a a. -.,g'F6
o
10707ECHNOLOOYDRIVE HORIZONTAL SECTION DETAILS,CORNERS
N.VENICE,R 37275 >! - •j'-'
(941)-480.1800 SERIES 670 ALUM.SGD-NON-IMPACT `
nerner. mrd G�aB oem. ® �0S Q1°TM7"14 R" A.LYNN'MILLER,P.E.
JR 0220/14 CERT.OFAUTN.929298 SGO-670 NTS 19 �'22 PGT012B B P.E.k 58705
Item PGT pGT# Description Item PGT pGT# Description NOTES:
# Dw .# # Dw .# 1)ALL ALUMINUM=6063-T6
1 17306 617306 2-TRACK HEAD F1917
17325 617325 PANEL STILE
2 17303 617303 2-TRACK HEAD WITH SCREEN RAIL 17326 617326 PANEL STILE(HEAVY DUTY) 2)ITEMS#REN T USED
D AND
84-99,
3 17309 617309 3-TRACK HEAD 17327 617327 INTERLOCK ADAPTOR 121 8 AR ARE NOT USED AND ARE
4 17312 617312 4-TRACK HEAD 1225 6TP248 VINYL BULB WSTP.-THIN(INSIDE INTERLOCK) NOT PART OF THIS APPROVAL.
5 17314 617314 FRAME SCREW COVER 1729 71729 SILL END WEATHERSTRIP PAD 3)USE OF#12 OR#13 REQUIRES
6 17317 617317 FRAME HEADIJAMS SCREEN ADD-ON 17328 617328 INTERLOCK SCREW COVER MIN.#10 SMS OR 3/16"MASONRY
7 17304 617304 2-TRACK SILL 17329 617329 ASTRAGAL ANCHORS Q 24"MAX.O.C.
8 17301 617301 2-TRACK SILL WITH SCREEN RAIL 68 17339 617339 HEAVY DUTY ASTRAGAL
9 17307 617307 3-TRACK SILL 69 17324 617324 TOP 6 BOTTOM RAIL
10 17310 617310 4-TRACK SILL 70 17350 417350 WEATHERSTRIP EXTENSION(INJECTION MOLDED)
11 17313 617313 FRAME SILL TRACK INSERT 71 1695 71695 1-1/2'X V X 3/4"HIGH FIN SEAL DUST PLUGS
12 17315 617315 FRAME SILL SCREEN ADD-ON(SEE NOTE 3) 72 6153 78153X TANDEM ST.STL ROLLERASSY.
13 17316 617316 FRAME SILL SCREEN END ADD-ON(SEE NOTE 3) 73 8153 78153N TANDEM NYLON ROLLER ASSY.
14 17305 617305 2-TRACK JAMB 74 SILICONE DOW-899,DOW-995 OR GE-7700
15 17302 617302 2-TRACK JAMB WITH SCREEN RAIL 75 8185 78185X GEMINI MORTICE 3-PLY DUAL LOCK W/LONG TRIM PLATE
16 17308 617308 3-TRACK JAMB 76 71032X1FPFX #1032 X V FL SS SCREW W/TYPE"F"TIP
17 17311 617311 4-TRACK JAMB 77 7103239 1032 STEEL 27NC U-NUT
18 17322 617322 SILL RISER-FLAT,FLUSH,1-1/2' 78 17358 617359 3116 8 114"BEAD
19 17319 617319 SILL RISER-BOX FLUSH,1-1/2' 79 17357 617357 1'IG BEAD
20 17321 617321 SILL RISER-FLAT,LOW,2-1/2' 80 17359 617359 7/16"BEAD/FDO=D PANEL CLIP
21 17318 617318 SILL RISER-BOX LOW,2-1/2'. 82 1224 6TP247K VINYL BULB WEATHERSTRIP
22 17355 617355 SILL RISER-FLAT,MEDIUM,3-1/4' 83 61745 1745 LOWE INC,1/2'X 1176'SGL.SIDE ADH.TAPE,POLYETTL
23 17354 617354 SILL RISER-BOX,MEDIUM,3-1/4" 100 8052 48052 ROLLER ADJ.HOLE PLUG
24 17323 617323 SILL RISER-FLAT,HIGH,4' 101 72087 JAMB BUMPER
25 17320 617320 SILL RISER-BOX HIGH,4' 102 1696 71696 DUST PLUG
26 17333 617333 POCKET P-HOOK 103 8188 78186X 1'KEEPER
27 7070 67070 NEOPRENE BULB WSTP FOR P-HOOK 104 653 7SDKEEP SCREEN LOCK KEEPER
28 17334 617334 POCKET P-HOOK MOUNT 105 17344 617344 FIXED PANEL CLIP-6"LONG PRODUC r REVISED
29 17335 617335 P-HOOK COVER 106 17352 617352 FIXED PANEL RETAINER-9/16* m e xplq+ug silk the Fluid.
