HomeMy WebLinkAboutProduct Approval (2) Florida Building Code Online Page 1 of 3
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11 Product Approval
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Product Aoorova!Mem>Product or Aoolication Search>Application List>Application Detail FEB ?
8 2017
FL# FL251-R28
1 PERMITTING
t St. Lucie County, FL
Application Type __Revision y�;
Code Version 2014
Application Status -Approved
*Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC
and/or the Commission if necessary.
Comments
Archived ___
'J
Product Manufacturer PGT Industries
Address/Phone/Email 1070 Technology Drive
North Venice,FL 34275
(941)486-0100 Ext 22318
druark@pgtindustries.com
Authorized Signature Jens 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
z
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
http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsEt2PTand5bm... 2/25/2017
Florida Building Code Online _ Page 2 of 3
s
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 FL251 R28 C CAC 16_0626 03,pcif
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
i Impact Resistant:No 04/07/2020
Design Pressure:N/A Installation Instructions t
Other:Please see Miami-Dade County Notice of Acceptance(NOA)for FL251 R28 II 16-0629.03.1)df-'
product performance information,anchorage details,and anchor type, Verified By:Miami-Dade-BCCO CER
size,and spacing information. Created by Independent Third Party:
Evaluation Reports #
Created by Independent Third Party: l!
251.2 JSGD-670HP(Non-Impact) Aluminum Sliding Glass Door
I Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FI-251 R28 C CAC 16-0629.04.0f
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:No 03/24/2020
Design Pressure:N/A Installation Instructions j
Other:Please see Miami-Dade County Notice of Acceptance(NOA)for FL251 R28 11 16-0629.04.pdf v
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..16-0629.05.1)d
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 R28 I1 16-0629.05.pdf 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:
251.4 SGD-770(Large Missile Impact) WinGuard Aluminum Sliding Glass Door
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL251 R28 C CAC 16-0629.06.pdf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 02/17/2020
Design Pressure:N/A Installation Instructions
Other:Please see Miami-Dade County Notice of Acceptance(NOA)for FL251 R28 11 16-0629.06.pdf
product performance information,anchorage details,and anchor type, Verified By:Miami-Dade BCCO-CER
size,and spacing Information. Created by Independent Third Party:
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
Approved for use in HVHZ:Yes FL251 R28 C CAC 16-0629.07.pdf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 03/24/2020 i
Design Pressure:N/A Installation Instructions
Other:Please see Miami-Dade County Notice of Acceptance(NOA)for FL251 R28 II 16-0629.07.1)df j
product performance information,anchorage details,and anchor type, Verified By:Miami-Dade BCCO-CER
I size,and spacing information. Created by Independent Third Party: j
ii Evaluation Reports
Created by Independent Third Party: i
251.6 JSGD-770HP(Small Missile Impact) WinGuard Aluminum Sliding Glass Door
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL251 R28 C CAC 16-0629.08.pdf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 03/24/2020
Design Pressure:N/A Installation Instructions
I Other:Please see Miami-Dade County Notice of Acceptance(NOA)for FL251 R28 Il 16-0629.08.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:
251.7 JSGD-780(Impact) WinGuard Aluminum Sliding Glass Door i
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL251 R28 C CAC 16-0629.IO.pdf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 08/02/2017
Design Pressure:N/A Installation Instructions
Other:Please see Miami-Dade County Notice of Acceptance(NOA)for FL251 R28 II 16-0629.10.odf
product performance information,anchorage details,and anchor type, Verified By:Miami-Dade BCCO-CER
size,and spacing information. Created by Independent Third Party: i
j Evaluation Reports
i 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?0 DR.odf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:No 05/22/2018
Design Pressure:N/A Installation Instructions
Other:Please see Miami-Dade County Notice of Acceptance(NOA)for FL251 R2; IT 15-0609.16 DR.odf
product performance information,anchorage details,and anchor type, Verified By:Miami-Dade BCCO-CER
size,and spacing information. Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
251.9 SGD-3030(Large Missile Impact) Architectural Systems Aluminum Sliding Glass Door
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL251 R28 C CAC 15-0612.06 LM.pdf
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... 2/25/2017
Florida Building Code Online Page 3 of 3
I
Design Pressure:N/A Installation Instructions I j
Other:Please see Miami-Dade County Notice of Acceptance(NOA)for FL251 R28 II 15-0612.06 LM,pdf 4
product performance information,anchorage details,and anchor type, Verified By:Miami-Dade BCCO-CER
size,and spacing information. Created by Independent Third Party:
Evaluation Reports I
Created by Independent Third Party:
251.10 SGD-3030(Small Missile Impact) Architectural Systems Aluminum Sliding Glass Door
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL251 R28 C CAC 15-0612.07 SM.odf
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 Ii 15-0612.07 SM.ndf
product performance information,anchorage details,and anchor type, Verified By:Miami-Dade BCCO-CER
1 size,and spacing information. Created by Independent Third Party:
1 Evaluation Reports
Created by Independent Third Party:
251.11 SGD-5470(Non-Impact) Vinyl Sliding Glass Door
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL251 R2'8 C CHC 15-1210_QZ;J�df
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:No 04/21/2021 `-
Design Pressure:N/A Installation Instructions
Other:Please see Miami-Dade County Notice of Acceptance(NOA)for FL251__R2fi I_15__210.02_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 l
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.ndf
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 If 15-1210.01.ndf
f product performance information,anchorage details,and anchor type, Verified By:Miami-Dade BCCO-CER
size,and spacing information. Created by Independent Third Party: i
Evaluation Reports
Created by Independent Third Party:
i_._....__.-._........_....._........--'_......_.............................-i_____-....-._..._..._...._........""-..----.__...-._--......_........-"'........._.___.__._...........__....._""'.......-'------_._____________.._...---..............-----._.._
K5 E
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 1
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:
.'_ eGhuk
Credit Card
Safe
http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsEt2PTand5bm... 2/25/2017
MiAMi-DADS MIAMI-DADE COUNTY
PRODUCT CONTROL SECTION
11805 SW 26 Street,Room 208
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474
BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599
NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy
PGT Industries,Inc.
1070 Technology Drive,
Nokomis,Fl.34275
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction materials.The
documentation submitted has been reviewed and accepted by Miami-Dade County RER-Product Control Section to
be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Section
(In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this
product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted
manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or .
suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this
acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to
meet the requirements of the applicable building code.
This product is approved as described herein,and has been designed to comply with the Florida Building Code,
including the High Velocity Hurricane Zone.
DESCRIPTION: Series"SGD-670"Aluminum Sliding Glass Doors w/90°& 135°corners-NI
APPROVAL DOCUMENT: Drawing No.PGTO128 Rev B,titled"Series 670 Alum SGD-Non-Impact",sheets 1
through 22 of 22,prepared by manufacturer,dated 02-02-14 and last revised on 06/08/16,signed and sealed by Lynn
Miller,P.E.,bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number
and expiration date by the Miami-Dade County Product Control Section.
MISSILE IMPACT RATING:None:Approved Hurricane Protection devices,complying w/FBC,as applicable
are required.
Limitations:
1. Max eight(8)panels configuration unit is allowed,having max nominal panel size not to exceed tested height&
width per tables I 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 ether purposes shall automatically terminate this NOA.Failure to comply with any section
of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the
expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done
in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and
shall be available for inspection at the job site at the request of the Building Official.
This NOA revises NOA#15-1013.14 and consists of this page 1 and evidence pages E-1 &E-2,as well as approval
document mentioned above.
The submitted documentation was reviewed by Ishaq L Chanda,P.E.
NOA No.16-0629.03
MIAMI•DADE COUNTY
e -Expiration Date: April 07,2020
Approval Date: July 21,2016
t�9'�,11b Page 1
I
I
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 Testper FBC TAS 202-94
3) Water Resistance Test,per FBC,TAS 202-94.
4)Large Missile Impact Test per FBC, TAS 201-94
5) Cyclic Wind Pressure Loading per FBC, TAS 203-94
6)Forced Entry Test,per FBC 2411.3.2.1 (b) and TAS 202-94
Along w/marked-up drawings and installation diagram of Aluminum Sliding Glass Doors,prepared
by Fenestration Testing Laboratory, Inc.,Test Reports NoFTL-7554, dated 11/01/13, signed&
sealed by Marlin D. Brinson, P.E(This file has addendum letter dated 08/14/14 &marked-up
drawings dated 08/19/14 &revised interior astragal marked-up Dwgs dated 11-11-13,all issued by
Fenestration Testing
3. Additional REF supporting test#FTL 5254,FTL 5980,FTL 5987 and ATI72138.01-401-18.
4. Additional,Reference Fixed window test report FTL-7897(cardinal spacer)per TAS 201,202
&203-94,issued by Fenestration Testing lab (Test report submitted under file#15-0430.08).
C. CALCULATIONS (submitted under file#14-0123.11)
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.
U,,
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. STATEMENTS (submitted under file#14-0123.11)
1. Statement letter dated 10/08/15 of compliance to FBC 2014(5h Edition)and"No financial
interest",prepared by PGT, signed& sealed by Lynn Miller,P.E.
2. Letter of lab compliance,part of the above test reports.
G. OTHER
1. This NOA revises#15-1013.14,expiring April 07,2020.
2. Test proposal# 16-0125 dated 03/09/16 approved by RER.
3. AAMA's Technical Paper for SGD &Bi-fold doors referenced to FBC 2014(5�h 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 1.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:
INCLUDING POCKETS & 900/1350 CORNERS Group Anchor Substrate Member Distance Frame Min.Edge Min
" Embedment
Concrete(min.2.85 ksl) a/SIIV mh 1' 1316'
GENERAL NOTES 1 114'Elco Ultracon Ungmuted CMU,(ASTM 090) Jamb only 2-112 1.1/4'
1)GLAZING TYPE OPTIONS:SEE TABLE B,THIS SHEET&GLAZING DETAILS ON SHEETS 4&5. Grouted CMU(ASTM C90,min.2 ksi rout) Jamb only 2-112'.. 13/4'
2)DESIGN PRESSURES: Concrete(min.3.35.ksi) Heed/SilVJamb 1' 1314'
A.NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E1300. 2 1147 Elco 410 S.S. U grouted CMU,(ASTM C-VU) Jamb only 2-1/2• 14/4"
B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E1300. _ CreteFlex P.T.southern Pine 5G=0.55) HeadISIIIIJamb 1" 1.395'
3)ANCHORAGE:THE 33-1/3%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS Concrete(min.2.65 ks0 Head/S10 1 13/8"
114•Elm Ultramn
STM C90) Jamb only 1 1-114•
PRODUCT. MATERIALS,INCLUDING BUT NOT LIMITED TO STEEL SCREWS,THAT COME INTO CONTACT Ungmuted CMU
WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE CURRENT FLORIDA #12,166 or410 P.T Southam Pine(SG=0.55) Head/Si1UJamb 9116" 7318"
BUILDING CODE.FOR ANCHORAGE DETAILS SEE SHEETS 6-14. Aluminum,s36*TS• Head/Sill/Jamb 3/8' 0.063"
4)SHUTTERS ARE REQUIRED PER FBC REQUIREMENTS,AS APPLICABLE. S.S.SMS, steel,653 Head/SIIVJamb 3I8 .051'
3 (min.11 threads/in) Steel Stud,A653 Gr.33• FlaedISIIVJamb 3!8' 0.0451'
5)INSTALLATION SCREWS,FRAME SPLICES,FRAME AND PANEL CORNERS TO BE SEALED WITH
NARROW JOINT SEALANT. Concrete(min.3.275 ksl) HeadI b only
III/Jamb 1-27" 13/e'
6)REFERENCES:ELCO ULTRACON,CRETEFLEX AND AGGREGATOR NOA'S,ANSVAF&PA NDS FOR 114'Elco I"S.S. Ungrouted CMU,(ASTM G90) Jamb only /-1/4•
WOOD CONSTRUCTION AND ADM,ALUMINUM DESIGN MANUAL. Aggre-Gator Grouted CMU(ASTM G9D,min.2 ksl Smut) Jamb only 2 2'
P.T.Southern Pine SG=0.55) Head/Slll/Jamb 1' 1.3/6"
7)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE
CURRENT FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ). P.T.Southam Pine 345' 55) Head/S111/.lamb aia, 1-316•
#12,Steel SMS G5, Aluminum,6063-TS' HeadlSlll/Jamb 3I8" 0.063"
8)DOOR SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS PER CURRENT 4 (min.11 threadslln) Steel,A36• Head/SIIVJamb 3/9" 0.050°
FLORIDA BUILDING CODE,AS APPLICABLE. Steel Stud,A653 Gr.336 Head/SIIVJamb 318" 0.0451•
TEST REPORTS:FTL-5254,FTL-5979,FTL-5980,FTL-5987,FTL-5994,FTL-6002,FTL-6034,FTL-6035, •MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE.METAL SUBSTRATE TO MEET MIN.
FTL-7554 AND ATI 72138.01-1401-18 STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND
TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION.
