HomeMy WebLinkAboutProduct Approval (2) Florida Building Code Online Page 1 of 3
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Product Aoorovai Menu>Product or Aoolicatlon Search>A Nation 'o ic@tion Detail
() � FL# FL251-R27
„ Application Type Revision
Code Version 2014
Application Status Approved
*A y DBPR.Approvals by DBPR shall be reviewed and ratified by the POC
and/or the Commission if necessary.
Comments
Archived
Product Manufacturer PGT Industries PtL;'-��
Address/Phone/Email 1070 Technoiog 34275 APR 11
(941)486-0100 Ext 22318
druarkOnatindustries.com PER;i I TwG
St Lucie Cou.
Authorized Signature lens Rosowski `'tyr FL
jrosowski@pgtindustries.com
Technical Representative
Address/Phone/Email 1070 Technology Drive
Nokomis,FL 34275
(941)486-0100 Ext 21140
jrosowski@pgtindustries.com
Quality Assurance Representative
Address/Phone/Email
` Category Exterior Doors
Subcategory Sliding Exterior Door Assemblies
Compliance Method Certification Mark or Listing
Certification Agency Miami-Dade BCCO-CER
Validated By Miami-Dade BCCO-VAL
Referenced Standard and Year(of Standard) Standard Year
TAS 201,202,203 1994
Equivalence of Product Standards
Certified By
Product Approval Method Method 1 Option A
Date Submitted 03/15/2016
Date Validated 03/22/2016
Date Pending FBC Approval
Date Approved 03/22/2016
http://www.floridabuilding.or'g/pr/pr_app_dti-aspx?param=wGEVXQwtDgsEt2PTand5bm5... 4/9/2016
Florida Building Code Online Page 2 of 3
Summary of Products
FL# odel,Number or Name Description
251.1 SGD-670(Non-Impact) Aluminum Sliding Glass Door
Limits of UseCertification Agency Certificate
Approved for use in H FL251_R27 C CAC 15-1QL _i4.pcif
Approved for use outside HVHZ:Yes tl'n's
ty Assuranc ntract Expiration Date
Impact Resistant:No
Design Pressure:N/A llation Instructions
Other:Pleasesee Miami-Dade County Notice of Acceptance(NOA) r 1. R27 I; 15 G7.3.14.odfproduct performance information,anchorage details,and anchor type, ied By:Miami-D - ER I
size,and spacing information. Create y Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
251.2 JSGD 7 P(Non-Im Aluminum Sliding Glass Door
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Y El 251 R77 C car- 15-01Q6.07 HP.odf
Approved for use outside HVHZ:Yes Quality Assurance ract Expiration Date
Impact Resistant:No 03/24/2020
Design Pressure:N/A In on Instructio
Other:Please see Miami-Dade County Notice of Acceptance(NOA)for FL251
product performance information,anchorage details,and anchor type, erified By:Mia ade BCCO-
size,and spacing information. Cre it Party:
Evaluation Reports
Created by Independent Third Party:
251.3 SGD-680(Non-Impact) Aluminum Sliding Glass Door
Limits of Use Y Certification Agency Certificate
Approved for use in HVHZ:Yes FL251 R27 C CAC 15-0609.11.pdf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:No 03/18/2019
Design Pressure:N/A Installation Instructions j
Other:Please see Miami-Dade County Notice of Acceptance(NOA)for FL251 227 11 15-0609.11.0dF
product performance information,anchorage details,and anchor type, Verified By:Miami-Dade BCCO-CER
size,and spacing information. Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
251.4 JSGD-770(Large Missile Impact) WinGuard Aluminum Sliding Glass Door
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL251 R27 C CAC 15-1013.15.odf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date f
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 II 15-1013.15.udf
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 SGD-770HP(Large Missile Impact) WinGuard Aluminum Sliding Glass Door
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL251 R27 C CAC 15-0106.08 HP LM.odf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 03/24/2020
Design Pressure:N/A Installation Instructions
Other:Please see Miami-Dade County Notice of Acceptance(NOA)for FL251 R27 II 15-0106.08 HP 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:
251.6770HP(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.od`
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 P27 I1 15-0106 09 HP SM.ndf
product performance information,anchorage details,and anchor type, Verified By:Miami-Dade BCCO-CER
size,and spacing information. Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
251.7 JSGD-780(Impact) WinGuard Aluminum Sliding Glass Door
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL251 R27 C CAC 15-0903.09.udf
I Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 08/02/2017
Design Pressure:N/A Installation Instructions
Other:Please see Miami-Dade County Notice of Acceptance(NOA)for FL251 R27 I7 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.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 R27 IT 15-0609.10 DR.ndf
product performance information,anchorage details,and anchor type, Verified By:Miami-Dade BCCO-CER
size,and spacing information. Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
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 i M.odf 1
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=wGEV XQwtDgsEt2PTand5 bm5... 4/9/2016
Florida Building Code Online Page 3 of 3
Design Pressure:N/A Installation Instructions
Other:Please see Miami-Dade County Notice of Acceptance(NOA)for FL251 R27 it 15-0612.06 LM.Ddf 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:
Evaluation Reports
Created by Independent Third Party:
251.10 SGD-3030(Small Missile Impact) Architectural Systems Aluminum Sliding Glass Door
Limits of Use Certification Agency Certificate
Approved for use In HVHZ:Yes FL251 R27 C CAC 15-0612.07 SM.ndf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date I
Impact Resistant:Yes 02/14/2018
Design Pressure:N/A Installation Instructions
Other:Please see Miami-Dade County Notice of Acceptance(NOA)for FL251 R27 Ii 15-0612.07 SM.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:
251.11 SGD-5470(Non-Impact) Vinyl Sliding Glass Door G
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes ELZO, R.27 C CAC 15-121C. 7�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(NCA)for FL251 217 II 15-1130 02.�df
product performance information,anchorage details,and anchor type, Verified By:Miami-Dade BCCO-CER
size,and spacing information. Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
251.12 SGD-5570(Large Missile Impact) Vinyl Sliding Glass Door
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL2.51R27 C CAC 1S-1210.01.Odf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 04/14/2021
Design Pressure:N/A Installation Instructions
Other:Please see Miami-Dade County Notice of Acceptance(NOA)for FL.251 R27 IT 15-1210.0I.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: I
....................................... .....
