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Product Aporovai Menu>Product or Application Search>Application List>Application Detail
r FL# FL251-
,:L.,.,I Application Type
Cade 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
Product Manufacturer PGT Industries
Address/Phone/Email rive
North Venice,FL 34275
(941)486-0100 Ext 22318
druark@pgtindustries.com
Authorized Signature ]ens Rosowski
irosowski@pgtindustries.com
Technical Representative Jens Rosowski
Address/Phone/Email 1070 Technology Drive
Nokomis,FL 34275
(941)486-0100 Ext 21140
jrosowski@pgtindustries.com
Quality Assurance Representative
Address/Phone/Email
Category =DoorsSubcategory
Compliance Method Certification Mark or Listing
Certification Agency Miami-Dade BCCO-CER
Validated By Miami-Dade BCCO-VAL
Referenced Standard and Year(of Standard) Standard Year
TAS 201,202,203 1994
Equivalence of Product Standards
Certified By
Product Approval Method Method 1 Option A
Date Submitted 03/15/2016
Date Validated 03/22/2016
Date Pending FBC Approval
Date Approved 03/22/2016
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Florida Building Code Online Page 2 of 3
Summary of Products
FL# Model,Number or Name Description
251.1 jSGD-670(Non-Impact) Aluminum Sliding Glass Door
Limits of Use Certification Agency Certificate i
Approved for use in HVHZ:Yes F1.251 227 C. CAC 15-7.Qt3,__4,pC1f j
._........ ........__.._.._..__...............
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
} Impact Resistant:No 04/07/2020
Design Pressure:N/A Installation Instructions
Other:Please see Miami-Dade County Notice of Acceptance(NOA)for FL251 R27 II 15-1013.14.odf
product performance information,anchorage details,and anchor type, Verified By:Miami-Dade BCCO-CER
size,and spacing information. Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party: i
i
251.2 SGD-670HP(Non-Impact) Aluminum Sliding Glass Door
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL251 R27 C CAC 150106:07 HP. df I
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:No 03/24/2020 i
Design Pressure:N/A Installation Instructions
Other:Please see Miami-Dade County Notice of Acceptance(NOA)for FL251 R27 11 15-0106.07 HP.ndf
product performance information,anchorage details,and anchor type, Verified By:Miami-Dade BCCO-CER
size,and spacing information. Created by Independent Third Party: #
Evaluation Reports
Created by Independent Third Party:
251.3 JSGD-680(Non-Impact) Aluminum Sliding Glass Door
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL251 R27 C CAC 15-0609.11.odf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:No 03/18/2019
Design Pressure:N/A Installation Instructions
Other:Please see Miami-Dade County Notice of Acceptance(NOA)for FL251 R27 I1 1.5-0609.11.odf j
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 i
Approved for use in HVHZ:Yes FL251 R27 C CAC 15-1013.15.ndf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date I
Impact Resistant:Yes 02/17/2020
Design Pressure:N/A Installation Instructions
Other:Please see Miami-Dade County Notice of Acceptance(NOA)for FL251 R27 1I 15-1013.15.odf
product performance information,anchorage details,and anchor type, Verified By:Miami-Dade BCCO-CER w
}size,and spacing information. Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
251.5 SGD-770HP(Large Missile Impact) WinGuard Aluminum Sliding Glass Door '
I Limits of Use Certification Agency Certificate j
Approved for use in HVHZ:Yes FL251 R27 C CAC 15-0106.08 HP LM.odr s
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 03/24/2020
Design Pressure:N/A Installation Instructions
Other:Please see Miami-Dade County Notice of Acceptance(NOA)for FL251 R27 II 15-0106.08 HP LM.odf
product performance information,anchorage details,and anchor type, Verified By:Miami-Dade BCCO-CER
size,and spacing information. Created by Independent Third Party:
Evaluation Reports
Created by independent Third Party:
251.6 SGD-770HP(Small Missile Impact) WinGuard Aluminum Sliding Glass Door
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL251 R27 C CAC 15-0106.09 HP SM.odf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date j
Impact Resistant:Yes 03/24/2020 j
Design Pressure:N/A Installation Instructions i
Other:Please see Miami-Dade County Notice of Acceptance(NOA)for FL251 R27 I: 15-0306.09 HP SM.odf !
'product performance information,anchorage details,and anchor type, Verified By:Miami-Dade BCCO-CER
size,and spacing information. Created by Independent Third Party:
1 Evaluation Reports I
Created by Independent Third Party: j
251.7 SGD-780(Impact) WinGuard Aluminum Sliding Glass Door
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL251 R27 C CAC 15-0903.09.odF
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date 11
Impact Resistant:Yes 08/02/2017
j Design Pressure:N/A Installation Instructions
Other:Please see Miami-Dade County Notice of Acceptance(NOA)for FL251 R27 II 15-0903.09.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:
251.8 SGD-2500(Non-Impact) Aluminum Sliding Glass Door
Limits of Use Certification Agency Certificate
Approved for use In HVHZ:Yes FL251 R27 C CAC 15-0609.10 DR.ndf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:No 05/22/2018
Design Pressure:N/A Installation Instructions
Other:Please see Miami-Dade County Notice of Acceptance(NOA)for FL251 R27 II 15-0609.10 CR.odf
product performance information,anchorage details,and anchor type, Verified By:Miami-Dade BCCO-CER
size,and spacing Information. Created by Independent Third Party:
1 Evaluation Reports
Created by Independent Third Party:
251.9 SGD-3030(Large Missile Impact) Architectural Systems Aluminum Sliding Glass Door
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL251 R27 C CAC 15-0612.06 L M.ndf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 02/14/2018
{
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Florida Building Code Online Page 3 of 3
Design Pressure:N/A Installation Instructions I
Other:Please see Miami-Dade County Notice of Acceptance(NOA)for FL251 R27 IT 15-0612.06 LM.odf f
product performance information,anchorage details,and anchor type, Verified By:Miami-Dade BCCO-CER
size,and spacing information. Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
251.10 SGD-3030(Small Missile Impact) Architectural Systems Aluminum Sliding Glass Door
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL251 R27 C CAC 15-0612.07 SM.rdf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 02/14/2018 i
Design Pressure:N/A Installation Instructions
Other:Please see Miami-Dade County Notice of Acceptance(NOA)for FL251 R27 IT 15-0612.07 SM.odf �
product performance information,anchorage details,and anchor type, Verified By:Miami-Dade BCCO-CER
size,and spacing Information. Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
251.11 SGD-5470(Non-Impact) Vinyl Sliding Glass Door
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL751 R<"7 j CAC 1.5-121Q f)7_pdf
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.251 R2.7 IT. 15.1210 0%n�f
product performance information,anchorage details,and anchor type, Verified By:Miami-Dade BCCO-CER
size,and spacing information. Created by Independent Third Party:
Evaluation Reports
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 FL2_SS, R27 C CAC 15-1210 01.,pdf
i Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date j
Impact Resistant:Yes 04/14/2021
Design Pressure:N/A Installation Instructions
Other:Please see Miami-Dade County Notice of Acceptance(NOA)for FI-251 R27 IT I5-1210.01.ocif
{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
ME 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
mall to this entity.Instead,contact the office by phone or by traditional mall.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 fpr 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:
cLLi
Credit Card
Safe
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MIAMI-RADE 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 PERA-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. PERA 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 ed to comply,with the Florida Building Code,
including the High Vel ' Hurricane Zone.
DESCRIPTION: Seri "SGD-670"AlumiGlass Doors w/90°& 135°corners
APPROVAL DOCUMENT:Drawing num Sliding ,titled"Series 670 H.P.
Alum SGD-Non-Impact",sheets I through 22 of 22,prepared by manufacturer,dated 02-02-14 and last revised on
10/08/15,signed and sealed by Lynn Miller,P.E.,bearing the Miami-Dade County Product Control Revision stamp
with the Notice of Acceptance nu xpiration date by the Miami-Dade County Product Control Section.
MISSILE IMPACT RAT G:None: pproved Hurricane Protection devices,complying w/FBC,as applicable
are required.
Limitations:
1. Max eight(8.)panels configuration unit is allowed,having max nominal panel size not to exceed tested height&
width per tables 1 thru 3. See sheets 6,7 and 8 for Design Pressures(DP),glass types, Sill type for Positive DP
limits,applicable Standard or Heavy Duty parts and anchorage requirements. See sheet 10 for straight configured
units and sheet 11 for corner units.Pockets&Egress requirements to be reviewed by Building official.
LABELING:Each unit shall bear a permanent label with the manufacturer's name or logo,city,state and series and
following statement: "Miami-Dade County Product Control Approved",unless otherwise noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there.has been no change
in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the
materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product,
for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section
of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the
expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done
in its entirety.
INSPECTION:A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and
shall be available for inspection at the job site at the request of the Building Official.
This NOA revises NOA#14-0123.11 and consists of this page 1 and evidence page E-1,as well as approval
document mentioned above.
The submitted documentation was reviewed by Ishaq I.Clianda,P.E.
NOA No.15-10
MIAMI-DADE COUNTY Expiration Date: Apri107,2020
Approval Date: eto er 29,2015
Page 1
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 A(former PGT0001 Rev C),titled"Series 670 H.P.Alum SGD-Non-Impact",
sheets 1 through 22 of 22,prepared by manufacturer,dated 02-02-14 and last revised on 10/08/15,signed
and sealed by Lynn Miller,P.E.
B. TESTS
1. 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 reference 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.
D. QUALITY ASSURANCE
1. Miami Dade Department of Regulatory and Economic Resources(RER).
E. MATERIAL CERTIFICATIONS
1 None.
F. STATEMENTS
1. Statement letter dated 10/08/15 of compliance to FBC 2014 (5'h Edition) and"No financial interest",
prepared by PGT, signed&sealed by Lynn Miller,P.E.
2. Letter of lab compliance,part of the above test reports.
G. OTHER
1. This NOA revises#14-0123.11,expiring April 07,2020.
2. AAMA's Technical Paper for SGD &Bi-fold doors referenced to FBC 2014 (5`h edition).
3. Test proposal dated 6/4/13 &08/12/13 approved by Jaime Gascon,P.E.
4. Test proposals No(s) 09-0177,0177-A,B &C approved by BCCO.
4. Letter of commitment dated February 20, 2014, issued by PGT, signet 4A. Ly
Mier .E
ler,
it ,P .
]6haq 1- ianda,P.E.
Product Control Examiner
NOA No.15-1013.14
Expiration Date: April 07,2020
Approval Date: October 29,2015
E-1
SERIES 670, NON-IMPACT RESISTANT SLIDING GLASS DOOR TABLE A:
0 o
Group Anchor Substrate Frame Min.Edge Min
INCLUDING POCKETS & 900/1350 CORNERS p Member Distance** Embedmer>t
conmin.2. ksl) eadIS Jam 1 B
GENERAL NOTES 1 1/4•Elco Ultmcan Ungrouted CMU,(ASTM L90) Jamb only 2-112' 1-714'
1)GLAZING TYPE OPTIONS:SEE TABLE B,THIS SHEET&GLAZING DETAILS ON SHEETS 4&5. Gro
2)DESIGN PRESSURES: Concrete(min.3.35 ke0 Heed/S1110amb 1•
A.NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E1300. 2 F114'Elco
470 s Ungrouted CMU,(ASTM C-90) Jamb only 2-712•
B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM Ell stlUJamb t
3)ANCHORAGE:THE 33-1/3%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS Concrete(min.2.85 ksl) Head/S111 t• 1-3!e
UllmconPRODUCT. MATERIALS,INCLUDING BUT NOT LIMITED TO STEEL SCREWS,THAT COME INTO CONTACT UngmutedCMU ASTM 1 Jamb onl 1WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE CURRENT FLORIDA 8 or4f0 P.T.Sculhem Plne(613=0.55) Head/Slll/Jamb 9/16' 1-318•
BUILDING CODE.FOR ANCHORAGE DETAILS SEE SHEETS 6-14. Aluminum,6083 TS' Head/SIIUJamb 318' 0.053•
4 SHUTTERS ARE REQUIRED PER FBC REQUIREMENTS,AS APPLICABLE. SMS, Steel,636 Head/SlWamb 318• 0.050•
3 (min.11 Ihmada8n) Steel Stud,A653 Or.33' HeadISIIUJamb 318' 0.0457'
5)INSTALLATION SCREWS,FRAME SPLICES,FRAME AND PANEL CORNERS TO BE SEALED WITH Concrete(min.3.275 ksl) HeadlslWemb t-1/2' 1-318'
NARROW JOINT SEALANT.