"P-HOOK INSTALLATION REQUIRES 2.693"MIN.EDGE DISTANCE,REFER TO SHEET 14 FOR
ALL SPECIFIC P-HOOK REQUIREMENTS.
ANCHOR NOTES
1)FOR CONCRETE/CMU SUBSTRATE APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTY APPROVED ELCO
ANCHORS.SEE TABLE A ON THIS SHEET FOR EMBEDMENT,EDGE DISTANCE AND SUBSTRATE REQUIREMENTS. NOA DRAWING MAP
2)FOR OTHER SUBSTRATE APPLICATIONS SEE TABLE ON THIS SHEET.
3)WOOD BUCKS DEPICTED AS 1X ARE LESS THAN 1-1/2"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 R 0fIUCf RFV SW
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 "q�"itb tie Fttorld4
MAX.114"THICK&3400 PSI MIN.,(DONE BY OTHERS)MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT ELEVATIONS.....................15,16 Ace5plakr Nutt �6zg o3
TO THE SUBSTRATE,AND TRANSFER SHEAR LOAD TO SUBSTRATE.IF SUBSTRATE IS WOOD,30#FELT PAPER OR MASTIC IS PANEL I SILL TYPES.........17 Fapir/eimr batcsrye_ o �=p
REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE,OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. CROSS SECTIONS............18,19 6
PARTS LIST.......................20
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
GI 3116"TEMPERED GLASS •ANSI/AF&PA NDS-2012 FOR WOOD CONSTRUCTION
•ALUMINUM DESIGN MANUAL,ADM-2010
GIA 114'TEMPERED GLASS •AISIS100-07IS2-2010 '•',`�,U r" �i,,
G2 1'I.G.:3/16•TEMPERED GLASS+516"AIRSPACE+WIT TEMPERED GLASS "•��'
02A 1"I.G.:114"TEMPERED GLASS+112 AIRSPACE+1/4'TEMPERED GLASS ``,'$' •' 110E;ps�•,iFi'
DESIGN PRESSURE RATING IMPACT RATING _
SEE TABLES 1,2&3 ON NOT RATED FOR MISSILE
SHEETS 6,7&8 IMPACT RESISTANCE
S7''-'E �d
JRer 05105/16 B ADDED SPACERS TO SHEET 5. 1070TECHIWLOGYDRNE GENERAL NOTES AND MAP
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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
APER TABLES 1-3 1 13 CAN BE OXXXp.
PER TABLES 1-3 t3 _
r - s�
r i 2)90°8 135"CORNER CONFIGURATIONS CAN BE A COMBINATION
1 OF ANY 2 STRAIGHT CONFIGURATIONS.
12 79 I a
1 I a
MAX.UNIT 13 / G3 1s 1w tc i o°z a 3 FOR NOM.PANEL WIDTH,SEE TABLES 1-3.
loan MAX.UNIT Z' )
HEIGHT / to 1 I < HEIGHT
PER TABLES 1-3 / i x PER TABLES 1-3 / 1s / 1 i k� "X"=OPERABLE PANEL,
o w "0'=INOPERABLE PANEL,
l a W` i a w p"=POCKET DETAIL LETTER
POCKET I y POCKET I h ;
WOOD OR METAL INSTALLATION
1 PANEL 1 2-PANEL ® "c"=CONCRETE INSTALLATION
%CONFIGURATIONS CONFIGURATIONS , ,3 SHEET NUMBER
I
MAX.UNIT WIDTH
MAX.UNIT WIDTH DLO WIDTH=NOM.PANEL WIDTH-7"
DLO HEIGHT=DOOR UNIT HEIGHT-10.125"
NOM.PANEL WIDTH A w c NOM.PANEL WIDTH t2 A3 c
2 13 PANEL HEIGHT=DOOR UNIT HEIGHT-1.866"
PER TABLES 1-3 3 1 13 PER TABLES 1-3
-sir---
i
I
Gc 19 J Jc 1 19 19 ;w J4
13 19 19 1 14 Ivor-, MAX.UNIT 13 9 19 19 1 j Cl
MAX.UNIT 1 to 14 1a i i y HEIGHT 7s 1s i Q" moDucrREvwD
HEIGHT s 19 IF¢ 1 13 I w we p177q{�vi7YdwFk'Adc
PER
PER TABLES 1-3 i w TABLES 1-3 i°a w p I -O� 7t3
SOCKET vi .� / / / % -�POCKET
r -
3-PANEL CONFIGURATIONS _4-PANEL CONFIGURATIONS , ,3 ,� ,3 , ,3
1 13 - — -
MAX.UNIT WIDTH MAX.UNIT WIDTH
NOM.PANEL WIDTH wAc NOM.PANEL WIDTH 1 i
PER TABLES 1-3 1 t 13 PER TABLES 1-3
c
Jw Jc I 1 13
1 13 19 19 74 1 I ¢ �
c I w'o W' MAX.UNIT w SEE
MAX.UNIT 1 i3 9 19 / 1 j j a° 19
HEIGHT o NOTE
HEIGHT 1 13 9 1s 7s / I 2 PER / s � / SHEET
PER TABLES 1-3 % i x TABLES 1 3 SHEET.
°e°¢w w Cid o ONY Ll'Nl/t
POCKET I m EXTERIOR 1 13 �� .,,%i it
]1 J :'tom•.•' LICENSf'•,�;��
ee
5-PANEL CONFIGURATIONS 1 73
w c CORNER,TYP. tw c ?I o. e705 '•:?r
13 -
(OUTSIDE CORNER SHOWN, -
INSIDECORNERSIMILAR) a6 r•
?:I'c
1070 TECHNOLOGYORNE EXAMPLE CONFIGURATIONS ';��� ?C o:�m�..•',-;;�'..'`
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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","Jc',"Kw"OR"KC"INSTALLATION.
PER TABLES 1.3 EXAMPLE:4-PANEL XXXX IN POCKET(p)CONFIGURATION CAN BE
PXXXXP,pXXXX OR XXXXp.OXXX IN POCKET CONFIGURATION
i ah Ifn CAN BE OXXXp.
1 13 19 1 19
�Jv
c 1 1, 2)90'&135°CORNER CONFIGURATIONS CAN BE A COMBINATION
1 \��13 1 9 "V__ 1 9 1$0 ar
MAX.UNIT OF ANY 2 STRAIGHT CONFIGURATIONS.
HEIGHT, Ri
19 19
t9 I a
96"OR 120" ul 3)FOR NOM.PANEL WIDTH,SEE TABLES 1-3.
'X'=OPERABLE PANEL,
"O"=INOPERABLE PANEL,
IL I JLLJLL�l POCKET L__r'4- P*=POCKET
6-PANEL CONFIGURATIONS
f-DETAIL LETTER
MAX.UNIT WIDTH "W'=WOOD OR METAL INSTALLATION
CONCRETE INSTALLATION
NOM.PANEL WIDTH w Ac SHEET NUMBER
I j I' ii I
PER TABLES 1-3
DLO WIDTH=NOM.PANEL WIDTH-7"
DLO HEIGHT=DOOR UNIT HEIGHT-10.125"
c eL CL2A
1 13 1
MAX.UNIT PANEL HEIGHT DOOR UNIT HEIGHT-1.866"
/i
HEIGHT 13
EIM tv w Nt Is 47
PER TABLES 13
FRODUC r REVISED
cmplyi"�ifb ih.P.M*
LJL2___jlL_L
POCKET
'L_ L jII
7-PANEL CONFIGURATIONS
MAX.UNIT WIDTH
NOM.PANEL WIDTH
PER TABLES 1-3 13 12 1 13
4aM -.k\4r---
\L4A,l V3 Qp) 1
I c im 10
MAX.UNIT 1119&13v
42vz n.-
HEIGHT 1 3
1113
PER TABLES 1-3
POCKET
L2__
8-PANEL CONFIGURATIONS
3 1 13 1 13 No,58705
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N.VENICE ll.22,y45O8W EXAMPLE CONFIGURATIONS pi
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GLAZING DETAILS(G1 &G1AJ
3116"T GLASS
(/4N
EXTERIOR 82
a _
78 EXTERIOR
3/16"TEMPERED GLASS,TYPE G1
reaooc r acwsEo
mg
iraseixirt�wilk Shs FtorfAy {`
YNdigy ZAWe
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Ei�tt�lir�Oeste t•f
tw RKY""Ummd
114"T GLASS
74
EXTERSOR 82
a
314"NOM.
GLASS
78 B ITE
54
1/4"TEMPERED GLASS,TYPE G1A
GLAZING NOTES: t o.53705 "
"T"=TEMPERED
R�Or
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GLAZING DETAILS(G2& G2A) 1
a
SILICONE HOT-MELT BUTYL _
STRUCTURAL
1"NOM. SILICONE
STRUCTURAL 3116"NOM.
POLYISOBUTYLEN '-114"NOM. FOAM
WITH DESICCANT WITH
3116"T GLASS DESICCANT =
518"AIR SPACE EXT.GLASS EXT.GLASS
3/16"T GLASS
74
EXTERIOR
INT.GLASS INT.GLASS
83
124-127 3KODISPACE SUPER
GLASS NOM. 124 4SG TPS ,zs SPACERONXT-
BITE
72
r '
55
ALUMINUM
t
REINFORCEMENT POLYISO- DESICCANT FILL AREA
1"I.G.GLASS,TYPE G2 BUTYLENE
5116'NOM� .SEAL /-511G NOM. i
BUM& / SILICONE SEAL
DESICCANT ROLL-FORMED FRODUCtAEYr�6D t
FOAM STAINLESS STEEL ,yeoopbliRwNtarfeF7c#1.
EXT.GLASS A� /6-oGZy 03
1'NOM. EXT.GLASS E�p>n DW4
1/4'TGLASS � i
INT.GLASS INT.GLASS
1/2"AIR SPACE
1/4"TGLASS 727 DURASEAUD XL EDGETM
74 128
EXTERIOR SPACER SPACER
89
124-127
3f4 NOM. Part# Description Material
GLASS 124 Kommerling 4SG TPS Spacer System ;
BITE See this
125 Quanex Super Spacer nM with Hct Melt Butyl
Sheet for
126 Quanex Ouseal
ra
79 Materials
127 Cardinal XL Edge Spacer
55 iii
REFERENCE TEST REPORTS:FTL-8717.8968&8970 \\\\`�Ltt1?d(✓/��
•......... FR s
1"I.G.GLASS,TYPE G2A
�
GLAZING NOTES: N°58705 _ I
"T'=TEMPERED
Ll;
005116 8 SPACERS.
JRA ADDED o.so.s• =gyp ' OV,
a ei1070 7ECHIoGYDR1VE GLAZING DETAILS
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TABLE 1: TABLE 1A:
Design Pressure(DP)and Anchor Quantities Required,(for all approved configurations on Sheets 2&3) Sill Height to Max.(+)DP
For comer astragal anchorage on 90°or 135°comer unks,see sheet 11 (Water Infiltration Rating)
Door Unit Height Sill Riser Height Table applies to all Glass types and 9 OH LENGTH
80' gq• gp• 96• (+)Design
the Stile/Asuagal types shown below. 89-78•DLO 73-7/8'DLO 79-718"DLO 85-718'OLO (Flat a Box,see Pressure,psf 2
Positi✓e(+)DP may be Imged by Anchor Group Anchor Group Anchor Group - Anctar Group -`- Sheet 17) (,
Table 1A. OH LENGTH
1 2 3 4 1 2 3 a t 2 3 4 1 2 3 4 Flush-1-1/2° see note 3 OH RATIO= W O
Design PresSure +90.0/-127.1 +90.0/-120 +90.0/-110.8 - +90.0/-1029 Low-2-1/2° +46.67 OH HEIGHT x O OH RATIO21
17° Head/Bill G4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4*1 C4*1 C9+1 C4+1 C4+1 C4+1 C4+1 p
24' DLO Jamb 8 8 8 a 8 8 B B It 8 8 8 8 8 g 8 Medium-3-1/4° +60.0
P-hook 8*7 8+7 6+7 8+7 7«8 7+8 7+e 7+8 7+8 7*8 7+8 7+8 7+8 7+8 7+8 7+8 High-4' +90,0
Design Pressure +90.0/-106.3 +90.01400.2 +90.0/32.2 +85.31-85.3 SEE NOTES 1-3 _ - _ SEE NOTE 3
3° 23" Head/Sal C4+1 U-1 C4+1 C4+t C4+1 C4+1 C4+1 CA+1 stl CA+1 C4+t G4+1 C4+1 CA+1 C4+1 C4+1
OLO ,lamb 8 8 8 8 8 8 8 8 a 8 8 8 a 8 8 8
P-hook 6+7 6+7 a+7 8+7 7+8 7+e 7+B 7+8 7+117+8 7+8 7+8 7+8 7+8 7+8 7+8 - NOTES:
Oes-n Pressure +9pp/-92.9 +67.3/-67.3 +80.0/-80 1+73.81-718
"29 Head/Sill ct+t C4+f ca+2 G1+2 Gt+t Cs+t Ca+1 C4+1 C4+1 c4+t C4+1 C4+1 C4+1 C4+t C4+1 C4+t 1)POSITIVE PRESSURES IN TABLE 1 ARE BASED ON THE USE OF THE 4-SILL.