.......... .................__........................................_._..__.............................................._. _..__.._.a
s ;
Contact Us::1940 North Monroe Street,Tallahassee FL 32399 Phone:850-487-1824
The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement
Under Florida law,email addresses are public records.If you do not want your e-mail address released In response to a public-records request,do not send electronic
mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.-Pursuant to Section 455.275
(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The
emalls 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:
soCurih'at}csuc�s
A Yr
http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsEt2PTand5 bm5... 4/9/2016
MIAMDAIDE 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 herein and has been designed to complywith the Florida Building Code,
including the High Velocirrcane Zone. ,
DESCRIPTION: Series GD 67011 Aluminum Sliding Glass Doors w/90°& 135°corners-NI
APPROVAL DOCUMENT:Drawing o.PGTO128 Rev (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.,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 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.Chanda,P.E.
A No.15-1
MIAMI•DADECDUNTY xpiration Date: April 07,2020
APP
Z�tls Pagel
I
cof
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 (5th 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(5th 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, Signe b A Ly it er,P.E.
� � '� �e
haq I. anda,P.E. T
Product Control Examiner
NOA No.15-1013.14
Expiration Date: April 07,2020
Approval Date: October 29,2015
E-1
�
Glass
|
EXAMPLE CONFIGURATIONS CONFIGURATIONS NOTES:
1)ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS
POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB
MAX.UNIT WIDTH MAX.UNIT WIDTH LOCATIONS USING DETAIL-JW,'Je',`Kve OR-Kc-INSTALLATION.
EXAMPLE:4-PANEL XXXX IN POCKET(p)CONFIGURATION CAN BE
NOM.PANEL WIDTH w NOM.PANEL WIDTH pXXXXp,pXXXX OR XXXXp,OXXX IN POCKET CONFIGURATION
PER TABLES 13 1-V-1 3j PER TABLES 1-3 CAN BE OXXXp.
2)90-&135°CORNER CONFIGURATIONS CAN BE A COMBINATION
ills —i i
OF ANY 2 STRAIGHT CONFIGURATIONS,
111 1
91 MAX.UNIT /j-wv-Jc
yah
MAX 11 NOM.PANEL WIDTH,SEE TABLES 1-3.3)FOR
HEIGHT
i w PER TABLES 1-3 HEIGHT PER TABLES 1-3 { �w 'X`-OPERABLE PANEL,
"0'-INOPERABLE PANEL,
p =POCKET
POCKET POCKET F—DETAIL LETTER
-11, --1 '�"W*=WOOD OR METAL INSTALLATION
i.-PANEL 2-PANEL "e=CONCRETE INSTALLATION
CONFIGURATIONS CONFIGURATIONS SHEET NUMBER
MAX.UNIT WIDTH
MAX.UNIT WIDTH DLO WIDTH=NOM.PANEL WIDTH-7"
NOM.PANEL WIDTH NOM.PANEL WIDTH w DLO HEIGHT=DOOR UNIT HEIGHT-10.125"
PER TABLES 1-3 PER TABLES 1-3 PANEL HEIGHT=DOOR UNIT HEIGHT-1.866"
4-w"�J' t 13 9 4 1
MAX.UNIT MAX.UNIT 4 1
I.ImS
laaQ
HEIGHT HEIGHT 9 1 13 t
PER TABLES 1-3 I PER
TABLES 1-3 j h
-5c
K6
w POCKET
N aS
=771
3-PANEL CONFIGURATEION! 4-PANEL CONFIGURATIONS PRODucrREVISED
.ETH MAX.UNITWIDTH r*com"*k8*Ifh thke R.
bwavc.&
NOM.PANEL WIDTHtA-w\�Ac .�Qg NOM.PANEL WIDTH Qw V-Aa'\ Azq&mptwwe"* I y
1 13 m
PER TABLES 1-3 PER TABLES 1-3
3
—J
CL2)L- c
VIDT 14 MAX,UNIT SEE
MAX.UNIT HEIGHT
o OTE
HEIGHT
PER 2.THIS
PER TABLES 1-3 TABLES 1-3 SHEET.
au e YNN
POCKET "13
XP......