6)REFERENCES:ELCO ULTRACON,CRETEFLEX AND AGGREGATOR NOA'S,ANSI/AF&PA NDS FOR 1/4 Elco 1 B-8Gat S.S. lMgrouted CMU,(ASTM.Z K5 Jamb only 2' 1-if4'
WOOD CONSTRUCTION AND ADM,ALUMINUM DESIGN MANUAL. Agg a-Gator Grouted CMU
(ASTM c-9e,min.2 kat grout) Jamb only 2' 2'
7 THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE P.T.somhem Plne SG=0.55 Head/SIIOJamb P 1-3/e•
p.T.Southam Plne(SO=0.55) HeadI5lNJamb Bl18' 1-3!B'
CURRENT FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ). 012,steel SMS G5, Aluminum,8083.75• Head/SIIUJamb 318• 0.063•
8)DOOR SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS PER CURRENT 4 (min.11 threadsgn) Steel,A36' Headls111/Jamb 318• 0.050'
FLORIDA BUILDING CODE,AS APPLICABLE, steel Stud,A653 Or.33' riead/SIIIIJamb 316' 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 1-112"THICK.PROPERLY SECURED,1X WOOD BUCKS ARE OPTIONAL IF UNIT IS SHEET
INSTALLED DIRECTLY TO SOLID CONCRETE.WOOD BUCKS DEPICTED AS 2X ARE 1-1/2"THICK OR GREATER.1X AND 2X BUCKS GENERAL NOTES.............1
(WHEN USED)SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE.BUCK DESIGN AND INSTALLATION IS THE EXAMPLE CONFIGS..........2-3
RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD&TO BE REVIEWED BY THE BUILDING OFFICIAL. GLAZING DETAILS............4,5
4)METAL SUBSTRATE TO MEET MIN.STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO ANCHORAGE.....................6-14
BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. DESIGN PRESSURES.......6-8 PRODUC r REVISED
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 "— Cnwith tkcbawl" Florldn
MAX.1/4"THICK&3400 PSI MIN.,(DONE BY OTHERS)MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT ELEVATIONS.....................15,16 Ata}tueeNo
TO THE SUBSTRATE,AND TRANSFER SHEAR LOAD TO SUBSTRATE.IF SUBSTRATE IS WOOD,30#FELT PAPER OR MASTIC IS PANEL/SILL TYPES.........17 It* e , ozv
REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE,OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. CROSS SECTIONS............18.19
PARTS LIST.......................20
EXTRUSIONS....................2`1,22
TABLE B.SEE DETAILS ON SHEETS 4&5:
Glass Description(Listed from Exterior to Interior)
Type
_.Qi— 0016-TEP 1PERE19
01A 1/4•TEMPERED GLASS DESIGN PRESSURE RATING IMPACT RATING \\ (LYNN
RED GLASS+6/B•AIRSPACE+3/16'TEMPERED GLASS SEE TABLES 1,2113 ON NOT RATED FOR MISSILE ��'0p....••'•••.
G2A 1'I.G.:114'TEMPERED GLASS+lir AIRSPACE+114'TEMPERED GLASS SHEETS 6,7 8 e IMPACT RESISTANCE
58705
ar• m a.,trnr eiaY41C ' TA'L U-
1070 TECHNOLOGYDRIVE GENERAL NOTES AND MAP � ,: •'
N.VENICE,FL 94276 Tw �� �S \'\
mz— ,, SERIES 670 ALUM.SGD-NON-IMPACT /,5/pt ;
CONFIGURATIONS NOTES:
EXAMPLE CONFIGURATIONS 1)ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS
POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB
MAX.UNIT WIDTH MAX.UNIT WIDTH LOCATIONS USING DETAIL"Jw","Jc","Kw"OR"Kc"INSTALLATION.
EXAMPLE:4-PANEL XXXX IN POCKET(p)CONFIGURATION CAN BE
NOM.PANEL WIDTH NOM.PANEL WIDTH pXXXXp,pXXXX OR XXXXp.OXXX IN POCKET CONFIGURATION
CAN BE OXXXp.
PER TABLES 1-3 -1` _w 3 -
PER TABLES 1-3 t3 -
r
--i r i 90° 135°CORNER CONFIGURATIONS CAN BE A COMBINATION
O
I OF ANY
2 STRAIGHT CONFIGURATIONS.
I
tu-
t I Q I n
MAX.UNIT 13 !z a MAX.UNIT 3 9 / to i o a y 3)FOR NOM.PANEL WIDTH,SEE TABLES 1-3.
HEIGHT W HEIGHT "X"=OPERABLE PANEL,
PER TABLES 1-3 I PER TABLES 1.3 I
"O"=INOPERABLE PANEL,
POCKET j "p"=POCKET DETAIL LETTER
POCKET y
-1`f- _f r_ w =WOOD OR METAL INSTALLATION
1-PANEL 1 2-PANEL "d'=CONCRETE INSTALLATION
CONFIGURATIONS CONFIGURATIONS SHEET NUMBER
IT WIDTH MAX.UNIT DLO WIDTH=NOM.PANEL WIDTH-7"
DLO HEIGHT=DOOR UNIT HEIGHT-10.125'
NOM.PANEL WID c NOM.PA IDTH w c Cc
13 2 3 PANEL HEIGHT=DOOR UNIT HEIGHT-1.866"
PER TAB1-3 t 3 12 1LES P TABLES 1-3
i
I
I fl 19 9 14 1 I j
t Jw J I 1 13
1 t I c 9 19
9 c I &5 MAX.UNIT t
AX.UNIT t t4 I a°m HEIGHT
HEIGHT 1 3 9 T a w PER 1 13 9 9 t I E w
P R TABLES 1.3 TABLES 1-3Lu
POC T � m I � � � � � POCKET �
3-PANEL CONFIGURATIONS
w J 4-PANEL CONFIGURATIONS a t 3 t s
2 13
PRODUC f REVISED
MAX.UNIT WIDTH r eompbft with the Rod&
N ly
NOM.PANEL WIDTH NOM.PANEL WIDTH t st�Y�6r 4k-�
PER TABLES 1-3 pQgv
PER TABLES 1-3r'v.
13 19c j MAX.UNIT SEE
MAX.UNIT t3 9 to & HEIGHT NOTE
HEIGHT 2,THIS
PER TABLES 1-3 13 919 TABES 1-3SHEET,
T g y w EXTE1 ;; pY�`l 1.YNP!Ali���'�. ,
5-PANEL CONFIGURATIONS w P COR , . , ` '`: No.511705
(OUTSIDE CORNER SHOWN, _
INSIDE CORNER SIMILAR) :. Q g I S :'liiz
Rrntl9/. Oew R° jW l-� SfAE I' :•1/�^
f0707ECNNOLOOYORlVE EXAMPLE CONFIGURATIONS ��'� '•.,FLGRI�>P•'• �\
or an.. R"NNn4 ;�
N.VENICE,FL 34275 va
�� RMYmc SERIES 670 ALUM.SGD-NON-IMPACT ''�;'S/�IONAI-
(B41}48lYI800 wr+x+,G amw• sro.t u.Mck+ R^ A.LY{JIJMILU�F7 P.E.
°^^^�'D. a " o.� ® scoc7o NTS 2 d 22 PGTO128 A P.E.#58705
JR OZ20/14 CERT.OFAUTH.A2929G
EXAMPLE CONFIGURATIONS
MAX.TESTED UNIT WIDTH= CONFIGURATIONS NOTES:
355-7/16"@ 96"HEIGHT 1)ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS.
300-1/4'@ 129'HEIGHT POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB
NOM.PANEL WIDTH LOCATIONS USING DETAIL"JW'."Jo","Kw'OR*Kc'INSTALLATION.
PER TABLES
1-3 3 3 1 EXAMPLE:4-PANEL XXXX IN POCKET(p)CONFIGURATION CAN BE
pXXXXp,pXXXX OR XXXXp.OXXX IN POCKET CONFIGURATION
[En 11hCAN BE OXXXp.
w i
1 19
l4 1
112 2)90-$135-CORNER CONFIGURATIONS CAN BE A COMBINATION
MAX.UNIT 1 3
OF ANY 2 STRAIGHT CONFIGURATIONS.
HEIGHT, 1 V
Rg)Q3 1IS
96"OR 129' 3)FOR NOM.PANEL WIDTH,SEE TABLES 1-3.
-X'=OPERABLE PANEL,
POCKET "0"=INOPERABLE PANEL,
— I "p'=POCKET
6-PANEL CONFIGURATIONS, c
7DETAIL LETTER
MAX.UNIT WIDTH WOOD OR METAL INSTALLATION
CONCRETE INSTALLATION
3 3
NOM.PANEL WIDTH o w SHEET NUMBER
PER TABLES 1.3
11h a,% Ah tfi�kOLD WIDTH=NOM.PANEL WIDTH-7"
IQ \a7 Qv
iti9
9 V I 62N CLL 62�-. DLO HEIGHT=DOOR UNIT HEIGHT-10.125"
MAX.UNITt9 1 1s a PANEL HEIGHT DOOR UNIT HEIGHT-1.866"
HEIGHT 'Q,
PER TABLES 1-3
IL—
POCKET L
7-PANEL CONFIGURATIONS,
MAX.UNIT WIDTH PRODLIC r REVISED
a-m Oylex*0 th-FWedA
NOM.PANEL WIDTH %"Njtco&
c w Acgqw"mel�I 4
PER TABLES 1-3 1' 13 1 3 swksik"N. Z;
MAX.UNIT
HEIGHT N13 9
PER TABLES 1-3
POCKET
8
-PANEL CONFIGURATIONS —j`r————
2 13 1 3 1 3
No.613705
tSTA-LE 01:
EXAMPLE CONFIGURATIONS
N.VENIGE Fl-3427
5
r~--r
SERIES ES 670 ALUM.SGD-NON-IMPACT 8, NAX-
�
Rnr -ftft A.LYNN MILLER,'
JR 07120/14 CERT.OFAVTH.#29296 Ts 1 3 -22 PGT012B A P.E.#58705
GLAZING DETAILS (G1 &G1A)
3/16"T GLASS
A'E�)
EX
EXTERI
3/16"TEMPERED GLASS,TYPE G1
1/4"T GLASS
74
EXTERIOR 82 IPRODUCf REVISED
a �—PW.n"hk tk Ft.64
wc«stp> y
o I
3/4°NOM. 6yrwrule `/�/
GLASS t'<I. 1� .n�
78 BITE CYelnl
54
1/4"TEMPERED GLASS,TYPE GIA \.�`��� LYNA 4r/e' e%,
��'��.•'�\GENS ' F
No.58705
GLAZING NOTES: _
"T'=TEMPERED —
W Cl'_
lbMd By Ibtw• R°MeNu' OavWe .`*� fST p I�• 'ti
°-By. 1070 TECHNOLOGYDRNE GLAZING DETAILS 'i/�C�f,, �:tO,��Op,,•'�.
N.VENICE.FL 34276
7F or a� 19er1aeo rsoo SERIES 670 ALUM.SGD-NON-IMPACT S'
s.wum.e sux: sere o..`e^a n'r. A.AN MIOLLI�tiP.E.
SJR 0220/14 a s o°tw CERT.OFAUTH.A29299 ® 30DA70 NTS 4 -22 PGT0128 A P.E.N 58705
GLAZING DETAILS (G2 &G2A)
1"NOM.
3/16"T GLASS
518"AIR SPACE
3116"T GLASS
74
EXTERIOR
a83
56 3/4"NOM.
GLASS
BITE
7s
55
1'I.G.GLASS,TYPE G2
1"NOM.
1/4"T GLASS
1/2"AIR SPACE
1/4"T GLASS PRODVCf MISED
74 w ev *hs tdlh the F1m10
EXTERIOR
Cde
Aat/YKt N�IT-0 •/�•
a03 �l�letYr Drte
56 3/4"NOM.