DLO Jamb B 8 8 8 8 8 a a 8 8 8 8 8 a 8 8
A _ P-hook 6+7 6+7 6+7 6+7 7+e 7+8 7+e 7+8 7+8 7+8 7+8 7+e 7+8 7+8 7+8 7+8 2)WHEN USING THE 2-1/2"SILL,POSITIVE WATER DP IS 46.67 PSF MAX.WHEN USING
Des'nPressure +63.7/-63.7 +78.4/-78.4 +71.6/-71.5 +65.8/65.8 THE 3-1/4'SILL,POSITIVE WATER DP IS 60.0 PSF MAX.WHEN USING THE 4'SILL,
m 35' Head/Sill ra+2 c4+2 C4+2 C4+2 C4+2 CA+2 c4+2 C4+z C4+1 C4+1 C4+2 C4+2 C4+1 C4+t C4+2 CA*2 POSITIVE WATER DP IS 90.0 PSF MAX(NEGATIVE PRESSURES UNCHANGED).SEE TABLE
0 42" DLO Jamb 8 8 B 8 B 8 8 8 8 8 e a 8 8 6 8 1A
c
P-hook 6+7 6+7 8+7 9*7 7+e 7+8 7+8 7+8 7+87+9 7+8 7+8 7+a 7+8 7+8 7+8
E DesignPressure +77.1/-77.7 +720/-72 +65.5/85.5 +60.0/-60
4a^ at Haedrsal ct+2 C4+2 C4+2 CA+2 D4+2 C4+z Ca+2 C4+2 C4+z G4+2 c4«z C4+2 C4+2 C4+2 C4+2 C4+2 3)4",3-1/4'AND 2-112•SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS
DLO Jamb 8 8 8 8 8 e 8 8 8 a 8 a a 8 e 8 THE 1-1/2"SILL IS NOT AND MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT
P-hook 6+7 a+7 s+7 a+7 7+e 7+a 7«g 7+6 7+a 7+e 7+a 7+e 7+e 7+a 7+e 7*e REQUIRED.MAX.POSITIVE DESIGN PRESSURES SHOWN IN TABLE 1 MAY BE USED WHEN
Design Pressure +725/-725 +57.4/-67.4 +61.0/-61 +54.7/-54.7 THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE CURRENT FLORIDA
47' Head/Sill C4+2 I C4+21C41+2 04+2 C4+2 C4+2 C4+2 G4+2 C4+2 cA+z I C4+2 C4+2 C4+2 2
4+2 2
a+2 G1+2 BUILDING CODE(SEE ADJACENT DIAGRAM);THIS CONDITION IS NOT RATED FOR WATER
DLO Jamb a .a a e. e e 8 e e a e 9 B e a INFILTRATION.
PTrook 6+7 a+7 6+7 6+7 7*e 7*8 7+8 7+B 7+B 1 7+8 1 7+8 1 7+8 7+8 7+8 7+81 1+9
Das'n Pressure
.69.11-69.1 +54.0/-6/ +57.6/37.6 +50.8/-50.6 4)SEE SHEETS 10-14 FOR ANCHORAGE SPACING,EDGE DISTANCE AND EMBEDMENT
�„ 53' HeadlSill C4+2 C4+2 C4+3 C4+3 C4+2 G1+2 C4+3 C4+3 C4+2 Gt+2 C4+2 C4+2 C4+2 CA+2 C4+2 CA+2
DLo Jamb a a e s e e tl e s e e a 1 a 1 a 1 e I e INFORMATION.
P•hmk 6+7 1 6+7 1 6+7 1 6+7 7+8 1 7+8 1 1+g I 7+b 7+8 1 7+8 1 7+8 1 7+8 1 7+0 1 1+8 1 7+8 1 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" So C",C r R-vts¢D
So aapl7reg witY ICs WurWa
bwdiag Cuda
THE FOLLOWING STILE&ASTRAGAL TYPES SHALL BE USED FOR TABLE 1,SEE SHEETS 21&22 FOR PART DIMENSIONS AND SHEETS 18&19 FOR ASSEMBLY DETAILS. A"epu""No,
Eaprraiiee DNc
Interlock P-hook Lockstile @ Jamb Straight Astragal Lockstile @ 90°Astragal Lockstile @ 135°Astragal Lockstile @ I
Assembly Straight Astragal Assembly 90'Astragal Assembly 135'Astragal 6--(CL`•..S `'�("`""-�
Standard Stiles Standard Stile Standard Stile Standard Stile Standard Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile f@Ar mdretCealyd
Standard Astragal OutsideC Inside
Outside Corner
Corner
Inside
Inside Corner-I 1 Corner Outsides
Corner �_Tfl;,( i,.•
Part#60(Stile) Part N61(Stile) Part#61(Stile) •�>?•••"""•�//<<r•':
Part#60 x2 P #60 Part#60 Part#119(Out.) Parts#31 
.�CE`ISr. '•. .r
( ) art PaPart#60 Part#118(Corner rt#67(Astragal) part#120(In.) Part#61 ;.
Receiver) (Corn.&Fxd Mount) _ idu 58705
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TABLE 2: TABLE 2A:
Design Pressure(DP)and Anchor Quanddes Required,(fora8 approved conllgurations on Sheets 2&3) Sill Height to Max.(+)DP
For tamer astragal anchorage on 90"or 1358 cDoo r it sea sheet 11 (Water Infiltration Rating)
Table applies to all Glass types and Door Unit Hei K
the SUIe/Astragal types shorn BD /a' 90' s 1 1oa- 114- 120' Sill Riser Height + Des n
below.Pasd'ae(+)DP may be 88'7!8'DLO 737/8°DLO 79-718'DLO 85- OLO 81.7/8'DIA 97-7f"DLO 103-718'OLO 109-718'DLO ( ) ,
(Flat Q BOX,See
limited Tede 2A. M Gmup Arrhor mup rGdoup Anctwr Gmup AnchorGdoup nchor Gduq nc or Gmup Omup Sheet l7 Pressure,psi
1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 1 Z 3 4 1 2 3 4 1 2 3 4 1 2 3 4 )
DesignPressure +90.0/-140.0422.0 +90.0/-114.0 +90.0/-106.0 +90.0/-99.0 +90.0/-93.0 +Sao/-88.0 Flush-l-1/2" see note 3
24' iT HeadlSill C4+t CAN a+I C4+1 C4N CAN C4N C4+1 04+7 5i CAN C4+1 04+1 C4+1 C4+1 CAN C4+1 CA+1 C4N CA+1 C4+1 G4N CA+i CRN C4+1 C4+1 C4+1 C4N 04+7 C4+1 C4+1 C4.1 LOW-2-1/2' +46.67
DLO Jamb 8 a 8 8 8 B B 8 8 8 0 B 8 8 B B 10 10 10 10 10 10 10 10 10 10 101 10 10 16 10 10
P4dook 8N 7+8 7+8 7+8 'AB 7+8 7+8 7+8 7+8 7+8 7+e 7.8 7+8 NB 7+B 7+B 8+B e+8 B+e 8+B B+9 8+9 a+9 8+9 9+10 9+10 9+10 g+10 9+10 9+10 9+10 9+10 Medium-3-114' +60.0
Design Pressure +90.0/-141.8 +90.0/-193.6 +90.0/-1229 +80.0/•113.8 +90.0/-105.9 +90.0/-99.1 +90.0/-93.1 +87.81-87.8 High-4'
30, 23' Headism C5+1 CS+1 C8+2 C8+2 C5+1 CS+1 C5+2 C5+2 C5+1 C5+1 CSN C5+1 CS+1 CSN CSN CSN C2
+1 CSN C5N C6+1 CSN CSN C5+1 CSN C5+1 C5+1 CS+1 CS+1 CSN C6+7 C5+1 C9N SEE NOTES 1-3
DLO Jamb 8 8 to B' 8 8 10 8 8 B 10 8 B 8 10 B 10 10 70 10 10 10 10 10 10 10 10 10 10 10 IO 10
P41ook 7+8 6+9 8+9 8+9 7+e 8.9 8+9 B+9 7+B 8+9 8.9 t1+9 NB 0+9 B+8 B+9 8+9 8+9 8+9 ... 8+9 B+9 B+B B+9 9+1019+1019+1019+10 9+10 8+10 9+10 9+10
Design Pressure +90.0/"123.9 +90.0/-11e.4 +90.0/-106.7 +90.0/•98.5 +90.0/-91.4 +85.3/-85.3 +80.0/-80.0 +753/-75.3
38' HeadlSiO CS*2 CS«2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+1 CSN C5+2 C5+2 C5+1 C5+1 C5+2 C5+2 CSN CSN CSN C5+1 C5N C5+7 CSN C5+1 C5+1 C5+1 CSN C5+1
DLO Jamb 8 8 10 B 8 8 10 e 8 B 1D B B 8 1D B 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10
P4wok 7+8 8*8 8+8 8+9 7+8 8+9 8+9 8+9 7+8 8+9 8+9 B.9 +B B+9 8+g a+9 B+9 8+9 8+9 8*9 8+9 B+e 8*9 8+9 BNO BNO gND 9N0 9N0 9+10 9+10 9+10
OdwlgrJPOessure +9p,0/-111.6 +90.0/-104.5 +90.0/•95.4 +87.8/-87.8 +81.3/-81.3 +75.7/•75.7 +70.8/-70.8 +66.5/-66.8
4Y 35'
Design Pleill C5.2 C5+2 C5+2 C5+2 C5+2 C6+2 C5.2 C5+2 C5+2 C5+2 G5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 CS+2 C5+2 C5+1 CSN C5+2 C5+2 CSN CSN C6+2 C6+2
DLO Jemb B 8 10 B B 8 f0 e 8 8 10 e B 8 10 8 10 10 10 10 10 10 10 10 10 1D 10 10 10 1 10 10
P-hook 7+8 8+9 8+9 a+9 7+8 8+9 8+8 8+0 7+B 8+9 B+g 8+8 7+8 8+9 6+9 8+9 8+9 8+9 8
+9 8+9 8+9 8+9 8+9 8+9 9N0 9+70 B+1g BNO 9+1019+01019+1019+10
Design Pressure +90.0/-102.9 +90.0/•96.0 +873/-87.3 +80.0/-80.0 +73.8/-73.8 68.6/418.6 +64.0/51.0 +80.0/410.0
�, 41' HeadlSlti C5+2 C5+2 C5+3 C5+3 C5+2 C5+2 C5+2 C5+2 C5+2 C6+2 C5+2 C5+2 C5+2 C5+2 C5+2 CB+2 C5+2 C5+2 C6+2 CS+2 CS+211.-+2 C5+2 CS+2 C5+2 Cfi+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 DLO WIDTH=
DLO Jamh a 8 10 8 8 B 10 8 B B to 9 e 8 10 B 10 10 10 10 10 f0 10 10 10 10 10 10 10 70 10 10
P4aok 7+B 8+9 B+9 0+9 7+8 B+9 8+9 8«9 T+8 a+9 8+9 8+B NB 8+9 8+9 9+9 8+9 8+9 8+9 8+9 8+B 8+10 9+10 9+10 9N0 9+10 9+10 9+10 9+10 NOM.PANEL WIDTH-7"
Design Pressure +63.0/430 1 +77.2/-77.2 1 +69.8/-69.6 +63.8/-63.8
6'r 4T tteadf8111 04.2 C4+2 C5+3 C5+3 C4+2 C4+2 C5+2 C5+2 CA+2 C4+2 CSr2 C5+2 91+2 C4+2 C5+2 CS+2 _ DLO HEIGHT=
DLC Jame e e e B e B B e e a e e e e e e DOOR UNIT HEIGHT-10.125'
P4wok 6+7 7.8 7+8 7+8 7+8 7+B 7+8 7+8 7+B 7+8 7+8 7+8 7+8 7.8 7+8 7+8 Not available In these SRBS
Design Pressum +79,2/-79.2 +73.3/-73.3 +66.0/.66.0 +60.0C4+2
6e' S3' 11061111519 CA+3 C4+3 C6+3 C5+3 C4+3 C4+3 C5+3 CS+3 C4+2 C4+2 C5+3 C5+3 CA+2 C5+ CS+2 PANEL HEIGHT=
DLO Jamb B e e e B B s e e 9 e e e e a B DOOR UNIT HEIGHT-1.866"
P4,00k 8+7 1 7+8 7«e 7+6 7+8 7+13 7+8 7+8 7+8 7+e 7+8 7+8 7+8 7+8 7+B 7+8
O= EXAMPLE ON SHEET 9 FRODUC f REVISED
®ca&Plyins with Ike Florida
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. herdliax Code
Straight Astragal Lockstile @ 90*Astragal Lockstile @ 135°Astragal Lockstile @ Acttplaecr No/4 cG2 .03
Interlock P-hook Lockstile @lamb Assembly Straight Astragal Assembly 90'Astragal Assembly 135°Astragal E.pksrie.Date
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 OutsideC Outside Outside Astragal -
Standard Inside 7Cee�ed
r g Corner
Corner
Inside
Insideide Co, Corner Outside
Corner
Part M61(Stile) Part#61(Stile) Part#119(Out.) Part 1761(Stile)
Part#61(x2) Part#61 Part#61 Part#67(Astragal) Part#61 Part#118(Corner Part#120(in.) Parts#31  Part#61
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 PRIES.UNCHANGED).SEE TABLE 2A. OH LENGTHIF
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
WHERE WATER RESISTANCE IS NOT REQUIRED.MAX.POSITIVE DESIGN PRESSURES SHOWN IN TABLE 2 MAY BE USED WHEN THE DOOR IS
PROTECTED BY AN OVERHANG COMPLYING WITH THE CURRENT FBG(SEE ADJACENT DIAGRAM);THIS CONDITION IS NOT RATED FOR = o
OHRATIOt1
WATER INFILTRATION. o No.5c7VS
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
OH HEIGHT
-AT
6)JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY,DIVIDE BY 2 FOR PAIRS TO BE INSTALLED. SEE NOTE 3 t!r.