ENS$
CONFIGURATIONS
TVP. No.58705
(OUTSIDE CORNER SHOWN,
INSIDE CORNER SIMILAR)
Id t;
TA C
0�11 IA 1��1! 41'1
1070T ICH EXAMPLE CONFIGURATIONS N.VENICE,FL 34275 LORW
mw Rftb-. .........
SERIES 670 ALUM.SGD-NON-IMP) "��IONAV-
�Bxl — — D-v wpr A.L4WMIULIWP'.E.
7- I NTS1 2 -22
-HR OWW14 CERT.OFAUTH.r29M SGO410 -j
GLAZING DETAILS (G1 &G1A)
3/16"T GLASS
74
EXTERIOR 82
a
314"NOM,
GLASS
7e
BITE
EXTERIOR
54
3116"TEMPERED GLASS,TYPE G1
1/4'T GLA
74
EXTERIOR 82 WRODUC 1 REVISED
a atto1pb{ey with the Flarf&
scuk
e > atm-logy
314°NOM. 6gilWutOtle—�{-
GLASS ICA ( �
78 BITE
54
1/4"TEMPERED GLASS,TYPE G1A
No.58705 _
GLAZING NOTES:
"T'=TEMPERED 0 g �S U'
�STA •.Z�:
".�.a. f0707ECHN0LD0YDRNEFff.
GLAZING DETAILS
'tea' , rtoetio�•''
N.VEMCE,FL 34776rwc �i, 9 ......... VN
i
1&M8a
SERIES 670 ALUM.SGD-NON-IMPACT
1 eoo //
cwx aiadm nerd s rMwwe au,c arwe - x.r. A.LYRE A 58705 P.E.
JR 0720/14 CERT OFAUTH.#28266 90D-070 NTS 4 d 22 PGT0128 A P.E.q 58705
GLAZING DETAILS (G2 & G2A)
1"NOM.
3/16"T GLASS
5/8"AIR SPACE
3/16'T GLASS
74
EXTERIOR
a83
66 3/4"NOM.
GLASS
BITE
79
55
1"I.G.GLASS,TYPE G2
1"NOM.
1/4"T GLASS
1/2"AIR SPACE
1/4"T GLASS PRODKf REVISED
74 rcome P( pwlth the Fm
EXTERIOR AeetpYee H�IT-6
a83 L�}IntiM.Date
56 3/4"NOM.
GLASS
BITE
79
55 LYNN 41/((�'�i�.
1"I.G.GLASS,TYPE G2A 0•''�GENSt '•.FP
_ No.58705
GLAZING NOTES: — /± -
T"=TEMPERED 0 : CA
F"n4Bp. Wfe: RM ' b"vlMx i�O �"ls,wig •:•���
�R7 1070TECHNOLOOrDRIYF GLAZING DETAILSN.VENICE,094275 rsr:SERIES 670 ALUM.SGD-N0N-IMPACT '/s'S/ONgL(811)!861600 e.+t' '1W41A)WEM."EJCERT OFAV7H.M28288 SOD�70 NTS' 5 d 2PPOT0128 A P.E.p50705
JR 07!20/
TABLE 1: TABLE 1A:
Design Pressure(DP)and AnchorQuantifies Required,(for all approved configurations on Sheets 2&3) Silt Height to Max,i DP
For comer astragal anchorage on 90'or 135+comer units,see sheet 11 (Water Infiltration Rating)
Table applies to all Glass typos and - Doc it Height SIII Riser Height t
-F
the Stls/Asiragat types shown below. W' 90' 6' (+)Design OH LENGTH f-�-
o (Flat or Box,see
PosttNe(+)Ta may be limited by Pressure,psf
Table IA. AnchorGroup chor mup Anchor roup AnchorGroup Sheet 17) L0
OH LENGTH tr
1 2 3 4 i 2 3 4 t 2 3 4 t 2 3 4 Flush-1-112' see note 3 OH RATIO=ON HEIGHTLu
Cr� OH RATIO z t
Des nPrsssure +90,0/-127.1 +90.0/-120 +90M7+8
0/-110.8 +90.0/-1029 Low-2-1/2° +48.67 y a
24' 17' Hasd7Stt4 Cd+t C4+t Gd+1 C4+t C4+t C4-1 C4+t C4+1 +t C4+1 C4+1 C4+1 C4+t C4+i Medium-3-1141 +60.0 O
DLO Jamb 8 6 0 8 8 8 8 s 8 8 8 9 6 High-4" +90.0
P-took et7 s+7 6*7 8*7 7+ti 7+8 7+8 7+8 0 7+8 7+8 7+8 7+8 7+8Design Pressure +90.0/-106.3 +90.0/-100,2 .2 +85.3/.85.3 SEE NOTES 1-3 SEE NOTE 3
23' Head(S91 C4+t 04tt C4+1 04+1 C4+t C4+t C4+i 04+1 +1 C4+1 C4+t C4+t C4+S C4+1
DLo Jamb 8 0 0 6 8 8 8 8 a 0 0 BP-hook 6+7 6+7 6+7 6+7 7+8 7+8 7+8 7+8 0 7+8 T+8 7+8 7+8 1 7+8 NOTES.,
Des nFrei +90.0/-92.9 +87.3/-67.3 +80.0/•80 +73.8/-73.8
36" 29" HeadlSill C4+1 C4+1 04+2 C4+zC4+1 Ca+1 c4+/ c1+t C4+1 cA+t c4+1 C4+1 C4+t c4+1 c4+t C4+1 1)POSITIVE PRESSURES IN TABLE 1 ARE BASED ON THE USE OF THE 4"SILL.