GLASS
BITE
70
55
V I.G.GLASS,TYPE(32A ``���•' �tGENS� '•�F9
No.58705
GLAZING NOTES: — =
T"=TEMPERED �j` ''/'''..I
RM Or. MW RhAMs
Rte, 10707ECHNoioorwwE GG DETAILS
LAZIN %��"'•.,F<oRlo�.•'�G�,`
N.VENICE,
trrn"ner io.,, -7--
(811}IBO-1600 SERIES 670 ALUM.SGD-NON-IMPACT
JR 47
CERr.OFAUIH.AW296 SGD�70 NTS 5
TABLE 1: __ TABLE 1A:
Design Pressure(DP)and AnchorQUantitie6 Required,(for all approved configurations on Sheets 2$3 SIII 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 typos and DoorUn6 Height SIII Riser Height OH LENGTH f�
the Stiie/Aslrogal types shown below. 80' 84 �- 96- (Flat or Box,see (+)Design ~
-1/ o - pressure,psf x
Positive(+)OP may be limed by Sheet 17) 0
Anc orGroup Ancho Gmmup Anchororoup Anchor Group OH LENGTH �I
Table IA. 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 Flush-1-1/2' see note 3 OH RATIO= W O OH RATIO 21
DesignPrassuro +90.0/-127.1 +90.0/-120 +90.0/-110.8 +90.0/-1029 + OH HEIGHT =
x o
24' 17' Heed/Sill G+1 G+1 C4+1 G+1 C4+1 G+1 C4.1 G+1 G+1 C4+1 C4+1 G+1 C4+1 G•1 G+1 G+1 Medium-3-1/4' +60.0 0
DLO Jamb 8 8 8 B 8 8 8 B 8 8 8 8 a 8 8 8
4-
P-hook 6+7 6+7 8.7 T 8+7 7+8 7+8 7+g 7+8 7+8 1 7+8 1 7+8 1 7+8 T+8 7+8 7+8 7+8
Design Pressure +90.0/-106.3 +90.0/-100.2 +90.0/-92.2 +65.3/•85.3 SEE NOTES 1-3 SEE NOTE 3
3" 23' Head/S71 CA+1 G+1 C4+1 C4+1 C4H G*1 C4+1 G+1 G+1 GN C4+1 G+1 2
+1 2+1 C4+1 G+1
DLO Jamb 8 B 8 8 8 8 B 6 0 6 8 B B 8 B 8
P-hook 6+7 1 6+7 1 8+7 1 8+7 7+8 7+0T 7+8 7+8 7+8 7+8 7+8 7.0 7+8 1 7+0 7+8 7+6 NOTES: .
Design Prossura +90.0/-92.9 +87.3/-87.3 +60.0/•80 +73.6/-73.6 1 POSITIVE PRESSURES IN TABLE 1 ARE BASED ON THE USE OF THE 4"SILL.
36, 29' Head/Sill G+1 G+1 C4+2 G+2 GH G+1 C4+1 G+1 G+1 G+1 G+1 GN C4+1 G+1 C4N G+1 )
S DLO Jamb 8 8 8 B B 8 8 9 B 8 8 8 B 1 8 1 8 8
P4took 1 6+7 1 8+7 1 6+7 1 0+7 7+8 1 7+8 1 7+8 1 7+e 7+6 T 7+E7+e 7+6 7+8 7+8 7+B 7+0 2)WHEN USING THE 2-112"SILL,POSITIVE WATER DP IS 46.67 PSF MAX.WHEN USING
Design Pmssum +03.7/-83.7 +76.4/-76.4 +71.6/-71.6 +65.8/•65.8 THE 3-114"SILL,POSITIVE WATER DP IS 60.0 PSF MAX.WHEN USING THE 4"SILL,
m 3Y Head/siu G*2 G+2 G+2 G*2 C4+2 G+2 C4+2 G+2 C4+1 G+1 C4+2 G+2 G+1 G+1 C4+2 C4*2 POSITIVE WATER DP IS 90.0 PSF MAX(NEGATIVE PRESSURES UNCHANGED).SEE TABLE
a_ 42" DLO Jamb 8 B 8 8 B B 8 8 B 8 0 8 8 I B B 8 1A
_ P•Iwok 8+7 6+7 1 8+7 1 6+7 1+B 7+8 7+8 7+B 7+g T+8 7+8 7+8 +
+
Design Pressure +77.1/-77.1 +720/-72 +65.5/-05.5 +60.0/-60
1' Head/Sill C4+2 G+2 G+2 GI+2 G+2 G+2 G+2 G+2 c4+2 G+2 G•2 C4 2 G+2 G+2 G+2 G+2 3)4'.3-1/4"AND 2-112WATER INFILT
"SILL HEIGHTS ARE TESTED FOR RATION WHEREAS
48-
Lo Jamb B a a a e B B 6 e e 6 6 a e B THE 1-1/2"SILL IS NOT AND MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT
P4rook 6+7 6+7 6+7 6+7 7+e 7+8 7+B 7+e 7+a 7+B 7+e 7+ 1+8 7+8 7+8 7-8 REQUIRED.MAX.POSITIVE DESIGN PRESSURES SHOWN IN TABLE 1 MAY BE USED WHEN
Design Pressure +72.5/-72.5 +67.4/•67.4 +61.0/-61 +54 THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE CURRENT FLORIDA
54, 47' HeadlSill ICA+2 G+2 G+2 C4+2 G+2 G+2 G+2 G+2 G+2 G+2 C4+2 G+2 C4+2 G+2 G+2 G+2 BUILDING CODE(SEE ADJACENT DIAGRAM);THIS CONDITION IS NOT RATED FOR WATER
OLO Jamb 8 B B 0 a 8 B 8 8 a 8 8 B B B B INFILTRATION.
Phook 8+7 8+7 8*7 B+7 7+0 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8
Das'n Pressuro +69.1/ss.f +64.01-64 +57.6/57.6 +50.6/•6oll 4 SHEETS 1014 FOR ANCHORAGE SPACING,EDGE DISTANCE AND EMBEDMENT
Head/Sill 04-2G+2 C4+3 C4+3 G+2 G+2 C4+3 G+3 G+2 G*2 C4+2 G+2 C4+2 G+2 C4+2 G+2 )SEE 10-14
DLo Jambe e e s s 1 6 1 B 1 e I aa a a 6 e s a INFORMATION.
P hook 8+7 8+7 8+7 6+7 7+8 7+8 7+8 7+8 7+8 7+8 7+8 1+8 7+g 7+8 7+B 7+6
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"
8)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" - ruBVIS
a mr.pryfip wife leek
Florida
b"RilCada
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. AaeprrceNli =/_Is D/3/Y
� soak Lzj-
Interlock P-hook Lockstile @Jamb Straight Astragal Lockstile @ 90'Astragal Lockstile @ 135'Astragal Lockstile @ 11
Assembly Straight Astragal Assembly 90*Astragal Assembly 135'Astragal L
Standard Stiles Standard Stile Standard Stile Standard Stile Standard Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile
Insi e
Standard Astragal Outside C Outside Corner
Corner
� Inside
Insidelde Corner'I I Corner Outside
Corner \ `�I- My
rrrr/
Part#60(Stile) Part U61(Stile) part#119(Out.) Part 961(Stile( \����p`�VM//e ice!
Flar�161(x2) Part#60 Part#60 par[967(Astragal) Part#60 Part#118(Corner part#120(In.) Parts#31  Part#61
Receiver) I (Corn.&Fxd Mount)
'r'• No.58705 _
w.ner: owc nba- STATE
1070 TECHNOLOGYDRIVE DPANDANCHORAGE rLOH1o�.•' '
N.VENICE,FL 34276 .��
SERIES 670 ALUM.SGD-NON-IMPACT ,, S/�>/ ��_'�`
(941}480.1806
rr.r,gay.t sarr � w.rrw s.. Ar.LYN11 II,L�Rmi.
m" ® soD e7o NTS 6 -22 PG-129 A REN 58705
JR 02/20114 CERT.OFAUTH.#29298
TABLE 2: TABLE 2A:
Design Pressure(DP)and Anchor Quantities Required,(for all approved contieuratlons on Sheets 2&3) SIII Height to Max.(+)OP
For comer aslregal anclorego on DO-or 135'comer unite,ase shoot 11
(Water Infiltration Rating)
Taaa a las 1e e3 Glaaa types em Door Imn Moll
w+ W23
ea ea 979 1021-
z 1 114 120, Siil Riser Height
the SIIIelAal2gal types shown 73- 'DLO 19'01.0 7 'DLO -718'DLO -710'DL 107-7/' O 109-71' O (+)Design
below.Poskile(4)DP may be (Flat or Box,see
Ilmlled by Taee 2A. Anchor roup o roroup r roup ncr-Grorrp nc r row nc Grap ^chef 101m Sheet 17 Pressure,psf
14 t 2 3 d t 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 )
Desr Pressure +so.01-140.0 +0.0/-133. + ,o/-/z.o +790.0/-114.0 +90.0/-106.0 +90.0/-99.0 .90.01-93.0 46a0/-86.0 Flush-1-1/2' see note 3
24' m Hmdlsil G+i GN G.t G+1 G+1 GN GN G.t G+1 G+1 G+t G.1 GN GN G+t G+1 G+1 G+1 G+1 G+1 G+1 G+1 GN 2+1 GN G+1 GN GN G+1 G+1 GN G+t Low-2-1/2' +46.67
D1.o Jamb e e e e e e B e e s e e e e e B 10 m t0 10 10 to to to to 10 10 m 10 10 to to
P4-k 8+7 7+79 7+8 7+8 748 7+79 7+0 7+79 7+B 7+79 7+79 7+B 7+8 7+9 7.79 Aa 8+9 849 8+9 a. 849 B+9 B+B 848 BNO 8+10 9+10 8+10 1.75'01/1'7
9+10 8+10 Medium-3.1/4" +60.0
D0310 Preea61e +90.0/-14f.8 +90.0/-133.6 +90.0/-f22.9 +90.0/-113.8 +90.07.105.9 +90.0/-99.1 +90.0/53.1 /-87.8 High-4' +80.0
23' Heacusin CSN C5+1 C5+2 C5+2 C5+1 C6r1 C6,2 C5+2 C5+1 C5+1 CSN CSN C5+1 C5+1 C6+1 C5+1 C5+1 C5+1 C6+1 C5N GN C6N C6N C6N C5+1 C5+1 C5+1 CSN CSN C5+1 SEE NOTES 1-3
DLO Jamb e B 10 a e 8 10 B 0 B 10 0 8 B 10 8 10 10 10 10 10 10 10 10 10 10 t0 10 10 10
P-hook NB 8+9 8+9 8+9 Na 8+9 848 0+9 7+8 8+0 B+9 6+9 7+9 79+8 8+79 a+B 8+9 79+9 8+9 79+9 79+9 8+8 B+B 79+9 940 9+to B 1. 0 1. 9N0 9N0Design Prsseure +90.0/-123.9 +90.0/•116.4 +90.0/-106.7 +90.0/-98.5 +g0,0/51.4 +85.3/-85.3 +80.0/50.0 /-76.3279' HeeNSlB C6+2 C5+2 C5+2 C5+2 C5+2 C542 C5+2 C5+2 C5+2 C5+2 CS+2 C5+2 C5+1 Cb+t 0512 C6+2 CSN C5+1 C5+2 CS+2 CSN C5+t C5N CSN CSN CSN C6N C5+1 C5N C5NDLO Jamb 8 8 10 0 8 B 10 8 a 8 10 B 8 B 10 a 10 10 10 10 10 10 10 70 10 10 10 10 70 10
Rhook 7+9 6•e 79+9 8+B 740 79+8 B+B B+B 7+e 0+9 B+B B+B 7+8 8+8 949 0+0 B+B t14B B+B 8+9 8+8 8*9 79+9 79+9 9N0 9+t0 8+10 9N0 BNO 9N0
Dolan Pressum +80.0/•111.6 +90.0/-104.5 +90.0/534 +67.6/-67.8 +81.3/51.3 +75.7/•75.7 +70.8/-70.8 +66.6/56.5
42' 35' F1eed1910 Cb+2 C5+2 C542 C6+2 C5+2 C6+2 C5+2 C642 C5+2 C5.2 C5+2 C6+2 C5+2 C5+2 C5+2 CS+2 C5+2 C542 C5+2 C5+2 C5+2 C542 CS+2 C9+2 C6+1 C5+1 C5-21C5.2 C5N CSN CS+2 CS+2
DLO Jamb B 0 f0 B B 0 10 6 B 8 10 8 B B 10 8 10 10 10 10 10 10 10 IO 10 10 10 10 10 10 10 10
P-t-k 7+8 0+9 a+B 79+9 7+e 8+9 8+9 8+9 7+B 8+9 8+9 0+9 NB 8+9 B+B 79+9 9+9 B+B 8+9 79+9 8+9 8+8 8+79 8+8 8+10 BNO BNO 9N0 BNO 9+10 9NO 8+10
-E DesIgn Pressum 490.0/-102.9 +90.0/-96.0 +87.3/-87.3 +80.0/-80.0 +73.8/-73.8 +68.6/5&5 +64.0/44.0 +80.0/50.0
* 48. 41• Itamrsi9 C5,2 C5+2 CS+3 C6+J C5+2 C5+2 C6+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C9+2 C6+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 CS*2 C6+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 Crn2 DLO WIDTH=
DLO Jamb 8 8 10 B B B 10 8 B 8 10 B B 8 10 8 10 f0 f0 10 f0 10 10 iD 10 10 1D 10 70 10 1.1001,1D
P400k 7+0 8+9 79+9 6+9 7+B B+B B+B B+B 7+e e+B 8+9 B+B N8 8+8 9+8 0+9 048 s+B 79+9 A 8.9 79+9 B+B 8+79 9+10 9N0 8N0 9N0 9N0 BNO 8+10 BNp NOM.PANEL WIDTH-7"
Des19n Pressure +83.0/43.0 +77.2/-77.2 +69.8/59.8 +63.8/•63.6
64, 47' lindrsa G+2 G+2 C5+3 C5+3 G+2 G+2 C6+2 CS+M7+81
+2 C5+2DLO HEIGHTDLO Jame a eB e a e B a 8 B DOOR UNIT HEIGHT-10.125"
P4Wk a+7 TO 7+8 7+B 7+e 7+e 7+8 7+a +8 749 7+0 7+a 7+8 746 Not available In these sizes
Design Pm3sum +79.2/-79.2 +713/-73.36.0 +60.0/- 0+3 G+3 C6+3 C5+3 G+3 G+3 CS+JC5+ +3 C5+3G+2 G42 C5+ 05+2 PANEL HEIGHTJamb B e s B B B e ee e BDOOR UNIT HEIGHT-1.866'
8+7 NB 7+9 7+8 7+8 748 7+8 7+ +0. 7+8 7+8 7,79 7+8 7479
0= EXAMPLE ON SHEET 9
THE FOLLOWING STILE&ASTRAGAL TYPES SHALL BE USED FOR TABLE 2,SEE SHEETS 21&22 FOR PART DIMENSIONS AND SHEETS 18&19 FOR ASSEMBLY DETAILS.