lhwetJr. Ix� ra,+uvr .��.`.'.�l:Jfc1D?.•''�.,,_..._
107D 76;MOLOo1•DRIM DPANDANCHORAGE
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(941)+80-1600 SERIES 670 ALUM.SGD-NON-IMPACT
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TABLE 3: TABLE 3A:
Design Pressure(DP)and Anchor Quantities Required,(for all approved configurations on Sheets 2&3) Sill Height to Max.(+)DP
For comer astragal anchorage on 90"or 135°comer units,see sheet 11 (Water Infiltration Rating)
II
Table applies to all Glass types and go, wDoor Unit Height 90, 96' Sill Riser Height (+)Design OH LENGTH F+
Me Stile/Astragal types shown 69.7!8'DLO 73-7/8'DLO 79-7/8"DLO (Flat or Box,see H
85.7/a'DLO Pressure,pst =
below.Positive(+)DP may be Sheet 17) O,
limited by Table 3A. Anchor Type Anchor Type AnchorType AnchorType
1 1 2 1 3 1 41 2 3 4 1 2 3 4 1 2 3 4 Flush-1-1/2" see note 3 = O OH RATIO Z 1
Design Pressure + . + - + - + - Low-2-1/2' +46.67 x O
24' 17° HeadlSBl 91+1 C4+1 CA+1 C4+1 24+1 24+1 m 04+1 C4+1 04+1 C4+1 C4+1 C4+1 04+1 C4+1 04+1 C4+1 Medium-3-1/4' +60.0 O
DLO Jamb 8 8 8 8 8 6 a 8 8 8 8 a 88 8 8 High-4' +90.0
P-hook 6+7 7+8 7+B 7+8 7+8 7+8 7+6 7+8 7+8 7+8 7+6 7+8 7+8 7+8 7+8 7+g SEE NOTES 1�
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 I C5+1 I C6+2 I C6+2 C5+1 C5+1 C6+2 C6+2 OH LENGTH
DLO Jamb e 1 8 1 10 1 8 8 1 8 1 10 1B 8 I 8 1 10 1 8 28
10 a OH RATIO= OH HEIGHT
s+
P-hook 8+9 9+10 9+10 9+10 8+9 9+10 9+10 9+10 8+9 9+10 9+10 9+10 g+g 10 9+10 9+10 NOTES:
Dw.sign Pressure +90.0/-139.4 +90.0/-130.9 +90.0/420 +90.0/-110.8
29' Head/Sill C5+2 C5+2 C6+2 C6+2 C5+2 05+2 Ca+2 C6+2 C5+2 C5+2 C6+2 06+2 C5+2 C5+2 C6+2 08+2 1)POSITIVE PRESSURES IN TABLE 3 ARE BASED ON THE USE OF THE 4'SILL.
36" DLO Jamb a 8 10 8 8 8 10 8 8 8 10 8 8 1 8 1 10 8
P-hook 8+9 9+10 9+10 9+10 8+9 9+10 9+10 9+10 6+8 19+1019+1019+10 8+9 9+10 9+10 9+10 2)WHEN USING THE 2-1/2"SILL,POSITIVE WATER DP IS 46.67 PSF MAX.WHEN
Design Pressure +90.01-125.5 +90.0/-117.6 +90.0/-107.3 +90.0/-99.7 USING THE 3-1/4'SILL,POSITIVE WATER DP IS 60.0 PSF MAX.WHEN USING THE 4"
42' Head/S81 05+2 C5+2 C8+2 C6+2 C5+2 C5+2 C6+2 C6+2 05+2 C5+2 C6+2 Cg+2 C5+2 C6+2 C8+2 C6+2 SILL,POSITIVE WATER DP IS 90.0 PSF MAX(NEGATIVE PRESSURES UNCHANGED).
DLO Jamb 8 8 10 a 8 8 10 a 8 8 fo s 8 a 10 a SEE TABLE 3A.
P-hook 8+9 19+1019+1019+10 8+9 9+10 1 9+10 9+10 8+g 1 9+10 9+10 19+10 8+8 19+1019+1019+10
o Design Pressu a +90.01-115.7 +90.0/-108 +90,01-98.2 +90.0/-90 3)4-,3-1/4-AND 2-1/2"SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION
z 41" Head/Siil C5+3 C5+3 C6+3 C6+3 C5+2 C5+2 C6+3 CB+3 C5+2 C5+2 Cg+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
4g' DLO Jamb B 8 10 B 8 8 10 8 8 8 10 8 8 B 10 8
P-hook B+9 9+10 9+10 9+10 a+9 s+10 9to 98 all 8+10 9+10 9+10 9+9 g+10 9+10 9+10 RESISTANCE IS NOT REQUIRED.MAX.POSITIVE DESIGN PRESSURES SHOWN IN
TABLE 3 MAY BE USED WHEN THE DOOR IS PROTECTED BY AN OVERHANG
Design Pressure +831-83 +77.21-77.2 +69.81-69.6 +62.6/-62.6 COMPLYING WITH THE CURRENT FLORIDA BUILDING CODE(SEE ADJACENT
54" 47" Head/Sill C4+2 C4+2 I C5+3 C5+3 C4+2 C4+2 I C5+2 C5+2 C4+2 C4+2 C5+2 C5+2 C4+2 CA+2 C4+2 C4+2 DIAGRAM);THIS CONDITION IS NOT RATED FOR WATER INFILTRATION.
/ DLO Jamb 8 8 8 8 a 1 8 8 1 88 8 8 8 8 8 8 8
P-hook 6+7 7+8 7+8 7+8 7+8 7+8 7+6 7+8 7+8 7+e 7+e 7+8 7+g 7+e 7+9 7+8 4)SEE SHEETS 10-14 FOR ANCHORAGE SPACING,EDGE DISTANCE AND
Design Pressure +79.21-79.2 +73.3/-73.3 +66/-66 +58/-58
53' Head/Sitl C4+3 C4+3 C5+3 C5+3 C4+3 C4+3 C5+3 C5+3 C4+2 C4+2 C5+3 C5+3 C4+2 C4+2 C4+2 C4*2 EMBEDMENT]NFORMATION.
60' DLO Jamb 8 a 9 8 8 8 9 8 8 1 8 1 8 1 B 1 8 1 8 1 8 18
P-hook 6+7 1 7+8 1 7+8 1 7+8 7+e 1 7+e 1 7+8 1 7+8 7+e 1 7+8 1 7+8 1 7+e 7+8 1 7+8 1 7+8 17+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" ever - thD
e.a•APld+e.rith ir�lye gids
ba.eiat C.+d�
PANEL HEIGHT=DOOR UNIT HEIGHT-1.866"
Aceeim"g.No
EatxrMiar pyre_ y��l,:.� _
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. �Cn
Interlock P-hdok Lockstile @Jamb Straight Astragal Lockstile @ 90"Astragal Lockstile @ 135"Astragal Lockstile @ /+>'F'utr ltrsY .4C®pot
Assembly Straight Astragal Assembly 90*Astragal -Assembly 135'Astragal
Heavy-duty Sti les 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 OutsideC Outside Inside
a- -
Corner Corner
'T4 Inside
InsideldeCor Corner Oomede v;+;�.,a'•......:.15/�/':;,/
Part#61(Stile) Part#61(Stile)
j
Pat t#61(Stile) Part#119(Out.) F!n r,y�r):
Part#61(x2) Part#61 Part#61 part#68(Astragal) Part#61 Part#118(Corner Part#120(In.) Parts#31  Part#61 _ -
Receiver) (Corn.&Fxd Mount)
mar a.e.• aer�m o.oa� .•,,:-
1o7pTECHNOLOGY owvE DPANDANCHORAGE : �,, -....
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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 WIDTHDETAILS,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.
SHEET \\ SEE POCKET g -HOOK PANEL WIDTH DETAILS,SHEET 11 x x
.•..� O r------- - x x x x x 6"MAX.
JAMB MOUNTING x x x x x f x x x x x x x
INSTALLATION, ADAPTER s"MAX. ( x x x x x x x x x x x
THIS SHEET ANCHORS MIDWAY I x x
&SHEET 14 BETWEEN P-HOOK I°I a MAX 4 PAIRS OF
ANCHORS&AT 3" i I ° x=FRAME x ANCHORS
FROM TOP& rc ®i I m ANCHORS (TOTAL 8
' 1
BOTTOM o 14" o UNIT 21" ANCHORS)
�> MAX.O.C. HEIGHT D.C.
PER JAMB
4.051" 8"MAX.TO OPENING o ®I i 14'MAX.O.C. O o=P-HOOK
EDGE OF POCKET SEE w a ANCHORS x x� SEE JAMB
INSTALLATION i o`w ®I x DETAIL
DETAILS'Jc'&'Kc', sg I°� zo=P-HOOK BELOW)
END PANEL SHEET 14&PART a I®I i i D MOUNTING x
ANCHORAGE DETAILS'X&'K', I p vw l I ° r 3•MAX. ADAPTER x
24"MAX. (2 ANCHORS) SHEET 19 FOR i°a �--k® I I + ANCHORS x
P-HOOK 6'MAX.- 1O� x x x' �/ END PANEL
O.C. L____-___-
"+2" ANCHORS x x - x x
ANCHORAGE END PANEL x' •� x x xx xx x x x xx x x x' x x 6•MAX. ANCHORAGE(SEE
ANCHORAGE x x x x .+2. SKETCH BELOW)
(SEE SKETCH BELOW) \—.+2• �•+p• —'+2" ANCHORAGE ANCHORAGE
CENTERLINE 8-MAX.,TYP. ANCHORAGE ANCHORAGE ANCHORAGE ANCHORAGE
OF PANEL 1 2.04"
24"MAX. EXAMPLE:5-PANEL 2 TRACK 90"OUTSIDE CORNER-pXX=O-EXT.MOUNT POCKET ANCHORAGE PLAN:
O.C. 60"x 96"NOM.PANELS,ANCHOR GROUP 3 IN CONCRETE SUBSTRATE(SEE TABLE 2,SHEET 7) 6" SPLICE NOTE:
ANCHORAGE EXAMPLE NOTES: NON-STRUCTURAL
1 1)APPROVED ANCHORS:SEE TABLE A,SHEET 1 ANCHORS MAY BE ADDED
T— 2)ANCHOR LOCATION SPACING FOR ANCHOR QUANTITIES SPECIFIED IN TABLES 1-3 SHEETS 6-8: AS NEEDED TO ALIGN THE
T EXTERIOR HEAD OR SILL IF A SPLICE I
60" CENTERLINE OF HEAD&SILL:8"MAX.FROM FRAME CORNERS.USE SPECIFIED CLUSTER FROM 21• � OCCURS AT THE P-HOOK.
NOM. •I 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 av W'•rZ,9 wiu the Bad&
5.64" Wdlug C..fe
"+2"ANCHORAGE REQUIRED IF THE O.C.DISTANCE TO THE NEXT ANCHOR AccepM•a No Z of
sy
CLUSTER IS OVER 24",OTHERWISE ANCHORS ARE NOT Eyirrir t.t` z�
3.5" REQUIRED AS PER THE FIGURE AT RIGHT: C0 " 6"MAX' ` ✓' I
U_
CENTERLINE JAMBS&P-HOOKS:6"MAX.FROM BOTTOM,21"MAX.ANCHOR PAIR O.C.(JAMBS),14"MAX.ANCHOR ptyy Cmwr I
OF PANEL 2 O.C. (P-HOOK)UTILIZING ANCHOR QUANTITIES FROM APPROPRIATE TABLES,SHEETS 6-8. SEE 2-TRACK
P-HOOK ANCHOR DETAILS ON SHEET 14. FRAME JAMB
"+2"ANCHORAGEANCHOR PAIR 1
REQUIRES SEE"C5"CLUSTER END PANEL
CENTERLINE CENTERLINE
I C6"CLUSTER,SEE OF DETAILS,SHEET 10 OF ANCHORAGE
• DETAILS,SHEET 11 FOR ASTRAGAL (2 ANCHORS) g"
INTERLOCK ASTRAGAL
4.051" I— t MAX. I
ELI zm
EXTERIOR CENTERLINE •+2'ANCHORAGE CENTERLINE
"+2"ANCHORAGE (�CENTERLINE
OF PANEL
I OF PANEL 3 I OF PANEL 5
SEE SHEET 11 FOR OTHER INTERMEDIATE ANCHORS P, '•
,m"mer. om: rm.ely� o.."vm. �riTE o:. �r.�/.:•
1070TECHNOLOOYDRIVE ANCHORAGE SPACING&EXAMPLE PLANS ?•..