$ DLO Jamb 8e 8 8 6 8 8 6 6 0 8 6 a 8 B 8
3 P-hook 6+7 8+7 8+7 6*7 7+8 7+8 7+8 7+8 7+8 7+8 7+e 7+8 7+8 7+9 7+8 7+8 2)WHEN USING THE 2-1/2"SILL,POSITIVE WATER DP IS 46.67 PSF MAX.WHEN USING
m
Design Pressure +83,7/.83,7 +78.41-76.4 +71.61-71.6 +65.8/-65.6 THE 3.114'SILL,POSITIVE WATER DP 1S 60.0 PSF MAX.WHEN USING THE 4"SILL,
a. 42" L Jamb amb H6 8 B 8 8 8 8 8 B adlalll CQ+2 CQ*2 C4*2 C4+2 C4t2 C4+2 C4+2 C4+2 C4+1104+1 C4+2 C4+
t1L2 CAN C4+1 C4*2 C4+2 POSITIVE WATER DP IS 90.0 PSF MAX(NEGATIVE PRESSURES UNCHANGED).SEE TABLE
_ a 8 8 8 8 a 8 1A.
g P•haok 6+7 8+7 8+7 8+7 7+8 7+0 7+8 7+8 7+8 7+8 7+8 7+8 7+0 7+B 7+8 7+8
E Lbs'nPMSSUM +T71J->7.t +7201-72 +65.51-65.5 +&101-60
41"
How
C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 CA+2 3)4'.3-1/4'AND 2-1/2"SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS
Oto Jamb a 8 e a ALL
8 e e 8 8 0 B e 8 8 THE 1-112"SILL IS NOT AND MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT
P-hook 8+7 6+7 5+7 8+7 7+8 7+8 7+9 7+0 7+a1 7+0 1 7+e 7+9 7+e 7 7+0 7+a REQUIRED.MAX.POSITIVE DESIGN PRESSURES SHOWN IN TABLE 1 MAY BE USED WHEN
Lbs'nPressure +7251-725 +67.41.87.4 +67.0/8t +54.714.7 THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE CURRENT FLORIDA
47' Headlsel C4+2 I C4+2 C4+2 04+2 C4+2 C4+2 C4+2 04+2 c4+2 G+2 C4+2 C4+2 C4+2 C4+2 C4+2 04+2 BUILDING CODE(SEE ADJACENT DIAGRAM);THIS CONDITION IS NOT RATED FOR WATER
OLD a s a 6 a a a a a a s 8 a a a a tNFILTRATION,
P-hook 6+7 0+7 6*7 0+7 7+8 7+8 7+8 7+0 7+0 7+87+67+8 7+B 7+8 7+8 7+6
Lbs'n Pressure +69.11.69.1 +6£01-64 +5781-57.6 +50.61.50.6
00, 53" HaadIS01 C4+2 C4+2 I r,4+3104+3 C4+2 C4+2 C4*3 C4+3C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 G4+2 4)SEE SHEETS 10-14 FOR ANCHORAGE SPACING,EDGE DISTANCE AND EMBEDMENT
DLO Jamb a s a e s s 6 a 8 I 0 I a 1 a s I a I a 1 s INFORMATION.
Phook
6+716+7 1 6+7 1 6+7 7+8 7+8 7+8 7+6 7+8 7+8 7+8 7+8 7+8 7+a 7+0 7+0
FOR EXAMPLE ON USING TABLE,SEE SHEET 7. 6)DOOR SIZE TO COMPLY WITH CURRENT FBG EGRESS REQUIREMENTS WHEN
DLO WIDTH=NOM.PANEL WIDTH-7"
REQUIRED.
DLO HEIGHT=DOOR UNIT HEIGHT-14.125" 6)JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY,DIVIDE BY 2 FOR PAIRS TO
BE INSTALLED.
P /RODDCrtt£VISED
EL HEIGHT=DOOR UNIT HEIGHT-1.866" ieo.pt7itgwiti�File"
tWNn�Ctdt
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. £i� 'r�3./y
Interlock P-hook Lockstile @ lamb Straight Astragal LockstiSe @ 90"Astragal Lockstile @ 135'Astragal locksti)e @ I !j
Assembly Straight Astragal Assembly 90°Astragal Assembly 135"Astragat
Standard Stiles Standard Stile Standard Stile Standard Stile Standard Stile Heavy-dutySHle Heavy-dutyStlle Heavy-duty Stile Heavy-duty Stile
Standard Astragal Outside CornerOutside Inside
Corner Corrie
Inside_
Inside-Co-me-711Carrier Outside
Corner \�tt rlrr
Part#60(Stile) Part 961(Stile) Part#119(Out.) Part#62(Stile) �``��j�S{LYNM kif/�pit!
Part#60{x2) Part 060 Part#60 Part#67(Astragal) Part#60 Part 4118(Corner Part#120(in.) Parts 031  Part#61 4�•,•• %CCNS�r'•.Fn �f
Receiver) (Corn•&Fxd Mount)
yr' No.58705
wheat oxo nnrez O L`7 $ iS ,.