Interlock P-hook Lockstile @Jamb Straight Astragal Lockstile @ 90'Astragal Lockstile @ 135'Astragal Lockstile @
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
Standard Astragal OutsideC Inside
,
Outside Corner
vrry 6 ;Ei�j Corner
Inside� �' ssM2J+eP.terkLi
Corner Outvsier de
Car
Inside or
.ar}k1x6.+ ,. 0
1
Part 061(Stile) Part 461(Stile) part#119(Out.} part 061(Stile) l'St"`• ,
F_ .
,
art Part#61 Part#61 part#67(Astragal) Part#61 Part#118(Corner part#120(In.) Parts#31&932 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 PRES.UNCHANGED).SEE TABLE 2A. OH LENGTH 4►-
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 w �Ot>l LYIJN,1ij/�
PROTECTED BY AN OVERHANG COMPLYING WITH THE CURRENT FBC(SEE ADJACENT DIAGRAM);THIS CONDITION IS NOT RATED FOR = of OH RATIO 2:1 �1,. '.1cENSF'•.FT
WATER INFILTRATION. = o t
4)SEE SHEETS 10-14 FOR ANCHORAGE SPACING,EDGE DISTANCE AND EMBEDMENT INFORMATION. sr r No.56105 �r
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 SEE NOTE 3 = U :� p ii tr..
8M4e1- aerte,a p"aW+c : '3 IS /11
1070TECHNOLOGYDHNE DPANDANCHORAGE ;oma.,•• �com�l>, •`�,v`
N.VENICE,0031276 SERIES 670 ALUM.SGD-NON-IMPACT ��
(811}(8(!-1800 /'141/()N/Nl
Ry.
oatr ��• e"kdfre.e - - aas4v8o- rara A.LYNN MILD P���.E.
JR oanolf4 CERT..0FAUPL618296 SGD•e7o NTS 7 s 22 PGTO128 A P.E.#59705
TABLE 3: TABLE 3A:
Design Pressure(DP)and Anchor Quantities Required,(forall approved configurations on Sheets 2&3) SIII Height to Max.(+)DP
For comer astragal anchorage on 90°or 135°comer unite,see sheet 11 (Water Infiltration Rating)
Door Unit Height Sill Riser Height OH LENGTH
Table applies to all Giese types end W 64' 90' 98. (+)Design
the Stile/Astragal types shown (Flat or Box,seg
89-7/8'DLO 73-7/8'DLO 79-7/8'DLO 85-7/8•DLO Pressure,psi
below.Posillse(+)OP may be Sheet 17) 0
Anchor Type Anchor Type Anchor Type Anchor Type
limited by Table 3A. Flush-1-112" sea note 3 W p
1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 Z O OH RATIO 2 1
Design Pressure + - +90.0/-7.33.0 + - + - Law-2-1l2' +48.87 =
24, 17' Head/Sill C4+1 C4+1 C4-+1121+1 C4+1 04+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 G1+1 C4+1 Medium-3-1/4' +60.0 0
DLO Jamb 8 B B 8 8 8 B 8 B 8 8 8 8 B 8 8 High-44 +90.0
11 P-hook 6+7 1 7+8 1 7+8 1 7+8 7+8 7+8 7+B 7+8 7+8 7+6 7+8 7+8 7+8 1 7+8 1 7+8 1 7+8 SEE NOTES 1-3
Design Pressure +90.0/-159.5 +90.0/-150.3 +90.0/-136.2 +90.0/-128
23• Head/Sill CS+2 C5+2 CB+2 C8+2 CS+2 C5+2 C8+2 C6+2 C5+1 C5+1 C0+2 C6+2 C5+1 c5+1 C6+2 C6+2 OH LENGTH
30• DLO Jamb 8 8 10 8 8 8 10 8 8 8 10 8 B B 10 8 OH RATIO=OH HEIGHT
P-hook B+9 9+10 9+10 9+t0 8+9 8+10 9+10 9+10 8+9 9+10 9+10 9+10 8+9 8+10 9+10 9+to NOTES:
Design Pressure +90.0/439.4 +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 C5+2 C5+2 C8+2 CB+2 C5+2 C5+2 CB+2 C8+2 CS+2 C5+2 C8+2 C6+2 C5+2 C5+2 C8+2 C8+2 )
DLO Jamb 8 8 10 B B a 10 8 8 8 10 8 8 1 8 10 B
P-hook 6+9 0+10 9+10 9+10 8+9 19+1019+1010+10 8+9 1 9+10 9+10 9+10 8+9 9+10 9+1019+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 +90.0/36.7 USING THE 3-1/4"SILL,POSITIVE WATER DP IS 60.0 PSF MAX.WHEN USING THE 4"
4Y 3S Head/Sill C5+2 C5+2 C6+2 C8+2 C5+2 C5+2 CB+2 CB+2 C5+2 C5+2 C6+2 C8+2 C5+2 C5+2 C8+2 C8+2 SILL,POSITIVE WATER DP IS 90.0 PSF MAX(NEGATIVE PRESSURES UNCHANGED).
a DLO Jamb 8 8 10 8 B 8 10 8 8 8 10 8 8 8 10 8 SEE TABLE 3A.
P-hook 8+9 9+10 9+10 9+10 8+9 9+10 9+10 9+10 8+9 9+10 9+10 9+10 8+819+1019+1019+10
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
48' 41' Head/Siil CS+3 C5+3 C8+3 CB+3 C5+2 C5+2 C8+3 C6+3 C5+2 C5+2 CB+2 CB+2 C5+2 C5+2 C6+2 C8+2 WHEREAS THE 1-1/2"SILL IS NOT AND MUST ONLY BE USED WHERE WATER
DLO Jamb B 1 8 1 10 1 8 B 8 10 B 8 8 10 B 8 1 8 1 10 1 8 RESISTANCE IS NOT REQUIRED.MAX.POSITIVE DESIGN PRESSURES SHOWN IN
P4=k 8+e 9+10 9+10 1 9+io 8+9 9+10 9+10 9+10 8+9 9+10 9+10 9+10 8+9 9+10 9+10 9+10 TABLE 3 MAY BE USED WHEN THE DOOR IS PROTECTED BY AN OVERHANG
Design Pressure +031-83 +77.2/-77.2 +69.8/-69.8 +62.6/-626 COMPLYING WITH THE CURRENT FLORIDA BUILDING CODE(SEE ADJACENT
54' 47' Head/S111 C4+2 I C4+2 I C5+3 I C5+3 04+2 C4+2 I C5+2 I C5+2 C+21 q1+21 C5+2 C5+2 C4+2 C4+2 C4+2 C4+2 DIAGRAM);THIS CONDITION IS NOT RATED FOR WATER INFILTRATION.
DLO Jamb B 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8
P-hook 6+7 1 7+8 1 7+8 7+8 7+8 1 7+8 1 7+8 1 7+8 7+8 7+8 1 7+8 1 7+8 7+8 1 7+8 1 7+8 1 7+8 4)SEE SHEETS 10-14 FOR ANCHORAGE SPACING,EDGE DISTANCE AND
Design Pressure +79.2/-79.2 +73.3/-73.3 +66/-66 +58/-58 EMBEDMENT INFORMATION.
63' 1 HeadlSill C4+3 C4+3 C5+3 C5+3 C4+3 C4+3 C5+3 C5+3 C4+2 1 C4+212S+3 C5+3 C4+2 C4+2 C4+2 C4+2
OLO Jamb 8 8 8 B 8 8 8 8 B B B 8 8 8 8 8
P-hook 1 6+7 1 7+e 7+8 1 7+8 7+8 1 7+8 1 7+8 1 1+8 1 7+e 7+8 7+8 7+8 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.
DUC ltLMSX0
DLO HEIGHT=DOOR UNIT HEIGHT-10.125" r�Pt7Vi +
PANEL HEIGHT=DOOR UNIT HEIGHT-1.866" AaaptreN�6ISL (D(3(t
ylerrtlM Rite G rel 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. yt -
Interlock P-hook Lockstile @ Jamb Straight Astragal Lockstile @ 90•Astragal Lockstile @ 135•Astragal Lockstile @ h4Yaf 1'rtr Crbd
Assembly Straight Astragal Assembly 90'Astragal Assembly 135'Astragal
Heavy-duty Stiles Heavy-dutyStile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile
Heavy-duty Astragal Outsidetside C Inside
Outside Corner
Corner
ETO
Inside
Inside Car Corner CorneOutsir \\\0�.. LYNN
Par[061(Stile) Part 1161(Stile)
41. �tCLN3F c'P ��
Part 1161 x2 Part U61 Part 1161 part 1161(Stile) part 061 Part N118 Corner Part 11119(Out.) parts 161&1132 Part 1161
( ) Part U68(Astragal) ( Part 8120(In.) 'r
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NO FRAME '7+8"P-HOOK ANCHORAGE CONSISTS OR
JAMB (7)P-HOOK ANCHORS, ILS,SHEET 10
SEE REQUIRED @ (PERPENDICULAR TO GLASS AX UNMA%ff SEE*C5"CLUSTER SEE'C5"CLUSTER
SPLICE SEE"C5" M H --!�k
EXTERIOR DETAILS SHEET�l REQUIRES SHEET 10 FOR INTERLOCK -- ORA GAL
NOTE, PLANE)SEE TABLE 2,SHEET 7 MAX.THIS POCKETS AND 60"NO-tNTE CLUSTER SEE 24A
SHEET
SEE POCKET (8)P-HOOK DETAILS,SHEET 11
zl:l JAMB x PANEL WIDTH x x
MOUNTING -x xx x x x x FMAX.'
INSTALLATION, ADAPTER elm ry x Nx. $ --f
HIS SHEET ANCHORS MIDWAY ,I x x
3"MAX.
&SHEET 14 BETWEEN P-HOOK 101
ANCHORS&AT 3" '.0 I 1 4 PAIRS OF
-FRAME x ANCHORS
o FROM TOP&
co ANCHORS 96. (TOTAL8
BOTTOM 14' a UNIT 21'MAX. ANCHORS
MAX.D.C.I
4.05 --t"MAX.TO OPENING o of 14"MAX.O,C. HEIGHT D.C.
EDGE OF POCKET SE It 0 0 =P-HOOK PER JAM
I AILZ�*JC&'K', jro�
INSTALLATIO 0 ANCHORS x x (SEE J B
DE 0 z DE L
END PANEL SHEET 14 M 0=P-HOOK OW)
2A"MAX. \-ANCHORAGE DETAIL 'X 3-MAX- ;U MOUNTING
ADAPTER
D.C. (2 ANCHORS) SHEET 19 iol ANCHORS
P- WMAX.
ANCHORS END P xx, x LE-) x x
ANCHORAGE x x x x END PANEL
ANCHORAGE x xx x x x 6"MAX. ANCHORAGE(SEE
(SEE SKETCH BELOW) -12- .+r SKETCH BELOW)
TCENTERLINE 8'MAX.,TYP. -12- ANCHORAGE ANCHORAGE
_OF PANEL I ANCHORAGE ANCHORAGE ANCHORAGE 2.04'
24"MAX. EXAMPLE:5-PANEL,2 TRACK,90"OUTSIDE CORNER-pXXfXXO-EXT.MOUNT POCKET ANCHORAGEI r
D.C. 160"x 96"NOM.PANELS,ANCHOR GROUP 3 IN CONCRETE SUBSTRATE(SEE TABLE 2,SHEET 7
/-6" SPLICE NOTE:
ANCHORAGE EXAMPLE NOTES: NON-STRUCTURAL
1)APPROVED ANCHORS:SEE TABLE A,SHEET I ANCHORS MAY BE ADDED
2)ANCHOR LOCATION SPACING FOR ANCHOR QUANTITIES SPECIFIED IN TABLES 1-3,SHEETS AS NEEDED TO ALIGN THE
EXTERIOR HEAD OR SILL IF A SPLICE'
60" CENTERLINE OF HEAD&SILL;8"MAX.FROM FRAME CORNERS.USE SPECIFIED CLUSTER FROM 21" OCCURS AT THE P-HOOK.