Iwaier.�Ci+ic
30 17348 617348 POCKETP-HOOK FOR BOX RISER 107 1739 71739 HANDLE KIT-INTERIOR RAISED WITH THUMB TURN,USED WITH#75 Amo.".N. 1/^6/211-63
31 17376 817376 135 CORNER 106 1740 71740 HANDLE KIT-RAISED EXTERIOR HANDLE,USED WITH#75 EapkwA-Bou
32 17378 817376 135 FIXED MOUNT 109 1731 78162SN HANDLE KIT-RECESSED INT.WITH THUMB TURN,USED WITH#75 L V ",,�
ITEMS 40-63 ARE SCREEN PARTS: 110 1732 78178 HANDLE KIT-RECESSED EXTERIOR PULL,USED WITH#75
40 4319 612258 SCREEN SIDE RAIL-LOCKS71LE 117 710XJ4PPSDAX#10 X 314"PH.PN.TEK-S.S.
41 7LOCKWGSK SCREEN LOCKSET 112 1235 67576 WSTP,.270 X._170.FIN SEAL
42 41818 SCREEN KEEPER SPACER SET 113 1712 64066 .187"X 230-FINSEAL
43 6152 68152 SCREEN INTERLOCK ADAPTER 114 710X115PPX #10 X 1-112"
44 4428 64426 SCREEN DOUBLE INTERLOCK 115 710XPPT #10 X V
45 4317 612256 SCREEN TOP RAIL 116 720XIX #14-20 X 1'S.S.
46 4318 612257 SCREEN BOTTOM RAIL 117 72OXI12X #14-20 X 1-1/2'S.S.
47 668 7SRAZ STANDARD ROLLER 118 17336 617336 90 DEGREE CORNER RECEIVER
48 668 7SRAX STANDARD ROLLER-ST.STL. 119 17337 617337 90 DEGREE OUTSIDE CORNER ASTRAGAL
49 4344 64344 SCREEN ASTRAGAL 120 17338 6117338 90 DEGREE INSIDE CORNER ASTRAGAL
50 17349 817349 OXO SCREEN ASTRAGAL ADAPTER 723 17352 617352 FIXED PANEL RETAINER,7/8'
51 1692 61692 SCREEN SPLINE-.165"
52 1694 61694 SCREEN SPLINE-.150'
53 61816C20 SCREEN CLOTH - '� /••
54 1725 112'X4'X 1116'SET.BLOCK,NEOPRENE 85-1-5
55 1726 1'X4'X 1/16"SET.BLOCK,NEOPRENE 85+/S
rroneer. or« a^ - O
1070 TM PARTS LIST
N.9FAlK:E 8.91275
SERIES 670 ALUM.SGD-NON-IMPACT ,
G`�r arena Ms emrnm,e ao� mwe owvpw wrc A.LYNN MILLER,P.E.
JR 0228/14 CERT-OFAUM#2R298 ® SGD-870 NTS 20 d 22 PGT0128 B P.E.#58705
5.069" � 8.562" --�0.080" 1.36"
�I 1.36"
�-{ 1.872"
1 211" 1.505"
0.081" 1.019"
0.062"
O 0.081"
o.oa1" 2-TRACK HEAD 10 4-TRACK SILL SCREEN
4o STI
(6063-T6 AL) (6063-T6 AL) LE
6.198" (6063-T6 AL)
6.198" � 6.526" 5.069"
0.080"
1.045"
1.211. 41.505"
A
1.9] El Ev
0.062"
0.081" @2-TRACK HEAD W/SCREEN TRACK Os 3-TRACK SILL
(6063-T6 AL) (6063-T6 AL) 14 2-TRACK JAMB @TOP RAIL
SCREEN
(6063-T6 AL)
(6063-T6 AL)
7.105" 2-TRACK JAMB W/
6.221" 1e SCREEN TRACK
0.080" -7' (6063-T6 AL) � 1.36"
1.211" 1.505" 0.875"
-y 1.36"
1.993"
�- 0.062"
0.081" @ 3-TRACK HEAD @ 2-TRACK SILL W/SCREEN TRACK L
(6063-T6 AL) ( ) 0.081 46
6063-T6 AL SCREEN
@BOTTOM RAIL
(6063-T6 AL)
9.142" 0.081"
4.49" � I
0.080"
I
1211" 1.505" 7.105"
ODUC
W"Npb r Wid 91 n
..e.rpMne wn��F7ae1d{ '
O 9.141" hamuntode
0.081" Accept-
(6063-T6
i 4 4-TRACK HEAD Oi 2-TRACK SILL Acceplxcr No/!_ -a�25•oj
(6063-T6 AL) (6063-T6 AL) EeNeM�ale e
��'
Imo- 0.060"
1.514" L I
w 0.062" j
0.532" 0.760"
1.260"
y 0.060" r 1.516" 1.990"
@FRAME HEAD/JAMB SCREEN FRAME SILL SCREEN FRAME SILL SCREEN '
ADD-0N 12 ADD-0N is END ADD-0N 16 3-TRACK JAMB _.... ` ' ,"
(6063-T6 AL) (6063-T6 AL) (6063-T6 AL)
(6063-T6 AL) I
REQUIRES MIN.#10 SMS REQUIRES MIN.#10 SMS
17 4-TRACK JAMB
OR 3/16'MASONRY OR 3(16"MASONRY
SEE SHEET 17 FOR SILL RISERS. ANCHORS @ 24"MAX.O.C. ANCHORS @ 24"MAX.O.C. (6063-T6 AL)
1670 TECNNOLOGYMVE EXTRUSIONS `
W. Dem 6eweu+e N.VENICQ FL 34775
(941.4M,600 SERIES 670 ALUM.SGD-NON-IMPACT
By. amaz es By a� *�¢ - -' oe.em6n fl°' A.LYNN MILLER,P.E.