Mowwwmr 10707ECNNOLOGY1vi ;DP AND ANCHORAGE c STATCO ..._.4fl
N.VENICE,FL 84276 rrt r
1941}4ao 169p SERIES 670 ALUM.SGD-NON-IMPACT
er. caro: aroma 0.r.: ® t.+wume euwmr.e un+vw ao- A�LVNty' 4LFR'd.�.
JR 02170114 CERroFAt7rlL,ra9299 so.,v NTS 6 -22 POT012B A P.E#ss7os
TABLE 2: TABLE 2A:
Design Pressure(DP)and Anchor Quantities Required,(for all approved configurations on Sheets 2&3) SIII Height to Max.(+)DP
For comer asmoal enchorego on DO'or 135•comer units,See stool 11
(Water Infiltration Kellog)
Unl
rase epP6es 1e an G1...aa typos em re B4. 90* Door I Haight g 1021 114• 1 5111 Riser Height
the SUINAslragal typos shorm 68.71 0 - 73•I•DLO 7 la•ol.o •DLo -71e•DLO -Ira•of 103-7/8'DLO fo9.7r• o (+)Design
War..Posdho(+)DP may be (Flat or Box,see
umiled by Table 2A. x 3 1 Archer mop AnelorarouP c roreup nc arOmup nc r r«4, nb Droop Anc roup Sheet 17) Pressure,pot
1 2 3 4 1 2 3 4 1 2 3 4 t 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4
Dear ressure +90. /-140.0 + /-133.0 490.0/-122.0 .90.0/-11+l I 49oo/-foe.o +90.0/99.0 +90.0 310 +Bao/ .o Flush-1-1/2' see note 3
2a 1r ign pfau G•1 G+1 G+1 G+1 G+1 GN G+1 G+1 G+1 G+1 GN G+1 G+1 G+1 G+1 G+1 G.1 G.f G+1 G+1 G+1 G+1 G+1 GN G+1 G+1 0441 G.1 G+f G.1 GN G+1 Low-2-1/2' +46.67
DLO '.. e e e e e e a e e s e B a e e a 10 10 io 10 10 10 tD tD 10 to w 1a 10 to w 10 M
P.hook 6+7 1 7+8 1 7+8 1 7+8 7+8 1 7+6 7+8 7+81 745 1 7481 7+81 740 7+8 AB 7.8 7+0 0+9 e+9 8.9 ..B 8+9 0.9 8+9 8+8 9+10 9+10 9+10 8+10 9N0 9+10 9x10 Br10 -
Dosl9nPrsssum +90.0/441.8 +90.01.133.6 +90.0/-122.9 +90.0/-1118 +90.01.105.9 +90.0/-99.1 49o•o/-93.1 +87.8/-87.8 High-4'
30, 23• Heod1sl0 C5+1 c6+1 C8n C6+2 C5+1 c5+1 c5+2cs+z cs+t C6+t C5+1 cs+t c6+1 cs+1 c6+1 c5+1 c641 cs+t cs+1 cs+1 cz+1 cs.t c5+1 cs+1 c5.1 cs+t C5tiCSN C5N N CSC5+1 C's, SEE NOTES 1-3
oLo Jamb e a 10 e e 1 e 10 e s 1 a 1 10 1 e e 1 a 10 a 1 10 1 to 1 10 1 to 10 10 10 to 10 1 10 1 10 1 10 10 10 1 1D to
Paco% 7+8 5+9 5+9 8+9 7+8 B." 8+9 8.9 7+8 1 8+9 1 8+9 1 0+9 7+ 11+B 8.9 6+9 1 B+9 8+9 8.9 8.9 T 8+9 9+10 I 8+10 I 9N0 0+10 9+10 8+10 8+10 WoDoava Pressum +90.0/-123.9 .90.0/416.4 +90.0/-106.7 +90.0/-98.5 it .90.0/31.4 +85.3/-85.3 480.0/-80.0 +75.3/-75.3
29' Head/SW C6+2 C5+2 C6+2 Cyn C5+2 C5+2 CS•2 C5+2 C5+2 CS+2 C5+2 C5 C5+1105+1105.2 C6+2 CS 1 CSN C5+2 Cbn CSN CSN C5N CSN C5N CSN C6N C5N CSN C5N C6.1 C5N
DLO Jamb 8 8 10 8 8 8 10 6 e 0 10 8 8 10 8 10 10 10 1D 10 10 f0 10 iD 10 10 10 10 10 10
P ho k 7+8 B+B B+9 8+0 7+8 0+9 8+8 6+9 Ne 8+8 6.9 6 7+8 8+9 8+9 11+8 6.9 B+B 8+e 8.9 8+9 a+9 9+9 9+10 9+10 8+10 9+10 BNO BNO 9N0 9+10
Desl9n Pressum +50.0/-111.6 +90.0/-104.8 +90.0/35.4 +81.3/-81.3 +75.7/-75.7 +70.8/-70.8 +665/-66.5
42* 35• HesdiSlD C6+2 C6+2 C5+2 C6+2 C5+2 C5+2 C5+2 C5+2 CS+2 CS+2 C8+2 q5.+2 C6+2 C5+2 CS+2 C5+2 05+2 C5+2 C5+2 C5+2 C6+2 C542 C5.2 CS+2 C5N CBN C5+2 C5+2 C6N C5N CSn C5.2