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1
ASTRAGAL OR 6'DIAG.
ASTRAGAL OR SPLICE LOCATION ASTRAGAL OR (FOR SPLICE SPLICE LOCATION 2.04"
INTERLOCK-1—I17 NEEDED INTERLOCK—, CONDITION,USE INTERLOCK—f`IF NEEDED 2.04"
CENTERLINE 1 CENTERLINE "C6"CLUSTER DETAIL) CENTERLINE
*2.04"
1'75" EXTERIOR 6"DIAG.
7" 7" 3.5"1.75" 21"
4"DIAG. MAX.
O.C. EXT 2.04" 2.04" 21"
5.64" MAX.OR 3'S" ] EXTERIOR 4"DIAG. ]" EXTERIOR 7 3,5° O.C.
-2--TRACK FRAME HEAD/SILL r--2-TRACK FRAME HEAD/SILL `� 2-TRACK FRAME HEAD/SILL 6"MAX.
5.64"
Ca).ASTRAGAL OR INTERLOCK (a) OR INTERLOCK (a)ASTRAGAL OR INTERLOCK ,- --2-TRACK-
(USE
2-TRACK-
(USE WHERE 4 CLUSTER (USE WHERE 5 CLUSTER (USE WHERE 6 CLUSTER FRAME JAMB
ANCHORS ARE REQUIRED,"C4") ANCHORS ARE REQUIRED."C5") ANCHORS ARE REQUIRED,"C6') 1 6°MAX.
ANCHOR PAIR'
4-TRACK
ASTRAGAL OR SPLICE LOCATION ASTRAGAL OR (FOR SPLICE ASTRAGAL ORSPLICE LOCATION 6°DIAG. FRAME JAMB
INTERLOCK-4—IF NEEDED INTERLOCK—I CONDITION,USE INTERLOCK--i`IF NEEDED2.04" EXTERIOR
ANCHOR PAIR
CENTERLINE I CENTERLINE I C6"CLUSTER DETAIL) CENTERLINE 3 5"
3.5" 3.5" ] ANCHORS MAY BE INSTALLED
o I 21" EITHER IN THE E)(T.OR INT.
2.04" 4"DIAG MAX. TRACK(INT.SHOWN)
4.08" 4.08" O.C.
2.04"
5.64"
NOTES:
EXTERIOR ]" EXTERIOR ]" 4"DIAG. EXTERIOR 3.5° 1.ALL DIMENSIONS SHOWN
�l nn 3.5" 6"MAX. ARE BASED ON MIN.
3-TRACK FRAME HEAD/SILL 3-TRACK FRAME HEAD/SILL V 3-TRACK FRAME HEAD/SILL —tillALLOWED.
(a-ASTRAGAL OR INTERLOCK (cD ASTRAGAL OR INTERLOCK (a)ASTRAGAL OR INTERLOCK t � 2.FOR HEAD SILL SPLICE
(USE WHERE 4 CLUSTER (USE WHERE 5 CLUSTER (USE WHERE 6 CLUSTER 3-TRACK FRAME JAMB LOCATIONS/ANNCC HORAGE AT
ANCHORS ARE REQUIRED,"C4') ANCHORS ARE REQUIRED,"C5") ANCHORS ARE REQUIRED,"C6") ANCHOR PAIR P-HOOK SEE SHEET 9.
ASTRAGAL OR SPLICE LOCATION ASTRAGAL OR I ASTRAGAL OR CONDITIONS ONLY: REVISED
INTERLOCK--i (FOR SPLICE FOR SPLICED
FOR
IF INTERLOCK ( SPLICE INTERLOCK—I CONDITION,DO NOT "misptyinywith theFlo'ida
CONDITION,USE USE THIS DETAIL) SPLICE LOCATION hwdioKCada
CENTERLINE I CENTERLINE I "C6"CLUSTER DETAIL CENTERLINE � IF NEEDED AccW"ceNu/6 4o t -03
Eapkwen 0.fe
3.5" 3.5"
2.04" 4"DIAG. 2.04" 4"DIAG. 2.04" y�t
2.04" 5.37"DIAG. 4"DIAG.
4.08°
4"DIAG. _ I 2.04°
11'
EXTERIOR EXTERIOR ]• EXTERIOR 7' 3.5"
4-TRACK FRAME HEAD/SILL 1�1 4-TRACK FRAME HEAD/SILL 4-TRACK FRAME HEAD/SILL
(aD ASTRAGAL OR INTERLOCK (a)ASTRAGAL OR INTERLOCK (5 ASTRAGAL OR INTERLOCK !°.=87
(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 $F
l.-
10707ECHNtXOGYDRWE ANCHORAGE,EXAMPLE CLUSTERS
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SOD-670 NTS 10 w 22 PGTO128 B P.E.p 58705
2.04" 2.04" INTERIOR 2.04" INTERIOR 2.04" NOTES:
INTERIOR INTERIOR 7" 1.ALL DIMENSIONS SHOWN
4"DIAG. 4"DIAL. 8.94" ARE BASED ON MINIMUM
6.12" 6.12' INTERIOR
3.5" 3.5" ALLOWED.
INTERIOR 7" INTE3.5
10 INITERIOR 2.DETAILS DEPICT ANCHOR
INTERIOR QUANTITY AND SPACING,
9D° 3. " 90° 3. " 1 ° EXTERIOR 1 °
_ AND WOULD BE IDENTICAL
EXTERIOR EXTERIOR 4"DIAG. 4"DIAG. FOR EXTERIOR OR INTERIOR
CORNER CONFIGURATIONS.
EXTERIOR
4° 4" 3.5" 3 4" "+1"ANCHOR
2.04" EXTERIOR 2.04"
Tpg
Q,Q4" EXTERIOR 4,� 2.04" 7"
EXTERIOR 6.94
90°CORNER 90°CORNER 135°CORNER 135°CORNER
2-TRACK FRAME HEAD/SILL 2-TRACK FRAME HEADISILL 2-TRACK FRAME HEADISILL 2-TRACK FRAME HEAD/SILL I— CENTERLINE
(USE WHERE 4 CLUSTER (USE WHERE 5 OR 6 CLUSTER (USE WHERE 4 CLUSTER (USE WHERE 5 OR 6 CLUSTER f"OF PANEL
ANCHORS ARE REQUIRED,"C4") ANCHORS ARE REQUIRED,"C6") ANCHORS ARE REQUIRED,°C4") ANCHORS ARE REQUIRED,"C6a)
4.08"
"+2"ANCHOR
INTERIOR 008" 7
EXTERIOR4.08"
"+1"ANCHOR 2.04"
4" 4"DIAG.
INTERIOR 3.5'
3.5 90° 7" CENTERLINE
EXTERIOR
5" OF PANEL
4.08" 4. "+3"ANCHOR
5.37"DAG. " CENTERLINE 2,04"3.5" 4° OF PANEL 4"DIAG.
EXTERIOR EINTERIOR 10ON "+2"ANCHOR °3.5"
90°CORNER 135°CORNER ALL
ExT�r�loR VIEWS
T
3-TRACK FRAME HEADISILL 3-TRACK FRAME HEAD/SILL IVB L�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
INITERIOR 6.12" INTERIOR 2.04" PROO
2.04°
.-.p lriog with Ow Flo"
6.12" 3.5" ll-ling G°ase
4" EXTERIOR 5 88• CENTERLINE EipWrNioo 9-It
INTERIOR OF PANEL
INTERIOR on- 4" 35° 135° "+3"ANCHOR til L,
7 2.04" ly9iar ik,dt P . Caeci
DIAG.
6.12" 4"DIAG. 6.12" G 3.5" 4.08" 4"DIAE
7" EXTERIOR
3.5" 4"'
2.04" 3.5-
4-
4-DIAG. 3.5" 3.5' I
EXTERIOR 7 EXTERIOR 4" CENTERLINE �,!f�.. ••• �;;� <'i,
2.04" I
90°CORNER 135°CORNER I OF PANEL `�"1'c" ',
4-TRACK FRAME HEADISILL 4-TRACK FRAME HEAD/SILL 4-TRACK FRAME HEAD/SILL _ „o.::8-:):;
("C8'ANCHOR CLUSTER REQUIRED ("C8"ANCHOR CLUSTER REQUIRED INTERMEDIATE ANCHOR LAYOUT
AT ALL 4-TRACK CORNERS) AT ALL 4-TRACK CORNERS) (3-TRACK SIMILAR)mw
= '
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CERT.OFAUTH.#2929@ ® SOD-670 AIT3 11 m 22 PGT0128 B P.E.#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 4TYP., SMS
SHEET 1
2-1116"' 2-1/16"* 6"' NOTES:
EXTERIOR 1f4" 1/4" 1/4" 1.ALL DIMENSIONS
a MAX MAX MAX. SHOWN ARE BASED
r SHIM EXTERIOR SHIM EXTERIOR SHIM ON MIN.ALLOWED.
r 2.METAL OR WOOD
EMBEDMENT: I } SUBSTRATES MAY BE
SEE TABLE A, USED FOR ALL FRAME
SHEET 1 TYPES PER TABLE A,
2X WOOD WOOD ANCHOR TYP., 2X WOOD WOOD ANCHOR TYP., METANCHOR TYP., SHEET 1.
TYP.,SEE ANCHOR SEE ANCHOR NOTES TYP.,SEE ANCHOR SEE ANCHOR NOTES SEEANCHOR 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
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,SHEET 1 NOTE 3,SHEET 1 SEE &TABLE A,SHEET 1 NOTE 3,SHEET 1 SEE &TABLE A.SHEE44T 1 NOTE 4,SHEET 1
SEE ANCHOR ANCHOR ANCHOR MIN.OF 3 THREADS BEYOND
NOTE 5,SHEETNOTE 5, NOTE 5, THE METAL SUBSTRATE
1(1/4"MAX.) 1 SHEET 1 1 SHEET 1
T –! (1!4"MAX.) 1 (1/4"MAX.) TT
EXTERIOR I EXTERIOR EXTERIOR EMBEDMENT:SEE
TABLE A,SHEET 1
2-1/16"' 2-1/16"' 2-1/16" EDGE DISTANCE:
EDGE DISTANCE: EDGE DISTANCE: SEE TABLE A,SHEET 1
SEE TABLE A,SHEET 1 SEE TABLE A,SHEET 1
EMBEDMENT:SEE TABLE A,SHEET 1 EMBEDMENT:SEE TABLE A,SHEET 1
2-TRACK FRAME SILL 3-TRACK FRAME SILL ®4-TRACK FRAME SILL
ow WOOD INSTALLATION Ew WOOD INSTALLATION Fw METAL INSTALLATION
EMBEDMENT:SEE
TABLE A,SHEET 1
EMBEDMENT:SEE PRODUC rREVIWD
TABLE A,SHEET 1 ~I EDGE DISTANCE: ft° .piftwilt fteFb"
ISEE TABLE A, �t.g'01
METAL TYP., SHEET 1 AcerPn°c°No O P .63
EMBEDMENT:SEE SEE ANCHOR
TABLE A,SHEET 1 �1 0 EDGE DISTANCE:
EDGE DISTANCE: O SEE TABLE A, NOTE 4,SHEET 1
2X WOOD ZX WOOD ProdKte
SEE TABLE A, SHEET 1
TYP.,SEE ANCHOR TYP.,SEE ANCHOR
NOTE 3,SHEET 1 SHEET 1 NOTE 3,SHEET 1 2-1/16"'
SMS ANCHOR TYP.,
SEE ANCHOR NOTES
WOOD ANCHOR TYP., 2-1/16"• &TABLE A,SHEET 1
SEE ANCHOR NOTES WOOD ANCHOR TYP., MIN.OF 3
&TABLE A,SHEET 1 SEE ANCHOR NOTES THREADS \`
&TABLE A,SHEET 1 EXTERIOR BEYOND THE
EXTERIOR O METAL ����'"�.��;C•EN�....