NOM. INTERLOCK APPROPRIATE TABLES,SHEETS 6-8 AT EACH INTERLOCK AND STRAIGHT AND CORNER
< MAX.
PANEL SEE"C5"CLUSTER ASTRAGAL LOCATION.PLUS SPECIFIED QUANTITY OF ADDITIONAL INTERMEDIATE
O.C.
WIDTH \-DETAILS,SHEET 10 ANCHORS PER PANEL. ADDITIONAL ANCHORS 24'O.C.MAXIMUM.
FOR INTERLOCK
ANCHORS AT THE MIDPOINT OF END PANELS ARE ONLY 5.64 PRODUC f REVISED
L '+2*ANCHORAGE REQUIRED IF THE D.C.DISTANCE TO THE NEXT ANCHOR
17-*y CLUSTER IS OVER 24',OTHERWISE ANCHORS ARE NOT A
3,5'- REQUIRED AS PER THE FIGURE AT RIGHT., 6.MAX.
-EnxN
CENTERLINE JAMBS&P-HOOKS 6"MAX.FROM BOTTOM,21-MAX.ANCHOR PAIR D.C.{JAMBS),14"MAX.ANCHOR
OF PANEL 2 O.C. (P-HOOK)UTILIZING ANCHOR QUANTITIES FROM APPROPRIATE TABLES,SHEETS 6-8. SEE I 2-TRACK
P-HOOK ANCHOR DETAILS ON SHEET 14. FRAME JAMB
REQUIRES
"+2"ANCHORAGE SEE"06"CLUSTER END PANEL ANCHOR PAIR
6"CLUSTER, CENTERLINE CENTERLINE
OF DETAILS,SHEET 10 OF ANCHORAGE
• DETAILS,
SHEET 11 INTERLOCK ASTRAGAL FOR ASTRAGAL (2 ANCHORS) 8.
• 4,0511, 1
3.61 MAX.
•
0<%j LYNN 411
0-
EXTERIOR CENTERLINE +211 ANCHORAGE--/ TERLINE N0.58705
2'ANCHORAGE--/ CENTERLINE I—OF PANEL 5
OF PANEL 3 OF PANEL 4
SEE SHEET 11 FOR OTHER INTERMEDIATE ANCHORS
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ANCHORAGE SPACING&EXAMPLE PLANS STA-I110.
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TRAGAL OR
ASTRAGAL OR {SPLICE LOCATION ASTRAGAL OR I (FOR SPLICE INTERLOCK— SPLICE LOCATION 6"DIAG. 2.04"
INTERLOCK—I IF NEEDED INTERLOCK i INTERLOCK
CONDITION,USE IF NEEDED 2.04"
CENTERLINE I CENTERLINE "C6"CLUSTER DETAIL) CENTERLINE
1.75" EXT 6"DIAG.
3.5" 7" k- 7"
1.75"
3.5" 21^
4"D AG. WDIAG. MAXERIOR
O.C. EXT2.04" 2.04" 4" 21"
5.64" MAX.
3S 7" EXTERIOR 4"DIAG. " EXTERIOR 7" O.C.
6"MAX.
2-TRACK FRAME HEAD/SILL v 2-TRACK FRAME HEAD/SILL v 2-TRACK FRAME HEAD/SILL 5.64"
(a�ASTRAGAL OR INTERLOCK Q ASTRAGAL OR INTERLOCK Co-)ASTRAGAL OR INTERLOCK �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") 6°MAX.
ANCHOR PAIR
F4-TRACK
ASTRAGAL OR SPLICE LOCATION ASTRAGAL OR (FOR SPLICE ASTRAGAL OR SPLICE LOCATION 8"DIAG. FRAME JAMB
INTERLOCK�_IF NEEDED INTERLOCK_ CONDITION,USE INTERLOCK IF NEEDED EXTERIORANCHOR PAIR
CENTERLINE I CENTERLINE I "C6"CLUSTER DETAIL) CENTERLINE 1— 3.5-
3.5"
5" 2.04"
3.5" 3.5" 7"
ANCHORS MAY BE INSTALLED
c I 21" EITHER IN THE EXT.OR INT.
2.04" 4"DIAG. MAX. TRACK(INT.SHOWN)
4.08° 4.06" 0'C'
2.04"
5.64" NOTES:
1.ALL DIMENSIONS SHOWN
EXTERIOR �., 7" EXTERIOR 7„ 4"DIAG. ExrERIOR 3.5" ARE BASED ON MIN.
�I J� 3.5" 6"MAX. ALLOWED.
3-TRACK FRAME HEAD/SILL v 3-TRACK FRAME HEAD/SILL v 3-TRACK FRAME HEAD/SILL
(a)ASTRAGAL OR INTERLOCK (a ASTRAGAL OR INTERLOCK Cat ASTRAGAL OR INTERLOCK 2.FOR HEAD OR SILL SPLICE
USE WHERE 4 CLUSTER (USE WHERE 5 CLUSTER (USE WHERE 6 CLUSTER I 3-TRACK FRAME JAMB LOCATIONS/ANCHORAGE AT
(
ANCHORS ARE REQUIRED,"C4") ANCHORS ARE REQUIRED,"C5") ANCHORS ARE REQUIRED,"C6") ANCHOR PAIR P-HOOK SEE SHEET 9.
FOR SPLICE FOR SPLICED(FOR SPLICE CONDITION,DO NOT
4
ASTRAGAL OR SPLICE LOCATION ASTRAGAL OR ASTRAGAL OR ( CONDITIONS ONLY: PRODDCf REVISED
INTERLOCK^I1F NEEDED INTERLOCK�I INTERLOCK
CENTERLINE I CENTERLINE I CONDITION,USE CENTERLINE USE THIS DETAIL) SPLICE LOCATIONwt1►16eFtor(o�
C6"CLUSTER DETAIL) IF NEEDED gaetrp �y
1.75" 35" 3.5" 7" 3.5" gpkmko p�
.
3.5"
K
2.04" 4"DIAG. 2.04 4"DIAG. 2.04"
2.04' 5.37"DIAG. 4"DIAG.
4.08"
I 2.04"
4"DIAG.
EXTERIOR EXTERIOR 7„ _� EXTERIOR 7" —► 3.5" 3.5' ;���rONV Ly
Niq�I,/�(�i��
4-TRACK FRAME HEAD/SILL 4-TRACK FRAME HEAD/SILL V 4-TRACK FRAME HEAD/SILL
(a)ASTRAGAL OR INTERLOCK (a).ASTRAGAL OR INTERLOCK (a@ ASTRAGAL OR INTERLOCK No.58705
(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 U ',a
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INSTALLATION DETAILS EMBEDMENT:SEE TABLE A,SHEET I EMBEDMENT:SEE TABLE A,SHEET 1
EDGE DISTANCE: EMBEDMENT:
c'" MIN.OF 3 THREADS BEYOND
EDGE DISTANCE: EDGE DISTANCE: THE METAL SUBSTRATE
SEE TABLE A,SHEET 1 SEE TABLE A.SHEET I SEE TABLE A,SHEET 1
EXTERIOR 2-1/16"* 2-1/161* 2-1/16"* NOTES:
114" 114" 114" 1.ALL DIMENSIONS
MAX. MAX.
MAXSHOWN E BASE
SHIM RI R
SHIM EXTERIOR 4— F SHIM ON MIN.ALARLOWED.D
EMBEDMENT: 2.METAL OR WOOD
SEE TABLE A, SUBSTRATES MAYBE
SHEET 1 USED FOR ALL FRAME
AL TYP.,
2X WOOD WOOD ANCHOR TYP- 2X WOOD WOOD ANCHOR TYP., MET SMS ANCHOR TYP., TYPES PER TABLE A,
C 0 'OTS SHEET 1.
TYP.,SEE ANCHOR SEE ANCHOR NOTES TYP.,SEE ANCHOR SEE ANCHOR NOTES SEE ANCHOR SMS
ANCHOR NOTES
NOTE 3,SHEET I &TABLE A,SHEET I NOTE 3,SHEET I &TABLE A,SHEET I NOTE 4,SHEET I &TABLE A,SHEET I
2-TRACK FRAME HEAD 3-TRACK FRAME HEAD 4-TRACK FRAME HEAD 'DIAGONAL D.C.IS
WOOD INSTALLATIONWOOD INSTALLATION METAL INSTALLATION MIN 4-(HEAD&SILL)
% 6 OR 6-(JAMB)SEE
WOOD ANCHOR TYP., 2X WOOD WOOD ANCHOR TYP„ 2X WOOD SMS ANCHOR TYP., METAL TYP., DETAILS,SHEETS 10&11,
SEE ANCHOR NOTES TYP SEE ANCHOR SEE ANCHOR NOTES TYP SEE ANCHOR SEE ANCHOR NOTES SEE ANCHOR
&TABLE A,SHEET 1 NOTE 3,SHEET 1 SEE &TABLE A,SHEET 1 NOTE 3,SHEET 1 SEE &TABLE A.SHEET I NOTE 4,SHEET I
SEE ANCHOR ANCHOR ANCHOR MIN.OF 3 THREADS BEYOND
NOTE 5.SHEET]— NOTE 5, NOTE
•
THE METAL SUBSTRATE
1(14'MAX.) SHEET� SHEET I
14-MAX.)T (114MAX')
EXTERIOR EXTERIOR
EXTERIOR EMBEDMENT:SEE
2-1/16" � 2-1/16" <D2-1116TABLE A,SHEET I
EDGE DISTANCE:
EDGE DISTANCE:
SEE TABLE A,SHEET 1 SEE EDGE DISTANCE: SEE TABLE A,SHEET I
TABLE A,SHEET 1
EMBEDMENT:SEE TABLE A,SHEET 1 EMBEDMENT:SEE TABLE A,SHEET 1
lffj�2-TRACK FRAME SILL 3-TRACK FRAME SILL -TRACK F
RAME SILL
Dw WOOD INSTALLATION Ew WOOD INSTALLATION ETAL�INSTALLATIN
EMBEDMENT.,SEE
TABLE A.SHEET 1
EDGE DISTANCE:
EMBEDMENT:SEE
SEE TABLE A, ImemplVin with tht mak
TABLE A,SHEET 1 SHEET h"asc.&
EDGE DISTANCE: Afttpl"wN
EMBEDMENT,SEE SEE TABLE A, METAL TYP., z%draloo Dolt
TABLE A,SHEET I i
SHEET SEE ANCHOR ILL ti
2X WOOD EDGE DISTANCE: NOTE 4,SHEET 1
TYP.,SEE ANCHOR SEE TABLE A, 2X WOOD
NOTE 3,SHEET I SHEET TYP.,SEE ANCHOR
— NOTE 3,SHEET 1 2-1116"*
El
1 -7 SMS ANCHOR TYP
2-1116— SEE ANCHOR NOTEg
WOOD ANCHOR TYP., 12-1116" &TABLE A,SHEET I
SEE ANCHOR NOTES t WOOD ANCHOR TYP., /--MIN.OF 3
1 1 SEE ANCHOR NOTES THREADS
&TABLE A,SHEET I
&TABLE A,S BEYOND THE
EXTERIOR EXTERIOR y
METAL L My J,/,I , ,�'I .......... ve
EXTERIOR
1/4'MAX.SHIM �I-- SUBSTRATE
A)
1/4"MAX SHIM I--
1/4"MAX. HlglL--
No.5C705
,6�E 2-TRACK FRAME JAMB 3-TRACKFRAMEJAMB 4-TRACK FRAME JAMB
_
Ko WOOD INSTALLATION Hw
WOOD INSTALLATION Iw METAL INSTALLATION
77-w ww- 1070 TECHNOLOGYMNIF I ANCHORAGE DETAILS e"-*
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INSTALLATION DETAILS EMBEDM SEE TABL , HEET 1 BEDMENT:SEE TABLE A,SHEET 1 NOTES:
EDGE DIS 6 . _ EDGE DISTANCE: 1.ALL DIM SIONS
EDGE DISTANCE:SEE
CONCRETE CONCRETE SEE LE A,SHEET 1 C RET SEE TABLE A.SHEET 1 SHOWN AR BASED
TABLE A,SHEET 1
PER TABLE ON MIN.AL OWED.