DLO Jamb 8 8 f0 9 8 8 1
0 5 e 8 10 0 8 B 10 t0 10 10 10 10 10 10 10 10 10 10 1
0 1
0 10 10
Paook 7+e B+9 849 0+9 7+e 8+9 8.9 8+9 7+8 a+9 8+9 8+9 7 6+ 0+9 6+91
+9 0+9 6+0 8+8 6.B 0.9 9N0 BNO 9N0 9N0 BND 9+10 9+10 9N0
Melon Press" +90.0/-102.9 +90.0/-96.0 •87.3/-87.3 + .0/-80.0 +73.8/-73.8 +6B,e/-68.B .64.0/-64.0 +80.0/•60.0
be r tteamsle can cs.z cs+3 C5.3 cs+2 cs.z can CSn 05+z cs+2 c5+z cs+ 2612 Cs.z CB+2 CS+z cs. cs.z cs.z cs.z cs+z Den C5+z C6+z C5+z C5+z Cyn cs+2 c3+z c5+2 cs.z cs+z DLO WIDTH=
O Jamb a B f0 8 B B 10 8 e 6 10 B 8 10 6 f0 10 10 10 10 10 10 10 10 10 10 10 1
0 f0 10
P4oek 7+8 8+9 B+B 8.9 7+0 B+B 8+9 0+9 7+e 8+0 8+8 619 748 8+9 a+9 +9 8+9 a+9 8+0 8+9 8+9 8+9 8+9 8+10 9N0 BNO 9N0 BNO 9ND BNs 0+10 NOM.PANEL WIDTH-7"
Design Pressure +83.0/33.0 +71.2/-77.2 +69.6/-69.8 -
64, 47• naadrsu C1+2 G+2 C5+3 C5+3 G+2 G+2 C5+2 C5+2 G+2 G+2 CSn C5+2 G+2 Gn C6+2 C5.2 DLO HEIGHT=
DLo Jamb a e e e 5 a e e e e B e e e s e DOOR UNIT HEIGHT-10.125"
Paaok 6+7 7+e 748 7+8 7+8 7+B 7+e 7+a 7+6 I 7+a 748 748 7.B 7+e 7+a Not available In these sizes
Design Pmseum +79.2/-70.2 +713/-73.3 +66.0/38.0 460.0/• .0
sw 53• tlead/S15 G.3 G+3 C5+3 C6+3 G+3 G+3 C6+3 C5+3 G+2 G+2 C5+3 C5+3 G+2 G+2 C5+ CS+2 PANEL HEIGHT=
DLo Jamb a e e e a e e e e B e e n e e a DOOR UNIT HEIGHT-1.866'
Paook 6+7 7+8 7.8 NB 7+e 7+8 7+e 7+e 7+8 Na 7.8 7+8 7.0 7+8 7+B 7.8
O= 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-duty5t)le Heavy-duty Stile Heavy-duty Stile Heavy-dutyStlle Heavy-duty Stile Heavy-duty Stile
Standard Astragal
Inside
8 Outside Corner,, Outside Corner
t�`-I�f��l CornerW'�� J� ' CiD9�1[9 kEV6SYft
a.� :Sl' '7�FiSi 11.l toteftt'7il
CoInsro Outside t 15._-1013/y
Inside Cor 6V I Corner .4aplilx?n, p..!.f���0
Part 961(Stile) Part 961(Stile) Part#319(Out.) Part 1161(Stile) : `'S�`• \• ��k�'�'
Part#61(x2) Part 1761 Part 461 Part 967(Astragal) Part 1761 Part#118(Corner Part#120(in.) Parts 931&932 Part 961
Receiver) (Corn.&Fxd Mount)
NOTES:
1)POSITIVE PRESSURES IN TABLE 2 ARE BASED ON THE USE OF THE 4"SILL.
2)WHEN USING THE 2-1/2'SILL,POSITIVE WATER DP IS 46.67 PSF MAX.WHEN USING THE 3-1/4"SILL,POSITIVE WATER DP IS 60.0 PSF MAX.
WHEN USING THE 4"SILL,POSITIVE WATER DP IS 90.0 PSF MAX(NEGATIVE PRES.UNCHANGED),SEE TABLE 2A. OH LENGTH �-
3)4",3.1/4"AND 2-1/2"SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1-1/2"SILL IS NOT AND MUST ONLY BE USED
WHERE WATER RESISTANCE IS NOT REQUIRED.MAX.POSITIVE DESIGN PRESSURES SHOWN IN TABLE 2 MAY BE USED WHEN THE DOOR IS w \"'I LYNN
PROTECTED BY AN OVERHANG COMPLYING WITH THE CURRENT FBC(SEE ADJACENT DIAGRAM);THIS CONDITION IS NOT RATED FOR = Ool OH RATIO 2 1 �a1,.''�10ENSF '•, P
WATER INFILTRATION.