I 15
1/4"MAX.SHIM Imo– EXTERIOR 1/4"MAX.SHIM Ff V SUBSTRATE
1/4"MAX.SHIM I-•— ¢ 7r
-�:' No.sazos
2-TRACK FRAME JAMB 3-TRACK FRAME JAMB da 4-TRACK FRAME JAMB _
Gw WOOD INSTALLATION \tLwj WOOD INSTALLATION Iw METAL INSTALLATION
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INSTALLATION DETAILS EMBEDMENT:SEE TABLE A,SHEET 1 EMBEDMENT:SEE TABLE A,SHEET 1 NOTES:
EDGE DISTANCE:SEE EDGE DISTANCE: EDGE DISTANCE: 1.ALL DIMENSIONS
CONCRETE CONCRETE SEE TABLE A,SHEET 1 CONCRETE SEE TABLE A,SHEET 1 SHOWN ARE BASED
PER TABLE TABLE A,SHEET 1
A,SHEET 1 2-1/16"' PER TABLE 2-1/16"' PER TABLE 2-1/16"• ON MIN.ALLOWED.
A,SHEET 1 A,SHEET 1 1/4" •DIAGONAL O.C.IS
EXTERIOR i MAX. MIN 4"(HEAD&SILL)
} i SHIM OR 6"(JAMB)SEE
1/4"it r114" R I DETAILS,SHEETS
EMBEDMENT: J L MAX. EXTERIOR EXTERIOR 1
OB
SEE TABLE A, MAMAX. a
SHEET;l' SHIM SHIM
PROPERLY SECURED 1X CONCRETE ANCHOR TYP., PROPERLY SECURED 1XTCONETE ANCHOR TYP., PROPERLY SECURED 1X CONCRETE ANCHOR TYP.,
WOOD BUCK TYP.,SEE SEE ANCHOR NOTES& WOOD BUCK TYP.,SEE CHOR 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 ja 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 ANCHOR NOTES& WOOD BUCK TYP.,SEE SEE ANCHOR NOTES& WOOD BUCK TYP.,SEE SEE ANCHOR NOTES& WOOD BUCK TYP.,SEE
TABLE A,SHEET 1 ANCHOR N4OTE 3,SHEET 1 TABLE A,SHEET 1 ANCHOR NOTE 3,SHEET 1 TABLE A,SHEET 1 ANCHOR NOTE 3,SHEET 1
SEE ANCHOR SEE ANCHOR SEE ANCHOR
NOTE 5,SHEETNOTE 5, NOTE 5,
1(114"MAX.) SHEET 1� SHEET 1�
'7}' MAX.) - 1 (1/4"MAXIL
.)
EXTERIOR I EXTERIOR J. EXTERIOR :
2-1116' 2-1116"• �2-1/16"' CONCRETE
PER TABLE
EDGE DISTANCE: CONCRETE EDGE DISTANCE: CONCRETE EDGE DISTANCE: A,SHEET 1
SEE TABLE A,SHEET 1 PER TABLE SEE TABLE A,SHEET 1 PER TABLE SEE TABLE A,SHEET 1
EMBEDMENT:SEE TABLE A,SHEET 1 A,SHEET 1 EMBEDMENT:SEE TABLE A,SHEET 1 A,SHEET 1 EMBEDMENT:SEE TABLE A,SHEET 1
2-TRACK FRAME SILL 1 3-TRACK FRAME SILL ®4-TRACK FRAME SILL
Dc CONCRETE INSTALLATION Ec CONCRETE INSTALLATION Fc CONCRETE INSTALLATION
EMBEDMENT:SEE
TABLE A,SHEET 1
EMBEDMENT:SEE PRODUC f REVISED
TABLE A,SHEET 1 --I EDGE DISTANCE: I� w �
EDGE DISTANCE: PROPERLY SECURED SEE TABLE A, Accep+.eee No It.-Cb2- .03.
EMBEDMENT:SEE CONC./CMU ANCHOR I SEE TABLE A. 1X WOOD BUCK TYP., SHEET 1 E.pf...ioa D.1
TABLE A,SHEET 1 ~I TYP.,SEE ANCHOR SHEET 1 SEE ANCHOR NOTE 3,
PROPERLY SECURED EDGE DISTANCE: NOTES&TABLE A, SHEET 1 �at1C0e
1X WOOD BUCK TYP., SEE TABLE A, SHEET 1 2-1/1;
SEE ANCHOR NOTE 3, SHEET 1 CONC./CMU ANCHOR ;;2-1116"
SHEET 1 TYP.,SEE ANCHOR
','.2-1116"' PROPERLY SECURED NOTES&TABLE A,
CONC./CMU ANCHOR 1X WOOD BUCK TYP.,
SHEET1 CONCRETE
TYP.,SEE ANCHOR CONCRETE
NOTES&TABLE A, SEE ANCHOR NOTE 3, OR CMU
OR CMU
SHEET 1 CONCRETE SHEET 1 PER TABLE EXTERIOR PER TABLE \ w7U'J 1N11i/
EXTERIOR OR CMU EXTERIOR A,SHEET I �• �Fo
n I I A,SHEET 1
V 1/4"MAX.SHIM I i PER TABLE �l
A,SHEET 1 I/ 1/4"MAX.SHIM I�
1/4"MAX.SHIM (— ^�
2-TRACK FRAME JAMB 3-TRACK FRAME JAMB ga 4-TRACK FRAME JAMB = 3
Gc CONCRETEICMU INSTALLATION He CONCRETE/CMU INSTALLATION Ic CONCRETE/CMU INSTALLATION
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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 2s ANCHOR NOTES& TABLE A,SHEET 1 FOR
SEE TABLE A, TABLE A,SHEET 1 ALL APPROVED
28 (ALSO SEE TYP. SUBSTRATES.
SHEET1 ILLUSTRATION,SHEET 9) 1-1/4"MIN.EDGE DISTANCE
EDGE DISTANCE:SEE EXTERIOR 3.SEE TABES 1-3,
TABLE A,SHEET 1 EMBEDMENT: SHEETS 6-8 FOR
SEE TABLE A, -HOOK MOUNTING REQUIRED P-HOOK
25 SHEET 1 . . ADAPTER CONIC. AND P-HOOK
EXTERIOR MOUNTING ADAPTER
PHOOK WOOD ANCHOR TYP., fi P HOOK ANCHOR TYP.,SEE ANCHOR QUANTITIES.
SEE
SEE ANCHOR NOTES v " ANCHOR NOTES&TABLE
&TABLE A,SHEET 1 CONCRETE OR EMBEDMENT: A,SHEET 1 ALSO SEE EXAMPLE
CMU PER TABLE ON SHEET 9.
A,SHEET 1
(ALSO SEE TYP. 2.693"MIN. TABLE A,SHEET 1 (ALSO SEE TYP.
ILLUSTRATION,SHEET 9) EDGE DISTANCE ILLUSTRATION,SHEET 9)
P-HOOK FOR USE WITH FLAT SILL RISERS 4a P-HOOK FOR USE WITH FLAT SILL RISERS
Jw PARTS#18,#20,#22 OR#24, Jc PARTS#18,#20,#22 OR#24,
WOOD INSTALLATION EXTERIOR MOUNT SHOWN, CONCRETE/CMU INSTALLATION INTERIOR MOUNT SHOWN,
(SEE TABLES 1A,2A&3A MAY ALSO BE INSTALLED IN (SEE TABLES 1A,2A&3A MAY ALSO BE INSTALLED IN
FOR WATER RATINGS) INTERIOR CONDITION FOR WATER RATINGS) EXTERIOR CONDITION
METAL TYP., P-HOOK MOUNTING
SEE ANCHOR P-HOOK MOUNTING CONCRETE OR EMBEDMENT:SEE ADAPTER CONC./CMU
SEE
NOTE 4,SHEET 1; EMBEDMENT: ADAPTER SMS CMU PER TABLE TABLE A,SHEET 1 ANCHOR TYP.,SEE
MIN.OF 3 THREADS TABLE A,SHEET 1 ANCHOR TYP.,SEE
A,SHEET 1 ANCHOR NOTES&TABLE
BEYOND THE METAL ANCHOR NOTES A,SHEET 1
SUBSTRATE 2e &TABLE A,SHEET 1 EMBEDMENT: (ALSO SEE TYP.
(ALSO SEE TYP. SEE TABLE A, ILLUSTRATION,SHEET 9)
ILLUSTRATION, SHEET 1 28
SHEET 9 ►RonecrREvjWD
EMBEDMENT: )
SEE TABLE A, wa,m�rylog wim the ftoed p
SHEET 1 EDGE DISTANCE:SEE 1-1/4"MIN.EDGE DISTANCE
TABLE A,SHEET 1nCoda
Act"iicc Noo 6�-.,p6-2�4�.�63
30 ....•• 30 11 Lul IS�nr .L1n
P-HOOK SMS ANCHOR TYP., EXTERIOR P-HOOK CONCJCMU EXTERIOR
SEE ANCHOR NOTES
&TABLE A,SHEET 1 � ANCHOR &T SEE
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)
®P-HOOK FOR USE WITH BOX SILL RISERS ®P-HOOK FOR USE WITH BOX SILL RISERS z
Kw PARTS#19,#21,1123 OR#25, Kc PARTS#19.#21,#23 OR#25,
METAL INSTALLATION EXTERIOR CONCRETE INSTALLATION EXTERIOR Tn yS:I,i �Op -;
(SEE TABLES 1A,2A&3A MOUNT (SEE TABLES 1A,2A&3A MOUNT :•' 1
FOR WATER RATINGS) ONLY FOR WATER RATINGS) ONLY tlo,in l)5 1
/may
OaOz RONsbu; PMalfaor .'7 K.
Luz
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CONFIG. EXAMPLES
MAX.UNIT
WIDTH MAX.UNIT WIDTH
MAX. NOM.PANEL WIDTH
HEADER DETAIL'A', DLO_ TYP.PER TABLES 1-3 INTERIOR
SHEET 18;INSTALLATION WIDTH
DETAILS'Aw'&'Ac',� EXTERIOR
SHEETS 12&13 1
90°
PANEL PANEL — 7
PANEL TYPE TYpE PANEL CORNERDETAIL'N2',
TYPE 'QS' 'AS' TYPE SHEET 19&CORNER
'A' 'K ANCHORAGE SHEET 11
NOM. MAX.UNIT
MAX. /r MAX HEIGHT INTERLOCK DETAIL
PANEL ' PANEL DLO PER 'M',SHEET 19
HEIGHT SEE WIDPERTYP. HEIGHT TABLES
EXTERIOR INTERIOR
NOTE 2 TABLES 1-3 1-3
�-, JAMB DETAIL'G3',SHEET
X X 18;INSTALLATION DETAILS
X X 'Gw&'Gc',SHEETS 12&13
90°
SILL DETAIL-D',SHEET 18;-7
INSTALLATION DETAILS EXAMPLE:90°INSIDE CORNER,4 PANELS-)0(/XX
'Dw'&'Dc',SHEETS 12&13
i
SILICONE
BY OTHERS j
DLO WIDTH=NOM.PANEL WIDTH-7"
DLO HEIGHT=DOOR UNIT HEIGHT-10.125"
PANEL HEIGHT=DOOR UNIT HEIGHT-1.866°
#8 X 1"
#10 X 1-1/2" PH SMS vx uu a
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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.
PANEL HEIGHT AND WIDTH.SEE SHEETS 18&19 FOR SECTION DETAILS AND SHEETS 12-14 FOR INSTALLATION DETAILS.
2)(1)LOCK(ITEMS 75&107-110)AT EACH LOCKSTILE,LOCKING INTO KEEPER(ITEM 103)AT FRAME JAMB OR ASTRAGAL. ^'o.`8705
3)PLEASE SEE APPLICABLE ASTRAGAL&INTERLOCK COMBINATIONS PER DP/ANCHOR TABLES.
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INTERLOCK DETAIL I FOR ALL DETAILS ON THIS SHEET,SEE NOTES ON SHEET 15
CONFIG. EXAMPLES rV,SHEET 19 OPERABLE JAMB DETAIL*G3',SHEET 18;
INSTALLATION DETAILS'Gw'&Gd,SHEETS 12&13 MAX.
2SIXED JAMB DETAIL'G2', ASTRAGAL HEADER DETAIL W,SHEET HEADER DETAIL W,SHEET 18; DLO JAMB DETAIL'G3',SHEET
—H z ON DETAILSAve& c,
EET 18;INSTALLATION DETAILS'Ll'& 18;INSTALLATION DETAILS INSTALLATI WIDTH_ /-18;INSTALLATION DETAILS
DETAILS'Gve&'Gc', L2,SHEET 19 'Av,?&'Ac,SHEETS 12&13 SHEETS 12&13 TYP. 'Gw'&'Gc',SHEETS 12&13
SHEETS 12&13
'i V EXTERIOR INTERIOR
PANEL PANEL PANEL PANEL PANEL PANEL INTERLOCK DETAIL
TYPE TYPE TYPE TYPE TYPE PANEL PANEL TYPE V.SHEET19
W V D. 'A' TYPE TYPE W I
MAX. W CS, MAX.