JR 0220/14 COU..OFAUTN.#29296 ® scas7o NTS 21 122 PG T0128 B P.E.#56705
0.718" 0.83"
2.304" 3.802"
3.802"
0.752" 0.752"
J0.574" I 1163" 0.885"
0. 0062" 0.062" 0.796" � I
0.08J 0
,062" 1
FRAME SILL P-HOOK MOUNTING 0 23P'HOOK SCREW
0.075"
5 1 t SP-HOOK ze zs 3o P-HOOK FOR dOX RISER
SCREW COVER OTRACK O OADAPTOR COVER 0.080"
(6063-T6 AL) (6063-T6 AL) (6063-T6 AL) (6063-T6 AL) (6063-T6 AL) (6063-T6 AL)
4"
..080 4"
1 2.30" 1.486"
0.080" 1.739"
0.830" 0.062' 1.600 0.133" 1.600 0.062" 1.303"
080" 1.870" I 1 1.888" I ���IIIFF===iii
016" 1.974" -� I.-- 3.125" - -1 .0.325"
2.44" 3.125" 0.062" f
31 135°CORNER 3z 135°FIXED MOUNT so STANDARD STILE 61 HEAVY DUTY STILE 1.02 INTERLOCK INTERLOCK
65
(6063-T6 AL) (6063-T6 AL) (6063-T6 AL) (6063-T6 AL) ADAPTER SCREW COVER
(6063-T6 AL) (6063-T6 AL)
3.979" � 3.979"
4.125"
LUL FF---L
75" 0.075" 1.645"
0.062" 1.304" 1 050"1 �1.050" 1.050" I+
1.645" 1 .289"
611".045" .8T1W
�I�
045"
0.125"" 0.281"
Imo-- 3.25"
67 STANDARD ASTRAGAL s6 HEAVY DUTY ASTRAGAL 89 TOP/BOT-TOMGLAZING 7/16"GLAZING 76 3/16"&1/4"
7s RAIL BEAD(I.G.) eo BEAD,FIXED GLAZING
(6063-T6 AL) (6063-T6 AL) (6063-T6 AL) (6063-T6 AL) PANEL CLIP BEAD
(6063-T6 AL) (6063-T6 AL) PRODVCt REV16E0
1.003" ft-=wimj*Im-ue the wdit
1.03" Ampft allo
4„ 5.821" Eapiney"Doe i[e 2a2,
0.757" SL"".
0.050"
10.08J
e
105 FIXED 0.709"
PANEL CLIP III II 2.893" 0.133" 0.133"
PANE T6 AL) ° � 1.498" 1.498"
0.080"
550" 0.863
FIXED PANEL 5.6
tz321" 4
0.709" RETAINER,7/8" tzo 90°INSIDE CORNER ASTRAGAL
2.826"
0.060" -11-- (6063-T6 AL) tt9 90°OUTSIDE CORNER ASTRAGAL (6063-T6 AL)
FIXED PANEL 116 90°INSIDE/OUTSIDE (6063-T6 AL)
tab RETAINER.9/16" CORNER RECEIVER
(6063-T6 AL) (6063-T6 AL)
1070TECHNOLOGYDRIVE EXTRUSIONS _
N.VENICE,FL 34275 ....
/941}430-1600 SERIES 670 ALUM.SGD-NON-IMPACT i
seti+eeJ. - - A.LYNN MILLER,P.E.
SJR 07/20/14 a o� CERT:OFAUTH.#29286
YnT SGD-670 NT$ ^� PGTO128 B P.E.#58705 "