4)SEE SHEETS 10-14 FOR ANCHORAGE SPACING,EDGE DISTANCE AND EMBEDMENT INFORMATION. - }'1 Na.66705 �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
Br a,,roa n.akms 7� `.
s
10707ECHN1xoaYDRNE DPANDANCHORAGE �:��`c'•• <ont�!+.•• �`�v:,
N.VENIC!~FL 34276
t041yao-low SERIES 670 ALUM.SGD-NON-IMPACT ;/l
wa..ta.e
m sols w.c 7 A.LVrJN MILLLA,P.E.
JR i2afa a.era4 Data. CERT.OFAUTH.929M m S.-70
NTS 7 -22 PGTO128 A P.E.#5870
r-
TABLE 3: TABLE 3A:
Design Pressure(DP)and Anchor Quantities Required,(for all approved configurations on Sheets 2&3) SIII Height to Max.(+)DP
For comer astragal anchorage on 90'or 135°comer unite,see eheet 11 (Water Infiltration Rating) II
Table applies to all Glass types and Door Unit Height Bill Riser Height + Design
OH LENGTH I�
80' 84' 90' 96' ( ) 9
the S.Po stragal types shown (Flat or Box,see
89.7/6'DLO 73-7/8'DLO 7g-7/B'DLO BS•7/8'DLO Pressure,psi
below. iced by(+)le may be Sheet 17)
limited Table 3A. Anchor Type Anchor Type Anchor Type AnchorType p:
1 2 3 4 1 2 3 4 1 2 3 4 1 2 3, 4 Flush-1-1/2" see note 3 = Ool OH RATIO 21
Design Pressure + - + - + - + - 2-1l2" +46.87
24' 17' Head/Sill C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 Medium-3-1/4' +60.0 O
DLO Jamb 8 8 8 8 8 6 8 8 8 8 8 8 8 8 8 8 Hlgh•4" +90.0
P-laok 6+7 7+8 7+6 7+e 7+8 7+8 7+8 7+6 7+8 7+8 7+B 1 7+8 7+8 7+g 7+8 7+8 SEE NOTES 1-3
Design Pressure +90.0/-159.5 +90.01450.3 +90.0/-138.2 +90.0/428
30" 23" Head/Sill C5+2 C5+2 C6+2 C6+2 C5+2 C5+2 C6+2 C6+2 C5+1 C5+1 C8+2 I C6+2 C5+1 C5+1 C6+2 C6+2 OH LENGTH
DLO Jamb 8 8 10 8 6 B 10 8 8 8 10 8 8 8 10 8 OH RATIO= OH HEIGHT
P-hook 8+9 9+10 19+1019+10 8+9 9+10 1 9+10 I 0+10 8+9 1 9+10 I 9+10 9+10 8+9 9+10 1 9+10 9+10 NOTES:
Design Pressure +90.0/439.4 +90.0/-130.9 +90.0/-120 +90.0/410.8 1 POSITIVE PRESSURES IN TABLE 3 ARE BASED ON THE USE OF THE 4"SILL.
36' 28' Head/Sill C5+2 C5+2 Ce+2 CB+2 C5+2 C5+2 C6+2 2q+2 C5+2 C5+2 C8+2 C8+2 C5+2 C5+2 C6+2 C8+2 )
$ DLO Jamb 0 8 10 8 8 8 10 8 8 8 10 9 8 B 10 8
P-hook 1 8+9 19+1019+1019+10 8+9 9+10 9+10 9+10 6+919+1019+1019+10 8+919+101041019+10 2)WHEN USING THE 2-1l2"SILL,POSITIVE WATER DP IS 46.67 PSF MAX.WHEN
00-IL Pressure +90.0/-125.5 +90.0/-117.8 +90.0/-107.3 +90.0/,98.7 USING THE 3-114"SILL,POSITIVE WATER DP IS 60.0 PSF MAX.WHEN USING THE 4"
42.' 35" Hesd/5111 C5+2 C5+2 CB+2 C8+2 CS+2 C5+2 C6+2 CB+2 C5+2 C5+2 C6+2 CB+2 C5+2 C5+2 C6+2 C6+2 SILL,POSITIVE WATER DP IS 90.0 PSF MAX(NEGATIVE PRESSURES UNCHANGED).
a DLO Jemb 8 6 10 8 8 8 10 8 8 8 10 8 e 8 10 8 SEE TABLE 3A.
P-hook 1 8+9 19+1019+1019+10 8+9 9+10 9+10 9+10 6+8 19+1019+1019+10 8+9 9+11)1 9+10 9+10
Design Pressure 1 +90.01-115.7 +90.0/-108 +90.0/-96.2 ' +90.0/,90 3)4",3-114"AND 2-1/2"SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION
Z 41' Head/Sill I C5+3 C5+3 G6+3 I C6+3 C5+2 C5+2 CB+3 C6+3 C5+2 C5+2 C8+2 C6+2 C5+2 CS+2 C6+2 G6+2 WHEREAS THE 1-1l2"SILL IS NOT AND MUST ONLY BE USED WHERE WATER
46' DLO Jamb 6 6 10 8 8 8 10 6 8 B 10 8 8 8 10 8
RESISTANCE ISNOT REQUIRED.MAX.POSITIVE DESIGN PRESSURES SHOWN IN
P-hook 8+9 9+t0 8+10 9+10 8+9 10+1019+1019+10 8+9 19+1019+1010+10 6+9 9+10 9+10 9+10 TABLE 3 MAY BE USED WHEN THE DOOR IS PROTECTED BY AN OVERHANG
Design Pressure +83/-83 +77.2/-77.2 +69.8/-69.8 +62.6/-626 COMPLYING WITH THE CURRENT FLORIDA BUILDING CODE(SEE ADJACENT
54" 47' Head/Sill C4+2 C4+2 C5+3 C5+3 C4+2 C4+2 C5+2 C5+2 C4+2 C4+2 C5+2 C5+2 C4+2 C4+2 C4+2 C4+2 DIAGRAM);THIS CONDITION IS NOT RATED FOR WATER INFILTRATION.