A,SHEET 1 2-1/16^• PER TABLE 2-1/16"• PER E 2-1/16"
A,SHEET 1 A SHE T 1 1/4^ `DIAGON O.C.IS
ExrERIDR i I 1 MMAX IN 4"(H AD&SILL)
a -1 SHIM OR 6"(J B)SEE
:, t
7 DD TAI ,SHEETS
EMBEDMENT: 1/4° EXT RIO L 1/4" E RIOR 1
SEE TABLE A, MAX. MAX.
SHEET 1 SHIM SHIM
PROPERLY SECURED 1X CONCRETE ANCHOR TY ., PROPERLY SECURED 1X CONCRETE ANCHOR T P., PROPERLY SECURED IX CONCRETE AN R TYP.,
WOOD BUCK TYP.,SEE SEE ANCHOR NOTES& WOOD BUCK TYP.,SEE SEE ANCHOR NOTES WOOD BUCK TYP.,SEE SEE ANCH OTES&
ANCHOR NOTE 3,SHEET 1 TABLE A,SHEET 1 ANCHOR NOTE 3,SHEET 1 TABLE A,SHEET 1 A HOR NOTE 3,SHEET 1 TAB SHEET 1
2-TRACK FRAME HEAD 3-TRACK FRAME HEAD 4-TRACK FRA
Ac CONCRETE INSTALLATION ec CONCRETE INSTALLATION Dc E INSTALLATION
CONCRETE ANCHOR TYP., PROPERLY SECURED 1X CO ETE ANCHOR TYP., ERI Y SECURED 1X CO RETE ANCHOR TYP., PRO L ECURED 1X
SEE ANCHOR NOTES& WOOD BUCK TYP.,SEE SEE A O CK TYP.,SEE SEE ANCHOR NOTES& WOOD BUC TYP.,SEE
TABLE A,SHEET 1 ANCHOR NOTE 3,SHEET 1 TABLE A ET 1 SHEET 1 TABLE A,SHEET 1 ANCHOR NOTE ,SHEET 1
SEE ANCHOR SEE ANCHOR SE CHOR
NOTE 5,SHEET NOTE 5, N E 5
1(1/4^MAX.)-L SHEET 1 SHE
T (1/4^MAX.) T 1 (1/4"M ) 1
EXTERIOR I EXTERI R II ,;' 1 EXTE I R '
a
CONCRETE
2-1/16"• 2-1/16"' 1/18 PERTABLE
EDGE DISTANCE: CONCRET EDGE DISTANCE: CONCRETE EDGE DISTANCE: A,SHEET I
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 EMBEDMENT:SEE TABLE A, ET 1
2-TRACK FRAME SILL 4a 3-TRACK FRAME SILL 4-TRACK F iLL
De CONCRETE INSTALLATION Ec CONCRETE INSTALLATION Fc TE lBYALCAI fOtd�
EMBEDMENT:SEE
TABLE A,SHEET 1
EDGE DIS TA CE:
EMBEDME SEE TABLE A, rHuilucf REVISED
TABLE A, EET SHEETI .tCeHYtyeFlo
EDGE DISTANCE: PROPE Y SECURED 'A�PVKeNo 70137013•I�/
SEE TABLE A, °r1'=�
1XW ODBUCK TYP
EMBEDMENT:SEE � .,
TABLE A,SHEET 1 —~ SHEET 1 SEE NCHOR NOTE 3, q I s�� u, .
PROPERLY SECURED EDGE DISTANCE: PROPE LY SECURED SHEET 1
1X WOOD BUCK TYP., SEE TABLE A, iX W OD BUCK TYP.,
SEE ANCHOR NOTE 3, SHEET 1 SEE CHOR NOTE 3, ONC.lCMU ANCHOR 2-1116"'
SHEET 1 SHEET 1 TYP.,SEE ANCHOR
CONC./CMU ANCHOR 2-1116"• 2-1/16"• NOTES&TABLE A,
TYP.,SEE ANCHOR CON ./CMU ANCHOR SHEET 1 CONCRETE
NOTES&TABLE A, TY .,SEE ANCHOR OR CMU
SHEET 1 CONCRETE 'NO ES&TABLE A, EXTERIOR PER TABLE Y LYNAt
ExT��EwLLOR I OR CMU EXTE IOR SHEET1 CONCRETE f1 A,SHEET1 .........4fyZe
V 114"MAX.SHIM I I� PER TABLE �( OR CMU v ��,• ��cl rls!
A,SHEET 1 �/ 4"MAX.SHIM -I I. PERT LE
A, EET 1 /4"MAX.SHIM No.587D5
2-TRACK FRAME JAMB 3-TRACK FRAME B 4-TRACK FRAM
Gc CONCRETE/CMU INSTALLATION c CONCRET INSTALLATION Ic C CMU INSTALLATION =-O
v (S
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A.LYMILLEfY��.E.
o'� "� 0�0' CERT.OFAUTH.#29M ® SGO-B70 NTS 13 d 22 PGT0128 A RE.058705
JR 01120/14
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., INFILTRATIONILLUSTRATIVE
CONC11CMU
PURPOSES ONLY.SEE
E ANCHOR NOTES
EMBEDMENT SELN4." 1
ANCHOR TYP.,SEE
TABLE A,SHEET 1 ANCHOR NOTES& TABLE A.SHEET I FOR
T
SEE TABLE A,
(ALSO SEE TYP. TABLE A,SHEET 1 ALLAPPROVED
SHEET ILLUSTRATION,SHEET 9) SUBSTRATES.
1-1/4"MIN.EDGE DISTANCE
I--Miffd L DISTANCE:SEEEXTERIOR 3.SEE TABES
TABLE ASHEET I EMBEDMENT: SHEETS 6-8 FOR
SEETABLE&I
26 OK MOUNTING REQUIRED P-HOOK
P-HO
EXTERIOR SHEET
ADAPTER CONC./CMU
AND P-HOOK
PHOOK WOOD ANCHOR TYP., MOUNTING ADAPTER
SEE ANCHOR NOTES P-HOOK • ANCHOR TYP.,SEE ANCHOR QUANTITIES.
&TABLE A,SHEET 1 CONCRETE OR ANCHOR NOTES&TABLE ALSO SEE EXAMPLE
CMU PER TABLE EMBEDMENT.SEE A,SHEET1
(ALSO SEE TYP. 2.693"MIN. TABLE A,SHEET I (ALSO SEE TYP. ON SHEET 9.
ILLUSTRATION,SHEET 9) EDGE DISTANCE A,SHEET I ILLUSTRATION,SHEET 9)
P-HOOK FOR USE WITH FLAT SILL RISERS P-HOOK FOR USE WITH FLAT SILL RISERS
PARTS#18,#20,#22 OR#24. WPARTS#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 IA,2A&3A MAY ALSO BE INSTALLED IN
FOR WATER RATINGS) INTERIOR CONDITION FOR WATER RATINGS) EXTERIOR CONDITION
METAL TYP.,
SEE ANCHOR EP-HOOK MOUNTING
P-HOOK MOUNTING CONCRETE OR EMBEDMENT:SEE ADAPTER CONC./CMU
NOTE 4,SHEET 1; EMBEDMENT:SEE ADAPTER SMS TABLE A,SHEET I ANCHOR TYP.,SEE
MIN.OF 3 THREADS TABLE A,SHEET 1 CMU PER TABLE
ANCHOR TYP.,SEE A,SHEET ANCHOR NOTES&TABLE
BEYOND THE METAL ANCHOR NOTES -A SHEET
SUBSTRATE
&TABLE A SHEET 1 (�LSOSEE TYP.
',
(ALSO SEE EMBEDMENT
TYP.
SEE TABLE A, ILLUSTRATION,SHEET 9)
ILLUSTRATION, 28
EMBEDMENT., SHEET9) SHEETI
PwDucrREvmw
SEE DISTANCE:SEE
TAB -1/4'MIN.EDGE DISTANCE
TABLE A EDG LE A,SHEET I Ampom NO
SHEETi
lk
tkte
P-HOOK SMS ANCHOR TYP., biwl;44�c--
SEE ANCHOR NOTES?,—/ EXTERIOR P-HOOK CONCJCMU EXTERIOR
ANCHOR TYP.,SEE 'Et
&TABLE A,SHEET I ti =---9L ANCHOR NOTES&TABLE
(ALSO SEE TYP.
ILLUSTRATION,SHEET 9) 2.693"MIN. A,SHEET l 2.69Y MIN.
EDGE DISTANCE (ALSO SEE TYP. EDGE DISTANCE
ILLUSTRATION,SHEET 9)
P-HOOK FOR USE WITH BOX SILL RISERS 16ih P-HOOK FOR USE WITH BOX SILL RISERS 0 111".
Kw PARTS#19,#21,#23013#25, We PARTS#19,#21.#23 y
()kk'(L
OR#26, ..- .!...
ONLY No,
METAL INSTALLATIONEXTERIOR CONCRETE INSTALLATION EXTERIOR ENSI�
(SEE TABLES IA,2A&3A MOUNT (SEE TABLES IA,9A&3A MOUNT
ONLY
FOR WATER RATINGS) FOR WATER RATINGS) '58705
'TA'
pnu 1070TECHNOLOG! TE OF Z'
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M VENICE;FL 342) 14 0 R 10
rDRn'E ANCHORAGE DETAILS
''S`SIJJVAL fir`
(941}480-16W SERIES 670 ALUM,SGD-NON-IMPACT
JR 02(20114 CERT.OFAVTH.MM PGTO128 RE.#58705
Ry. =.M 1 �TS 1 14 ,22 1
CONFIG. EXAMPLES
MAX.UNIT
WIDTH MAX.UNIT WIDTH
MAX. NOM.PANEL WIDTH
HEADER DETAIL'A', DLO TYP.PER TABLES 1-3 FLN:TERIOR
WIDTH
SHEET 18;INSTALLATION
DETAILS'AW&'Ac',� EXTERIOR
SHEETS 12&13 1
/---'
PANEL PANEL
PANEL TYPE TYPE PANEL CORNER DETAIL'N2',
TYPE OS• AS' TYPE SHEET 19&CORNER
p, W ANCHORAGE SHEET 11
NOM. MAX.UNIT
MAX. USEE
PANEL / MAX HEIGHT INTERLOCK DETAIL
PANELWIDTH TYP. / DLO PER 'M',SHEET 19
HEIGHTPER HEIGHT TABLES EXTERIOR INTERIOR
TABLES 1-3 1-3
X b18;AINSTALLATION DETAIMB DETAIL'GT LS
X X X Gw'&'Gc',SHEETS 12&13
9,
SILL DETAIL-D-,SHEET 18;
INSTALLATION DETAILS EXAMPLE: 90° INSIDE CORNER,4 PANELS-XX/XX
'DW&'Dc',SHEETS 12&13
SILICONE
BY OTHERS
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 1-112" PH SMS PRODucr REVISED
PH SMS r"plyinwith the FlorbU
w"*%Co"
Aeeepana Na /O/ •/t'/
PANEL CORNER FRAME CORNER
DETAIL DETAIL
' hull„
NOTES: \��pNY Ll'hlq
1)SEE SHEET 17 FOR INDIVIDUAL PANEL CONFIGURATIONS AS APPLICABLE,SEE DP/ANCHOR TABLES,SHEETS 6.8 FOR MAX. p�,•' t IGF:NS�;.•!Fp
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. _ plc•68705 } '_
3)PLEASE SEE APPLICABLE ASTRAGAL&INTERLOCK COMBINATIONS PER DP/ANCHOR TABLES. _
a' `,
new M. D k n.we,.: omt ��
Rem: 1070 TECHNCLOOYORNE ANCHORAGE DETAILS/EXAMPLE ELEVATIO '.,<`S,�•.co,�,n�,..•'��
N.VENICE FL 94176 Ter ��i71/QN/\(
, ff 4, n SERIES 670 ALUM.SGD-NON-IMPACT i,,
(841}d80-1800 A.' AYLER,P.E.
as BY. ws: aod:.e aro: ® sof1670 NTS 15 1 22 PGTO128 A P.E.f158705
JR 07/20/14 CERT.OFAU7H.g19Y9B
CONFIG. EXAMPLES INTERLOCK DETAIL FOR ALL DETAILS ON THIS SHEET,SEE NOTES ON SHEET 15
SHEET 19 OPERABLE JAMB DETAIL'G3',SHEET 18;
':i'T,—INSTALLATION DETAILS'Gv/VGc'.SHEETS 12&13
XED JAMB DETAIL'G2', ASTRAGAL HEADER DETAILA',SHEET HEADER DETAIL W,SHEET 18; MAX•
SHEET 18;INSTALLATION DETAILS'Ll'& 18;INSTALLATION DETAILS INSTALLATION DETAILS'Aw'&'Ac', DLO JAMB DETAVGT,SHEET
' 7
DETAILS'Gw'&'Gc', L2,SHEET 19 'Aw'VAc%SHEETS 12&13 'SHEETS 12&13 WIDTa-- /-18;INSTALLATION DETAILS
SHEETS 12&13TYP. 'Gw'&'Gc',SHEETS 12&13
EXTE tIOR INTERIOR
TYPE TYPE TYPE TYPE PANEL PANEL
V TYPE PANEL PANEL TYPE INTERLOCK DETAIL
P'R' V
PANEL PANEL PANEL PANEL TYPE
IN TYPE TYP VSHEET 19
MAX. ICS, 'LIS K'
NOM, UNIT MAX.