UNIT UNIT 90*OUTSIDE CORNER
NOM. DETAIL'Nl',SHEET 19&
PANEL HEIGHT SILLDETAIL 1 NOM. HEIGHT CORNER ANCHORAGE
PER PANEL PER
WIDTH TYP. -D',SHEET SEE TABLE SHEET11
Mi SEE TABLES 18; MAX.I/-- WIDTHTYP. S
(r
INTE
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SHEET
90_OUTS
ID"
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D 0 PER NOTE 2;-- 1-3 INSTALL DLO PER NOTE 2r- 1-3 INTERIOR
TABLES 1-3 SHEET15
HEII HT SHEET15 HEIGHT TABLES 1-3 _x mo
DETAILS EXTEMOR
<�] 'Dw'&'Dc, Op
SHEETS12 NOM.PANEL
0 x x x &13 x x WIDTH TYP..
ILI x x PER TABLES
Is , ----. 1-3
MAX.UNIT WIDTH MAk UNIT WIDTH
SEE FRAME& -------
PANEL CORNER SILLDETAV SHEETI�� MAX.UNIT WIDTH
CONSTRUCTION EXAMPLE:OXXX INSTALLATION DETAILS I
DETAILS SHEET 15 (2-TRACK) 'Dve&'Dc',SHEETS 12&13 EXAMPLE:90'OUTSIDE CORNER-XXIXX(2-TRACK)
JAMB DETAIL'll-,SHEET 18;
ASTRAGAL DETAILS'Ll-& INTERLOCK DETAILV,SHEET 19 INSTALLATION DETAILS'IW&
L2,SHEET 19]�, INTERLOCK DETAIL V,SHEET 19 'Ic' SHEETS 12&13
HEADER DETAIL
'B',SHEET 18;
'JAMB D P-HOOK DETAILV&W,SHEET INSTALLATION IL'12',SHEET 18;INSTALLATION HEADER DETAIL'C',SHEET
18;INSTALLATION DETAILS 19;INSTALLATION DETAILS'JvV, 18;INST LATION DETAILS
'Hw'&'Hc',SHEETS 12&13 'ic','Kw'&'Kc',SHEET 14 DETAILS'Bw'&'Bc', ILS'lw'&'Ic',SHEETS 12&13 'CW&'Cd,SHEETS 12&13
SHEETS 12&13
- MAX.UNIT WIDTH MAX.UNIT WIDTH
I-W,SHEET �IEE
JAMB DETA :�18,,INSTALLATION
�tm,�,�5 I; S�
DETAII-
3
PRODUCIR��
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PANEL PANEL PANEL PANEL Amevl.�N.1-64Z�F..3
'PANEL PANEL PANEL PANEL TYPE TYPE TYPE TYPE E�pfmo-NIT7UMV
TYPE TYPE TYPE TYPE
FV 7
MAX.
NOM. UNIT
MAX.UNIT NOM.
HEIGHT PANEL PANEL h HEIGHT
PER WIDTH TYP. WIDTH TYP. PER
TABLES MAX. SEE PER 1,u SEE MAX. PER TABLES
1-3 DLO NOTE 2;-- TABLES 1-3 a. —NOTE 2 DLO TABLES 1-3 1-3
HEIGHT SHEETII5 HEIGHT
SHEET 15
1�2 %`.. -,;
x x 0
x x x
0 Li
T 18; EXAMPLE:XXXO SILL DETAIL'F',SHEET 18;
EXAMPLE:OX)O(p SILL DETAIL E SHE
INSTALLATION DETAILS INSTALLATION DETAILS
(3-TRACK,RIGHT POCKET) (4-TRACK,BY-PASS)
'EVV&'Ed,SHEETS 12&13 'FW&-F,',SHEETS 12&13 gr
�-1 7 CF
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PANEL'S RIGHT STILE TYPE
PANEL SINGLE SINGLE FIXED LOCKSTILE ASTRAGAL ASTRAGAL ASTRAGAL ASTRAGAL INT CORNER EXT CORNER EXT CORNER INT CORNER EXT CORNER EXT CORNER INT CORNER
INTERLOCK INTERLOCK STILE W/HANDLE BOX OUT BOX IN BOX OUT BOX IN 90 LOCKSTILE 90 LOCKSTILE 90 RECEIVER 90 RECEIVER g0 RECEIVER 135 RECEIVER 135 RECEIVER
TYPES OUT IN WIHANDLE W/HANDLE W/HANDLE W/HANDLE W/HANDLE W/HANDLE W/HANDLE W/HANDLE
#116 #118 n 431 #31
SINGLE L TR TQ TC TA TV TW
INTEORUOCK F PP K taoXl
SINGLE B E P A C C IC SQ SC SA SV SW
INTERLOCK
IN amou (wx"
FIXED S S FD FC FV FW
STILE � RR R m=om �X>") .
LOCKSTILE
W/ D M J
HANDLE /
(BOXOUi1 (BOXUI)
W ASTRAGALLR PANEL NOTES:
EL Box OUT
W/HANDLE (eoxOuO 1.SEE DP TABLES 1-3,SHEETS 6-8 FOR PANEL
F– ASTRAGAL A 1 SIZES 8 DESIGN PRESSURE.
LuBOX IN V LEFT Q INTERIOR RIGHT 2.PANEL TYPES NOT SHOWN OR CROSSED OFF
J W/HANDLE OIOXIM PANEL PANEL ARE NOT REQUIRED FOR ANY CONFIGURATIONS
I– ASTRAGAL T II II STILE 15
EXTERIOR STILE AND ARE NOT AVAILABLE.
Box OUT � ' 3.90°ASTRAGALS TO USE HEAVY-DUTY STILES
F PANEL"E"SHOWN.SEE TABLE FOR OTHER PANEL TYPES AND EXTERIOR
CORNER RECEIVER IDR(AND EITHER
W ASTRAGAL I I APPLICABLE STILE/ASTRAGAL REQUIREMENTS. EXTERIOR(#119)OR INTERIOR(#120)CORNER
BOX IN T ASTRAGALS.
(BOX IM IBM&)
//�_I 4.135*ASTRAGALS TO USE HEAVY-DUTY STILES
90 LOCKSTILE
RT Cl
90 CORNER
(#61)AND CORNER ADDON(#31).
.J W/HANDLE#120 232"
w EXT CORNER SILL RISERS OPTIONS 232" -'1 t� '
Z m"HANSTILE� QT QS 232° MIA
.232' EXTERIO7� EXTERIOR
Q EX HANDLE#11g ---{ .062"
a EXT CORNER#61 EXT7� „ I .062"CT CV C^ I a 4.055'
90 RECEIVER .062" 3.305' PRODUCfREV)SEDW!HANDLE 2.555"#118 cosplying M-NY tfe Fto16hINT CORNER#611 667.062" AUeei lmce No// 06 ZINRECEIVER AT AS DFLlij6yW�xtiosAle =1 Lg a3
W/HANDLE
EXT CORNER #116 18°SILL RISER FLAT' 20 SILL RISER,FLAT 22 SILL RISER,FLAT 24 SILL RISER,FLAT _
90 RECEIVER
CF FLUSH,1-1/2" OLOW,2-112" OMEDIUM,3-1/4" OHIGH,4° -PS&
#61 '— --►1 f~ .750'
EXT CORNER VT VS VF +I Imo— 750' EXTERIOR
135 RECEIVER J I I
W1 HANDLE #61 EXTERIOR EXTERIOR 750" EXTERIOR .062"
INT CORNER #31 a__._i .906" a D62° a .D62" 4.D55-
35RECENER WT WS WF
Wl HANDLE1/� 2.555 3.305" ,I
062'
1.567° �� � •..,`� .� ���?F.1 �;.�i
SILL RISER,BOXI' 21 SILL RISER,BOX 23 SILL RISER,BOX 25 SILL RISER,BOX
19 ,
FLUSH,1-112° O LOW,2-1/2" O MEDIUM,3-1/4" O HIGH,4"
NOT VALID FOR WATER INFILTRATION RESISTANCE REQUIREMENTS,SEE SHEETS 6-8
1070TECHNOLOGYDRNE PANEL TYPES
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ASSEMBLY DETAILS
los FULL PANEL JAMB LENGTH
(SEE SHEETS 12-14 FOR FOR INSTALLATION DETAILS)
60 OR 61 105
LOC,PART 17
LL LENGTH 14 75&107-110
106
JAMB 5 G360 OR 61 i6 5
E oOR 61 2-TRACK JAMB
2-TRACK JAMB (SHOWN 5 SEE DETAIL G1
CLIP#105 WITHFOR FIXED
'LONG OPERABLE PANEL CLIP LOCK PART
@ W/RETAINER#106 ) 80 75 a 107-11DSPAN (SHOWN WITH PANEL SEE DETAIL G2
FIXED PANEL TO LOCK PART THE INTERIOR) EXTERIOR 103 113 75&107-110 103 FOR FIXED 5 103 fi0 OR 61
PANEL CLIP
EXTERIOR
14 \/ 15 5
Et\ 112 E 18 G2 G4 17
123 FULL LENGTH 40 60 OR 61
#10X314" OF JAMB 2-TRACK JAMB 2-TRACK JAMB J-1,EXTERIOR EXTERIOR I-I EXTERIOR EXTERIOR
SMS,X 3 CLIP#80 OR#105 51 52 W/SCREEN �/
6"LONG W/RETAINER#123 3-TRACK JAMB 3-TRACK JAMB 4-TRACK JAMB 4-TRACK JAMB
@ 80 (SHOWN WITH H1 (SHOWN WITH H2 (SHOWN WITH IE (SHOWN WITH 2 (SHOWN WITH
MIDSPAN FIXED PANEL TO OPERABLE PANEL) FIXED PANEL TO FIXED PANEL TO OPERABLE PANEL)
60 OR 61 THE EXTERIOR) 53 THE EXTERIOR) THE INTERIOR)
-FL,EXTERIOR EXTERIOR
2 v/
112 1 3 4
45 5 113 5 113 5
52 51 69 EXTERIOR 69 EXTERIOR 69
EXTERIOR 53 GJ a
a
SHOWN WITH
2-TRACK W/SCREEN 3-TRACK E 4-TRACK MAX.UNIT PRODUCrIstEvis6D
OPT.SCREEN FRAME HEAD 6 FRAME HEAD QCFRAME HEAD HEIGHT PER w co pwa itl tk Waris
TRACK TABLES 13 nxc-k
repuore No 7j
Eap,iralme Ibte
53 &720R73
69 69 L S
EXTERIOR EXTERIOR '
52 51 72 OR 73 72 OR 73
46 11 9 10
1148 47 p8
EXTERIOR 112 5 113 113
a 5 5 1 _•frvl'i '
'iii';//) '
2-TRACK W/SCREEN 3-TRACK 4-TRACK
FRAME SILL FRAME SILL FRAME SILL
.ITEM 61 SHOWN,ITEM 60 ALSO APPLICABLE,SEE TABLES _
13,SHEETS 6-8 FOR OP(PSF)ASSOCIATED WITH STILE. 6 166
rmse9r. mm: noww„s wrAmr ';,_
1070TECNNOLOGYORNE VERTICAL SECTION DETAILS "V"��.` `"'•r` ''�
ey: oe� rarta°'a N.VENICF FL 31275
SERIES 670 ALUM.SGD-NON-IMPACT
/91f}43arso9
tom: Umade �a e.n mix sar aec °�°.mv^ a..: A.LYNN MILLER,P.E.
JR o22an4 CERT:OFAM.#29295 ® sGU670 NTS 18 a 22 PGTD128 B P.E.#58705
ASSEMBLY DETAILS
(SEE SHEETS 12-14 FOR FOR INSTALLATION DETAILS) tm INTERIOR28 26 3027 63 27 63 113
26 103
60 OR 61 60 OR 61 62 111 63 60 OR 61
29 65
29 14
120
65 6s 5
�I EXTERIOR 111 62 1 y EXTERIOR 111 62 90°
v EXTERIOR
P-HOOK FOR.FLAT SILLS P-HOOK FOR BOX SILLS EXTERIOR INTERIOR EXTERIOR
®j (EXT.OR INT.MOUNT) �EXT.MOUNT ONLY cj INTERIOR
90°
LOCK PART 60 OR 61
103 LOCK PART 103 LOCK PART 75&107-710
75&107-110 75&107-110 81 5 ®INTERLOCK
M
14
113
60 gp 61 61 118 5
EXTERIOR 113 EXTERIOR 173
11
ID
713 103 119 EXTERIOR 7
67 68
6E--�,STANDARD ASTRAGAL 90-INSIDE
L1 WITH STANDARD STILES#60 WITH HEAVY-DUTY STILE7 HEAVY-DUTY ASTRAGAL S#& 1 N1 2 TRACK SHOWN 8 16-E-1�90'OUTSIDE CORNER N2 2 TRACKS OWNER REM#61SH (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
75&107-110 PRODUC C REVISED
4•INTERIOR to os2QlyMt.ftk twkk floe flotia6
5 bftKs Ac u�No /6-OLZ .off
135°
4 INTERIOR [>1'I���ate
11fp.,tko[Lrdt xt Caulout
11
7
14 ;IE4
6132 TERIOR 61
11 5LOCK PART 103 61 �L,EXTERIOR 775&t07-11 74 02 2TRA KSHOWN
DE NER
135°OUTSIDE CORNER
01 2-TRACK SHOWN
,,,6r 10707ECHNOL0%ORNEjn(T
HORIZONTAL SECTION DETAILS,CORNERS
N.VENICE,FL 34275 *me ?,;;,�,i,;.•,a.' 4;,,..^
nmwor. (94"0.1600 SERIES 670 ALUM.SGD-NON-IMPACT
aa.,.er. 1> cn°ema +�++ — HIB" _7
A.LYNN'MILLEF3,P.E.