/Y h h UNIT 90*OUTSIDE CORNER
f/ PANEL HEIGHT SILL DETAIL NOM. HEIGHT DETAIL'Nl',SHEET 19&
MAX WIDTH TYP, PER .0%SHEET PANEL PER CORNER ANCHORAGE
DLO PER SEE TABLES 18; MAX. WIDTH TYP. //l SEE TABLES SHEET
11
TABLES 1-3 NOTE 2�- 1-3 INSTALL DLO PER NOTE 2. 1-3 ITEERIEQM
HEIGHT SHEET 15 DETAILS HEIGHT TABLES 1-3 SHEET 15
'Dw,VIDIV, EXTERIOR
j
312 o x x SHEETS a NOM,PANEL
& xx WIDTH TYP.
L x x PER TABLES
SEE FRAME&i MAX.UNIT WIDTH MAX UNIT WIDTH 1-3
PANEL CORNER ILL DETAILV.SHEET 18; MAX.UNIT WIDTH
CONSTRUCTION EXAMPLE:OXXX s INSTALLATION DETAILS
DETAILS SHEET 15 (2-TRACK) 'Dw'VDc',SHEETS 12&13 EXAMPLE:90*OUTSIDE CORNER-XX/XX(2-TRACK)
ASTRAGAL DETAILS'Ll'& INTERLOCK DETAILV,SHEET 19 JAMB DETAIL'Il-,SHEET 18;
L2,SHEET 19 INSTALLATION DETAILS'IW&
INTERLOCK DETAILV SHEET 19 'Id,SHEETS 12&13-\
HEADER DETAIL
JAMB DETAIL'H2',SHEET P-HOOK DETAILV&�'W,SHEET V,SHEET 18;
'
(I, / " �
1
18;INSTALLATION DETAILS19;INSTALLATION DETAILSJd, INSTALLATION JAMBDETAl 121,SHEET I8INSTALLATION HEADER DETAILV,SHEET
HW&*Hc*,SHEETS 12&13 Je,XV&We,SHEET 14 DETAILS'BW&'Bd, DEAILS'v &le,SHEETS 12
&13 INSTALLATION NSTALLATION DETAILS
"
SHEETS 12&13 'Cw''&'Cc',SHEETS 12&13
�
MAX.UNIT WIDTH MAX.UNIT WIDTH
.................
'PANEL PANEL
PANEL PANEL i PANEL 'PANEL PANEL PANEL A ft W�—Nle
D 1:]-�4/"l
TYPE TYPE TYPE TYPE TYPE TYPE TYPE TYPE
-R- M. 'F- -F P.
VdCm
MAX.UNIT NOM. MAX
NOM. UNIT
HEIGHT PANEL /y PANEL HEIGHT
/y WIDTH TYP. h
PER WIDTH TYP, PER
TABLES MAX. SEE PER TABLES
1-3 DLO TABLES 1-3 SEE MAX, PER
HEIGHT NOTE 2;- --NOTE 2. DLO TABLES 1-3 1-3
SHEET 15 j SHEET 15 HEIGHT
<3 �a
Lx
U 1
X x X. x x 0
alaf
0 '
�L= Or LYNA
EXAMPLE:OXXXp SILL DETAIL'E',SHEET 18;-/ EXAMPLE:XXX0 SILL DETAIL'I".'SHEET 18; No.58705
(3-TRACK—RIGHT POCKET) INSTALLATION DETAILS
(4-TRACK,BY-PASS) INSTALLATION DETAILS
EW VEc',SHEETS 12&13 FW&Fe.SHEETS 12&13 Er
RONWa N
7
1070 7ECHNOLOOYDRIM EXAMPLE ELEVATIONS
M VENICE,Ft 34276 0 • STATIZ OF 76 -6 -
(940480-1600 SERIES 670 ALUM.SGD
NON-IMPACT ACT�
A. N MILLt P.E.JR CERr.OFAUTH#29296 SGIM70 NTS 1622 PGTO128 �A
P.E.#58705
f
PANEL'S RIGHT STILE TYPE
PANEL SINGLE SINGLE FIXED LOCKSTILE ASTRAGAL ASTRAGAL ASTRAGAL ASTRAGAL INT CORNER EXT CORNER EXT CORNER INT CORNER EXTCORNER EXTCORNER INTCORNER
INTERLOCK INTERLOCK STILE W/HANDLE BOX OUT BOX IN BOX OUT BO%IN 90 ILOCKSTILE 90 LOCKSTILE 90 RECEIVER W RECEIVER 35 RECEIVER 35 RECEIVER
90 RECEIVER
W/HANDLE W/HANDLE WI HANDLE Wl HANDLE WI HANDLE WI HANDLE WI HANDLE WI HANDLE
TYPES our IN � #116 #116 #31 #st
—� L� #120 #11A1 #1181 #8 #61 #61
I
SIOUTE F PP K �axoun L TR TQ TC TA TV TW
INTERLOCK
SINGLE
INTERLOCK C SA SV SW
IN (eoxour (eoxw)
FIXEDRR R S S
STILE = FD FC FV FW
�� �oxo� (eoxw)
LOCKSTILE D A/� J J
WIHANDLE II/I (snrd7U (eoxw)
w ASTRAGAL „sQ / R PANEL NOTES:
L
a BOX OUT L�JL��'
WI HANDLE reaxoun 1 1.SEE DP TABLES 1-3,SHEETS 8-8 FOR PANEL
ASTRAGALSIZES&DESIGN PRESSURE.
w BOX IN LEFT Q INTERIOR RIGHT 2.PANEL TYPES NOT SHOWN OR CROSSED OFF
W/HANDLE (eoxe,7 PANEL PANEL ARE NOT REQUIRED FOR ANY CONFIGURATIONS
ASTRAGAL � T U STILEEXTERIOR STILE AND ARE NOT AVAILABLE.
BOX OUT ��� re U 3.90°ASTRAGALS TO USE HEAVY-DUTY STILES
PANEL"E"SHOWN.SEE TABLE FOR OTHER PANEL TYPES AND EXTERIOR
CORNER RECEIVER(#118)AND EITHER
LL ASTRAGAL T U EXTERIOR(#119)OR INTERIOR(#120)CORNER
LLI BOX IN APPLICABLE STILE/ASTRAGAL REQUIREMENTS, ASTRAGALS.
(eoxw) eoxu0
—1 4.135*ASTRAGALS TO USE HEAVY-DUTY STILES
INT CORNER RT Cl
90 LOCKSTILE (#61)AND CORNER ADDON(#31).
J W/HANDLE#120 232"
w SILL RISERS OPTIONS 232" ---1h~
Z 90 LOCKSTILE
Q T Q^ �f
90 LOCKSTILE JJ 232' EXTERIOR
Q W/HANDLE#119 232' f~ EXTERIOR .062"
n- EXT CORNER A T ^^ EXTEOR f l� EXTERIOR (� .062'
90 RECEIVER /V" /C a .062" `r 4.055"
WI HANDLE #116 2 5�. 3.305° FRODUC f REVISED
r mrDlll04 wkw Iw.Flet"
INT CORNER#61 ::
I 1.567062' 1 �'*n C�
90 RECEIVER• A T AS DF .� J. Atetq►re No 0,
Wl HANDLE 118 Err lhlt
9116 SILL RISER FLAT• SILL RISER,FLAT SILL RISER,FLAT SILL RISER,FLAT
EXTCORNER CF 18°FLUSH,1-1/2" 29 LOW,2-1/2" 22 MEDIUM,3-1/4" 24 HIGH,4" CMhet
90 RECEIVER.
#61
EXT CORNER #31 750" �I �- .750'
135 RECEIVER VT VS VFEXTERIOR
W/HANDLE #61 50" EXTERIOR062"EXTERIOR :2,7
INT CORNER 31 —�f ,906' '062" 4.055"
35 RECEIVER WT WS WF .062'
WIHANDLE �/� 3.301161002"1.587" _ 1 I� 1�ON( LY1LV 41/�
J ���.•'•LCENS CF i
SILL RISER,BOXI' SILL RISER,BOX SILL RISER,BOX SILL RISER,BOX
19"FLUSH,1-1/2" 21 LOW,2-112° 23 MEDIUM,3-1/4" 25 HIGH,4" 7No.58705
t
NOT VALID FOR WATER INFILTRATION RESISTANCE REQUIREMENTS,SEE SHEETS 6-8 ;;A l a IS
%U STArE F /[7
name)- ar. naemr �� (C� CORIDP.•'•\�:
f070TECHNOLOOYDRIVE PANEL TYPES • '� �• �`:�
N.VENICE,FL 31776 itlSC •'•••••• ,\(•0`�
maer �11121tll .
(801}4H0.,gppSERIES 670 ALUM.SGD-NON-IMPACT �i !UPI/tl..A.LyWMILL'`R`P.E.
CERi CFAUM.A28296 - S06G70 NTS 17 d22pJR
ASSEMBLY DETAILS
(SEE SHEETS 12-14 FOR FOR INSTALLATION DETAILS)
g 4•INTERIOR gt 113 118
*ill
28 7
30
27 63 11 113
60 OR 61 62 111 63 60 OR 61
29 65
14 65 I-'I 515 y EXTERIOR 111 62 90°
v EXTERIOR
P-HOOK FOR FLAT SILLS P-HOOK FOR BOX SILLS EXTERIOR INTERIOR EXTERIOR
(EXT.OR INT.MOUNT) ®K EXT.MOUNT ONLY INTERIOR
a 90° a
103 LOCK PART 103 LOCK PART LOCK PART 60 OR 61
75 6 107-110 75 8 107-11 61 75&107-110 5
INTERLOCK
14
113
60 60TEXTERIOIR
81
EXTERIOR 113 113 113 103 119 EXTERIOR 7
67Zia STANDARD ASTRAGAL#67 6`E`1�HEAVY-DUTY 68
6E,)90'INSIDE
TY
L1 WITH STANDARD STILES#60 L2 WITH HEAVY-DUTY STILES#61 N1 2 TRACK SHOWN CORNER N2 2-TRACKS OWNER 'ITEM#H WN,ITEM#60
STILE)SHOWN,ITEM#60
EXTERIOR BOX ASTRAGAL SHOWN EXTERIOR BOX ASTRAGAL SHOWN (STANDARD STILE)ALSO
(BOX-OUT)MAY ALSO BE INSTALLED (BOX-OUT)MAY ALSO BE INSTALLED APPLICABLE,SEE TABLES
TOWARDS INTERIOR(BOX-IN) TOWARDS INTERIOR(BOX-IN) 1-3,SHEETS 6-8 FOR DP
(PSF)ASSOCIATED WITH
.•4 INTERIOR _ STILES.
31
•�INTERIOR 75 g jD7 RT 11 PRODUCE REVISE
w—PlyMerilh the FlorWh
5
135° 5 ph0a No IS=l0/ ✓S�
INTERIOR Q��r4Wo al°
IL
r�►aa enrol
1t
7
136°
14 5 61 32
61 103
32\ EXTERIOR 61
11 5
111111
81o9R1NV 6 31 103 st JZ EXTERIOR 14 7 135°INSIDE CORNER ��oI:�NN7o7i�7'i,
�\// Oz 2-TRACK SHOWN �.r .• SIC EN,?"
E 135°OUTSIDE CORNER
01 2-TRACK SHOWN 1.. No.58705
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R, om R. ' 1070TECRNOLOGYDRrvE HORIZONTAL SECTION DETAILS,CORNERS �. sTnr-or-
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N.VENICE,FL 34276 nr �(i�_; <ORIOP.••'G\�
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u.nn oY an A.LYNN}.(I����,P.E.
JR 02120114 CERT.OFAUTR.#28296 SOD-670
NTS 19 a 22 PGTO128 A P.E.N 58705
Item PGT Item PGT NOTES:
# Dw .# PGT# Description # Dw .# PGT# Description 1)ALL ALUMINUM=6063-T6
1 17306 617306 2-TRACK HEAD QUANEX/TRUSEAL DURASEAL SPACER(COMPOSITE
2 17303 617303 2-7RACK HEAD WITH SCREEN RAIL 56 SEALANDDESSICANT)or CARDINAL XL EDGE SPACER 2)ITEMS#33-39,57-59,66,81,84-99,
3 17309 617309 3-TRACK HEAD 60 17325 617325 PANEL STILE 121&122 ARE NOT USED AND ARE
4 17312 617312 4-TRACK HEAD 61 17328 617328 PANEL STILE(HEAVY DUTY) NOT PART OF THIS APPROVAL.