B 02,20114CERT.OFAUTN.#78286 SGO-670 NTS 19 a 22 PGT0128 B. REN 58705
Item PGT PGT# Description Item PGT PGT# Description NOTES:
# Dw .# # Dw .# 1)ALL ALUMINUM=6063-T6
1 17,306 617306 2-TRACK HEAD 60 17325 617325 PANEL STILE
2 17303 617303 2-TRACK HEAD WITH SCREEN RAIL 61 17326 617326 PANEL STILE(HEAVY DUTY) 2)ITEMS#REN T USED
D AND
84-99,
3 17309 617309 3-TRACK HEAD 62 17327 617327 INTERLOCK ADAPTOR 121&AR ARE NOT USED AND ARE
4 17312 617312 4-TRACK HEAD 63 1225 67P248 VINYL BULB WSTP.-THIN(INSIDE INTERLOCK) NOT PART OF THIS APPROVAL.
5 17314 617314 FRAME SCREW COVER 64 1729 71729 SILL END WEATHERSTRIP PAD
6 17317 617317 FRAME HEADIJAMB SCREEN ADD-ON 65 17328 617328 INTERLOCK SCREW COVER --3)USE OF#12 OR#13 REQUIRES
7 17304 617304 2-TRACK SILL 67 17329 617329 ASTRAGAL MIN.#10 SMS OR 3/16"MASONRY
8 17301 617301 2-TRACK SILL WITH SCREEN RAIL 68 17339 617339 HEAVY DUN ASTRAGAL ANCHORS @ 24"MAX.O.C.
9 17307 617307 3-TRACK SILL 69 17324 617324 TOP&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 1-112"X 1"X314'HIGH FIN SEAL DUSTPLUGS
12 17315 617315 FRAME SILL SCREEN ADD-ON(SEE NOTE 3) 72 8153 78163X TANDEM ST.STL ROLLER ASSY.
13 17316 617316 FRAME SILL SCREEN END ADDON(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 3-7RACK JAMB 76 71032X1FPFX #1032 X 1'FL SS SCREW W/TYPE'F'TIP
17 17311 617311 4-TRACK JAMB 77 7103239 1032 STEEL ZINC U-NUT
18 17322 617322 SILL RISER-FLAT,FLUSH,1-1/2" 78 17358 617358 3/16&114'BEAD
19 17319 617319 SILL RISER-BOX FLUSH,1-112' 79 17357 617357 1'IG BEAD
20 17321 617321 SILL RISER-FLAT,LOW,2-112' _ 60 17359 617359 7116"BEAD/FOLD.PANEL CLIP
21 17318 617318 SILL RISER-BOX LOW,2-112" B2 1224 6TP247K VINYL BULB WEATHERSTRIP
22 17355 617355 SILL RISER-FLAT,MEDIUM,3-114" 83 61745 1745 LOWE INC,1l2'X 1116"SGL.SIDE ADH.TAPE,POLYETH.
23 17354 617354 SILL RISER•BOX,MEDIUM,3-114" 100 8052 48052 ROLLER ADJ.HOLE PLUG
24 17323 617323 SILL RISER-FLAT,HIGH,4' 101 72087 JAMB BUMPER
25 17320 617320 SILL RISER-BOK HIGH,4- 102 1696 71696 OUST PLUG
26 17333 617333 POCKET P-HOOK [104
8186 78186X 1'KEEPER
27 7070 67070 NEOPRENE BULB WSTP FOR P-HOOK 653 7SDKEEP SCREEN LOCK KEEPER
28 17334 617334 POCKET P-HOOK MOUNT 17344 617344 F00=D PANEL CLIP-6'LONG PRODL-CfREVISED
29 17335 617335 P-HOOK COVER 17352 617352 FIXED PANEL RETAINER-9/16' c<'npfyu'g xifh the FbtLh
30 17348 617348 POCKET P-HOOK FOR BOX RISER 1739 71739 HANDLE KIT-INTERIOR RAISED WITH THUMB TURN,USED WITH#75 0NA<eep �ceNu /6^6LZ31 17378 617378 135 CORNER 1740 71740 HANDLE KIT-RAISED EXTERIOR HANDLE,USED WITH#7532 17378 617378135 FOLD MOUNT 1731 781625N HANDLE KR-RECESSED INT.WITH THUMB TURN,USED WITH#75ITEMS 4053 ARE SCREEN PARTS: 1732 78178 HANDLE KIT-RECESSED EXTERIOR PULL,USED WITH#7540 4319 612258 SCREEN SIDE RAIL-LOCKSTILE 710X34PPSOAX#10 X 3/4"PH.PN.TEK-S.S.
41 7LOCKWGSK SCREEN LOCKSET 1235 87576 WSTP,.270 X.170-FIN SEAL
42 41818 SCREEN KEEPER SPACER SET 1712 64066 .187"X.230'FINSEAL
43 8152 68152 SCREEN INTERLOCK ADAPTER 114 71OXI16PPX #10 X 1-1/2" --
44 4428 64428 SCREEN DOUBLE INTERLOCK 115 710XPPT #10 X V
45 4317 612256 SCREEN TOP RAIL 116 720XIX #14-20 X V S.S.
48 4318 612257 SCREEN BOTTOM RAIL 117 720X1 12X #14-20 X 1-112'S.S.
47 668 7SRAZ STANDARD ROLLER 116 17336 617336 90 DEGREE CORNER RECEIVER
48 668 7SRAX STANDARD ROLLER-ST.STL. 119 17337 617337 90 DEGREE OUTSIDE CORNER ASTRAGAL
48 4344 64344 SCREEN ASTRAGAL 120 17338 6117338 90 DEGREE INSIDE CORNERASTRAGAL
50 17349 617349 OXO SCREEN ASTRAGAL ADAPTER 123 17352 617352 FIXED PANEL RETAINER 7I8'
51 1692 61692 SCREEN SPLINE-.165'
52 1694 61694 SCREEN SPLINE-.150'
53 61816020 SCREEN CLOTH
54 1725 1/2'X4'X 1116'SET.BLOCK,NEOPRENE BS+/S _ •- ''O"
55 1726 1'X XT
X 1/16"SET.BLOCK,NEOPRENE 85+15
i!'J5
10707ECHNOLODY DRIVE PARTS UST
N.VENIOE,FL81Y75 t� "''`��;;,:...,t •� ..�;'J
SERIES 670 ALUM.SGO-NON-IMPACT
a� tr.a.d tare e.i..�ee¢ ems.' — ox+otA t°'' A.LYNN MILLER,P.E.
JR D2 W14 CERT OFAUTH.129 6 ® SGD-670 NT.S' 20 d 22 PGT0128 6 P.E.#58705
s'
5.069" 8.562" --j 1.36"
-- �( 1.36"
0.080"
-! 7 '
1.872"E
1.2f 11" 1.505"
T-rFm---A -1 0.081" 1.019"
0.062"
0.081"
0.081" O2-TRACK HEAD �0 4-TRACK SILL SCREEN
(6063-T8 AL) (6063-T6 AL) ao STILE
6.198" (6063-T6 AL)
6.198" 6.520. 5.069"
0.080" 1.045"
1.211" 1.505"
1.993' 0.062"
0.081" O2-TRACK HEAD Wl SCREEN TRACK O3-TRACK SILLEl- L
(6063-T6 AL) (6063-T6 AL) to (-TRACK JAMB OTOP RAI
(6063-T6 AL) TOP RAIL
(6063-TB AL)
2-TRACK JAMB W/
7.105" 6,221^ 15 SCREEN TRACK
0.080" (6063-T6 AL) 1.36"
'211" 1.505" 10.875"
-1 1.36"
1.993"
0.081" O3 3-TRACK HEAD O 2-TRACK SILL W/SCREEN TRACK 0.062"
6063-T6 AL 0.081"
(6063-T6 AL) ( ) ae SCREEN
-m
BOTTOM RAIL
9.142" (6063-T6 AL)
4.49" 0.081"
0.080"
1" 1.505" 7.105"
PRODUC r eEvISED
.r c�rpyins wn!u.Ftuhk
O 9.141"
0.081" 6sY:eq Pods 4 4-TRACK HEAD O7 2-TRACK SILL
Accep�e.ce No/!-aC o3
Ev+.we.a.ic Cs .
(6063-T6 AL) (6063-T6 AL)
iPRA �c i
.0601.514"
1.516"0.062"00.532" 0.760"
0.060"
;�10
.990" j
{
FRAME HEAD/JAMB SCREEN FRAME SILL SCREEN FRAME SILL SCREEN
O
ADD-ON t2 ADD-ON 13 END ADD-ON 16 3-TRACK JAMB r" ...."'
(6063-T6 AL) (6063-T6 AL) (6063-T6 AL) (6063-T6 AL)
REQUIRES MIN.#10 SMS REQUIRES MIN.#10 SMS
OR 3/16"MASONRY OR 3/16"MASONRY �� 4-TRACK JAMB _ E
SEE SHEET 17 FOR SILL RISERS. ANCHORS @ 24"MAX.O.C. ANCHORS @ 24"MAX.O.C. (6063-T6 AL)
1070TECNIJOLOGYDPJVE EXTRUSIONS _,.;,p•.••''.:''
N.VEIV=FL 34775 i,,;�_'..'....
.• (941)480-1&10SERIES 670 ALUM.SGD-NON-IMPACT !
- A.LYN iLLER,P.E. '
�JRY 07!10/14 Dma CERr.OFAUM.d282� ® SG0.70 NTS 21 d 22 PGTO128 B REA 58705
f
0.718" 0.83" 3.802"
11 3.802" 2.304" 0.752 ----1���
0.752" L� LI 1 T- 0.665"
1 0.574" 0.796" Tr 1.163"I/
0.062" 0.080" J 0.062" ✓0.233" J 0.062" 1
0.264" JJJ 0.075"
6 SCREW COVER 1 t TRACK zs P-HOOK 2a ADAPTOR HOOKOUNTING 29 COVERK 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"
.155" 4"
2.30" 1.488"
0.080" _ 1.739" +1
0.830° 0.062" 1.600 0.133" 1.600 IT
1.303"
080" 1.870" 8"016" 3.125" 0.325"
974" 3.125" 0.062" f
2.44"
3t 135°CORNER O 135°FIXED MOUNT 60 STANDARD STILE st HEAVY DUTY STILE INTERLOCK INTERLOCK
(6063-T6 AL) (6063-T6 AL) (6063-T6 AL) (6063-T6 AL) s2 s5 ADAPTER SCREW COVER
(6063-T6 AL) (6063-T6 AL)
3.979" � 3.979"
4.125" -+{
1.0
50" 51.050"
1.050"
5°0.062" 040.075" 1.645" T
1.645" .29 .611 9"811
3.25" .04 045' -4-
0.1
-
0.125" 0.281"
67t.
68 69 79 STANDARD ASTRAGAL HEAVY DUTY ASTRAGAL TOPlBOTTOM RAIL GLAZING 7116"GLAZING 7e 3/16"&1/4"
(60063-T6 AL) (6063-T6 AL) (6063-T6 AL) BEAD(I.G.) e0 BEAD,FIXED GLAZING
(6063-T6 AL) PANEL CLIP BEAD
(6063-T6 AL) (6063-T6 AL) PROWF REVISED
1.003" Fmmdiaw wa��-theFl.d&
1.03" t No 1 - 6 .u3
4" Esr-mte Ke 2a2c�
0.757" r 0.080 5.621" SL,
0.050" !l e
105 FIXED 0.709"
PANEL CLIP III II 2.893" 0.133"
PANET6AL) ° 1.498" 0.133 1.498"
0.080" I
.550" �-I 0.863
4" ,. t r ..�
0.709" Ot20 FIXED PANEL 5.621" 90°INSIDE CORNER ASTRAGAL
123 RETAINER,7/8" 2 " :.` i^,
.828 ....
0.080" �I (6063-T6 AL) 119 90°OUTSIDE CORNER ASTRAGAL (6063-T6 AL)
O90°INSIDE/OUTSIDE (6063-T6 AL)
FIXED PANEL 118
RETAINER,9116" CORNER RECEIVER
toe
(6063-T6 AL) (6063-T6 AL) _
o.� � 1070TECHN0L0OYDRNE EXTRUSIONS :.; ,,;gin,.•'.may.
N VENICE,FG 39275 Tm.: •..
a SERIES 670 ALUM.SGD-NON-IMPACT ^`'!'':<'d.,'`;•'
(941)4801600
- °iv"7 ROvf A.LYNN MILLER,P.E.
W. °�°' atlB °efe' CERT.OFAVA9.N29288 ® SGD•670 NT$ 22 m 22 PGT0128 B P.E.#58705
JR 02,20114