5 17314 817314 FRAME SCREW COVER 62 77327 817327 INTERLOCK ADAPTOR 3)USE OF#12 OR#13 REQUIRES
6 17317 617317 FRAME HEAD/JAMB SCREEN ADD-ON 63 1225 STP248 VINYL BULB WSTP.-THIN(INSIDE INTERLOCK) MIN.#10 SMS OR 3116"MASONRY
7 17304 617304 2-TRACK SILL 64 1729 71729 SILL END WEATHERSTRIP PAD ANCHORS Q 24"MAX.O.C.
8 17301 617301 2-TRACK SILL WITH SCREEN RAIL 65 17328 617328 INTERLOCK SCREW COVER
9 17307 617307 3-TRACK SILL 67 17329 617329 ASTRAGAL
10 17310 617310 4-TRACK SILL Be 17339 617339 HEAVY DUTY ASTRAGAL
11 17313 617313 FRAME SILL TRACK INSERT 69 17324 817324 TOP 8 BOTTOM RAIL
12 17315 617315 FRAME SILL SCREEN ADD-ON(SEE NOTE 3) 70 17350 417350 WEATHERSTRIP EXTENSION(INJECTION MOLDED)
13 17316 617316 FRAME SILL SCREEN END ADD-ON(SEE NOTE 3) 71 1695 71695 1412'X 1'X314'HIGH FIN SEAL DUST PLUGS
14 17305 617305 2-TRACK JAMB 72 1 8153 1 78153X TANDEM ST.STL ROLLER ASSY.
15 17302 617302 2-TRACK JAMB WITH SCREEN RAIL 73 1 8153 1 78153N TANDEM NYLON ROLLER ASSY.
16 17308 81730813-TRACK JAMB 74 SILICONE DOW-899,DOW-995 OR 0E-7700
17 17311 617311 4-TRACK JAMB 75 8185 78185X GEMINI MORTICE 3-PLY DUAL LOCK W/LONG TRIM PLATE
18 17322 617322 ISILL RISER-FLAT,FLUSH,1-112' 76 71032X1FPFX 010-32 X V FL SS SCREW WI TYPE'F'TIP
19 1 17319 617319 SILL RISER-BOX FLUSH,1-1/2' 77 7103239 10-32 STEEL ZINC U•NUT
20 17321 617321 SILL RISER-FLAT,LOW,2-1/2' 78 17358 817358 3116 8 1/4'BEAD
21 17318 617318 BILL RISER-BOX,LOW,2-112" 79 17357 617357 V IG BEAD
22 17355 617355 SILL RISER.FLAT,MEDIUM.3-1/4' 8o 17359 617359 7116'BEAD I FDED PANEL CLIP
23 77354 617354 SILL RISER•BOX MEDIUM,3-114' B2 1224 6TP247K VINYL BULB WEATHERSTRIP
ILL RI
24 17323 617323 SSER-FLAT,HIGH,4' 83 61745 1745 LOWE INC,112'X 1116'SGL.SIDE ADH.TAPE,POLYETH.
25 17320 617320 SILL RISER-BOX HIGH,4- 100 8052 48052 ROLLER ADJ.HOLE PLUG
26 17333 617333 POCKET P-HOOK 101 72087 JAMB BUMPER
27 7070 67070 NEOPRENE BULB WSTP FOR P-HOOK 102 1698 71696 DUST PLUG
28 17334 617334 POCKETP-HOOK MOUNT 103 8186 78166X 1'KEEPER
29 17335 617335 P-HOOK COVER 104 653 78DKEEP SCREEN LOCK KEEPER
30 17348 617348 POCKET P-HOOK FOR BOX RISER 105 17344 617344 FIXED PANEL CLIP-6'LONG
31. 17376 617376 135 CORNER 106 17352 017352 FIXED PANEL RETAINER-9116'
32 17378 617378 135 FRED MOUNT 107 1739 71739 HANDLE KIT-INTERIOR RAISED WITH THUMB TURN,USED WITH#75
ITEMS 4053 ARE SCREEN PARTS: 108 1740 71740 HANDLE KIT-RAISED EXTERIOR HANDLE,USED WITH#75
40 4319 612258 SCREEN SIDE RAIL-LOCKSTILE 109 1731 781628N HANDLE KIT-RECESSED INT WITH THUMB TURN,USED WITH#75 VRODUC r REVISED
41 7LOCKWGSK SCREEN LOCKSET 110 1732 78178 HANDLE KIT-RECESSED EXTERIOR PULL,USED WITH#75 -.—Plr1o4 r11b 14e no'w
42 41818 SCREEN KEEPER SPACER SET 111 71OX34PPSDAX#10 X 3/4'PH.PN.TEK-S.S. 6".2 Cad.
43 8152 68152 SCREEN INTERLOCK ADAPTER 112 1235 67516 WSTP,.270 X.170-FIN SEAL AacegNm Ne I. '101 ✓L/
44 4428 84428 SCREEN DOUBLE INTERLOCK 113 1712 64088 .187'X.230'FINSEAL 6Nfr Dik
45 4317 612256 SCREEN TOP RAIL 114 710X115PPX #10 X 1-712' h K�
Crnot
46 4318 612257 SCREEN BOTTOM RAIL 115 710XPPT #10 X 1'
47 668 7SRAZ STANDARD ROLLER 116 720XIX #14-20 X 1'S.S.
48 68B 7SRAX STANDARD ROLLER-ST.SIL. 117 72OX112X #14-20 X 1-1/2'S.S.
49 4344 64344 SCREEN ASTRAGAL 118 17336 617336 90 DEGREE CORNER RECEIVER
50 17349 617349 OXO SCREEN ASTRAGAL ADAPTER 119 17337 617337 90 DEGREE OUTSIDE CORNER ASTRAGAL
51 1692 01692 SCREEN SPLINE-.165' 120 17338 6117338 90 DEGREE INSIDE CORNER ASTRAGAL
52 1694 61694 SCREEN SPLINE-.150' 123 77352 617352 FIXED PANEL RETAINER,718' I l I I I I I I
53 6181SC20 SCREEN CLOTH gV.I)N�.�YNN M/(e''.
54 1726 1/2'X4'X 1/16'SET.BLOCK,NEOPRENE 65+15 /
:.• L1c-NSF ..F�
55 1726 1'X4'X 1116'SET.BLOCK.NEOPRENE 65+IS
No.50705 '"
y-
o STAT D: .',4(,
10 TEC PARTS LIST c�` •••'?OR191*.•-'
N.VENIC, FL 4276 lS�1OfVAI_ N.
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JJ 10 8/15 A� ADDED CARDINAL XL EDGE e.rwae e� — A-ft "^ A.LYNN UIUA�P.E.
°r D� 5 wa ® SZD.7o NTS 20 22 PGT012B A P.E.#58705
JR 02W14 CERT.OFAUTH.!29288
5.069"
8.562" -- 1.36' 1.36"
0.080"
- 1.872"
1.505"
1.211" 1.019
0.081" "
J. 0.062"
0.081" tO2-TRACK HEAD to 4-TRACK SILL 0.081" SCREEN I
(6063-T6 AL) (6063-T6 AL) 4u STILE
6.198" (6063-T6 AL)
6.198" 6.526"
5.069"
0.080" -T
T -I• (+-- 1.045"
1.211. 1.505'
1.993" 0.062"
0.081" O8 3-TRACK SILL
O2 2-TRACK HEAD W/SCREEN TRACK SCREEN
(6063-T6 AL) (6063-T6 AL) 74 (6063-T6 AL)MB 45 TOP RAIL
(6063-T6 AL)
2-TRACK JAMB W/ -
7.105" 6.221" - 1-1 SCREEN TRACK
0.080" (6063-T6 AL) �( 1.36" I�
0.875"
1.211"
1.36" I�-
1.993"
0.081" t 0.062"
O3 3-TRACK HEAD O 2-TRACK SILL Wt TRACK 0.081"
(6063-T6 AL) (6063-T6 AL) 45 SCREEN
OBOTTOM RAIL,
T m
(6063-T6 AL)
9.142" 0.081"
4.49"
0.080"
71211„ 4l 1.5105" 7.105"
y + a enx.pl,hfi wllh the Fl Ids
_J. JJ.. bawin cC k
0.081" 9.141"
qO4-TRACK HEAD 7O2-TRACK SILL AaeWn<No
6y�t{me Oo1s
(6063-T6 AL) (6063-T6 AL)
-� bp�FpWk lotlaelCottleal
0.060"
0.062" ]-II
0.532" 0.760"
1.260"
y 0.060" 1.516" �1.990tilllll l
e FRAME HEADIJAMB SCREEN O FRAME SILL SCREEN FRAME SILL SCREEN �.\�rpl `..... .j(
O79 ADD-ON 72 ADD-0N END ADD-ON to 3-TRACK JAMB �' •,• ,)CEN
(6063-T6 AL) (6063-T6 AL) (6063-T6 AL) (6063-T6 AL)
No.58705
REQUIRES MIN.#10 SMS REQUIRES MIN.#10 SMS 17 4-TRACK JAMB
OR 3/16"MASONRY OR 3116"MASONRY (6063-T6 AL)
SEE SHEET 17 FOR SILL RISERS. ANCHORS @ 24'MAX.O.C. ANCHORS @ 24"MAX.O.C.
eat: STATE OF '
EXTRUSIONS ���;•r<ORIO F`.•'�G\
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SERIES
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0.718" 0.83" 2.304" 3.802"
3.802" � 0.752" -r{ �-
0.752" LI 1.163"� 0.885"
0.574" 0.796"
C-�F-
0.062" 0.080" 0.062" J 0.062"
0.264" 0.075" 0.233"
FRAME SILL P-HOOK MOUNTING P-HOOK SCREW 3o P-HOOK FOR BOX RISER
OO SCREW COVER IS
TRACK 2e P-HOOK 2s ADAPTOR 29 COVER 0.080"
(6063-T6 AL) (6063-T6 AL) (8083-T6 AL) (6063-T6 AL) (6063-T6 AL) (6063-T6 AL)
4"
155" M4'2.30" 1.488" 1.739"0.080' 1.303 "0.830" 00 0.133" 1.600 0.062" 1.888"
.080" 1.870" 0.3251.974" 4� 3.125" 0.062"
- 2.44"
INTERLOCK INTERLOCK
31 32 so 135°CORNER 135°FIXED MOUNT STANDARD STILE st HEAVY DUTY STILE 62 s5
(6063-T6 AL) (6063-T6 AL) (6063.76 AL) (6063-T6 AL) ADAPTER SCREW COVER
(6063-T6 AL) (6063-T6 AL)
3.979" � 3.979"
4.125"
I I 1 .LLLJJ1 -
0.062" 1.304" 1.050"��1.050" 1.050"
0.075" 1.645" 0.075" 1.645" � .289"
.04 .611" �l 849'
I .045^UHL-7-2 -.I�
0.125"" 0.281" F. 3.25" 04
8el 6s s9 STANDARD ASTRAGAL HEAVY DUTY ASTRAGAL TOP/BOTTOM RAIL 79 GLAZING 80 7/16"GLAZING , 3/16"&1/4"
(6083-T6 AL) (6063-T6 AL) (6063-T6 AL) O BEAD I.G. BEAD,FIXED GLAZING
(6063-T6 AL) PANEL CLIP BE 7 M-
(6063-T6
(6063-T6 AL) (6063-T8 AL) PRoouct REVISED
u mr.W]I•Y.Itb rY.F7or1Y
1.003" immoic." �•b� /y
-� 1.03" AMPI.ImN./ .
R.pkMM.D.te AO2o20
4' 5.621" U r 4_
0.757" 0.080 �I NisaJ lyla =Ic.*hd
0.050"
105 FIXED 0.709" 0.133"
PANEL CLIP To.
2.893" 0.133" 1.498"
(6063-T6 AL) 1.498"
0.080"
.550" 863 Ll(�_
�- 4" Ilnulr
0.709" 123 FIXED PANEL 5.621" 1zo(60 INSIDE CORNER ASTRAGAL ��1\=ON�.�yfgv,
ORETAINER,7/8" O
2.826' 6083-T6 AL �.•' ICcNg F
0.080" ---IES- J (8063-T6 AL) 119 90°OUTSIDE CORNER ASTRAGAL ( ) E '•. P
FIXED PANEL 118 `
90°INSIDE/OUTSIDE (6063-T6 AL) No.58705 '
toe RETAINER,9/16" CORNER RECEIVER �
(6063-T6 AL) (6063-T6 AL) _A•.C[O�j (s :.� h
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JR 0220/14 CERT.OFAU7N.X28288