DLO Jamb 8 8 8 8 8 6 8 8 8 8 8 8 8 1 B 1 8 8
P-hook 6+7 1 7+e 1 7+e 1 7+8 7+8 1 7+8 1 7+8 1 7+8 7+8 1 7+8 1 7+8 1 7+8 7+8 1 7+e 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 +56/-56
53' Head/Sill C4+3 C4+3 C5+3 C5+3 CA+3 04+3 C5+3 +3 C5+3 C4+2 C4+2 C5+3 05C4+2 C4+2 C4+2 C4+2 EMBEDMENT INFORMATION.
DLO Jamb 8 1 8 1 8 1 8 1 6 1 6 1 8 8 8 1 B 1 8 it 6 1 8 1 8 l{ 1 B
P-hook 6+7 7+e 7+6 7+8 7+e 7+8 7+8 7+8 7+6 7+8 7+e 7+e 7+e 7+8 7+8 7+8 5)DOOR SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN
FOR EXAMPLE ON USING TABLE,SEE SHEET 7. REQUIRED.
6)JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY,DIVIDE BY 2 FOR
DLO WIDTH=NOM.PANEL WIDTH-7" PAIRS TO BE INSTALLED.
-PRODUC 17 REVISED
DLO HEIGHT=DOOR UNIT HEIGHT-10.125" raa.qbftwKAa no"
PANEL HEIGHT=DOOR UNIT HEIGHT-1.866" Acephrxel4rr I-L�)D(3{K
R , , Dote r4 f:71
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. Ik l k
Interlock P-hook Lockstile @Jamb Straight Astragal Lockstile @ 90'Astragal Lockstlle @ 135"Astragal Lockstile @mw ffwlt
Al C""
Assembly Straight Astragal Assembly 90'Astragal Assembly 135'Astragal
Heavy-duty Stiles Heavy-duty Stile Heavy-duty Stile Heavy-dutystile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile
Heavy-duty Astragal OutsideC Inst e
Outside Corner
Corner
InsideutsI��
Insideide Cor Corner Corer `\\\0��{ LYNN
Inslid n%Irl'i
Part P61(Stile) Part H61(Stile) part 0119(Out.) Part P61(Stile) `�,r •�\CErJgF' ��,p'%
Part 061(x2) Part 061 Part 061 part 068(Astragal) Part 061 Part 0118(Corner Part 8120(In.) Parts 031&932 Part 461 -/c;• i r
Receiver) (Corn.&Fxd Mount) No.58705
STArE OF
a 10707ECHNOLOOYORIVE DP AND ANCHORAGE
N.VENICE,FL 34275 n�
r {�,rN ,� SERIES 670 ALUM.SGD-NON-IMPACT
�: ''•SS/pNq�E��,`
e.+.+eac ears erwe u.•+ara a" A,L4Hrl MI4heR�A.C•.
°nA o.+e °"°'0 °N= ® soae79 NTS 8 d 22 POTOf28 A P.E.a 587,98
JR 0720/14 CERT.OFAUM l2929e
NO FRAME '7+8"P-HOOK ANCHORAGE CONSISTS OF: SEE'C5'CLUISTER
SEE JAMB (7)P-HOOK ANCHORS, SEE'C5" MAX.UNIT WIDTH DETAILS,SHEET 10
R DETAILS, R ASTRAGAL
REQUIRED @ (PERPENDICULAR TO GLASS DETAILS,SHEET 10 FOR NTERLOCK
SPLICE SEE'C5"CLUSTE
NOTE, EXTERIOR PLANE)SEE TABLE 2,SHEET 7 REQUIRES"CB" SHEET iOFOR I
THIS POCKETS AND INTERLOCK CLUSTER,SEE 2
LS,S T
SHEET SEE POCKET DffTAlffE
JAMB (8)P-HOOK r------- x x X x PANEL WIDTH x X ix
REQ
EXTERIOR U
POCKETS
S
JOUNTING _x x x x 6' AX.
x x x
INSTALLATION, 6' Ak x x x
x
x
ADAPTER x xx x
THIS SHEET ANCHORS MIDWAY 3"MAX.
THIS SHEET 14 BETWEEN P-HOOK 101 PAIRS OF
ANCHORS&AT 3'
x CHORS
FROM TOP& 0 FRAME X.
0 ANCHORS
w AL8
BOTTOM Z4 4' 1 c:) IT 21•MAX. A CHORS)
4.051' "MAX.� TO OPENING M D.C. D.C.
14 MAX.0. 0 0=P-HOOK H IGHT P JAMB
EDGE OF POCKET SEE 0
i CL ANCHORS (S EJAMB
INSTALLATION 0+1 ;a 0 IL
f DETAILS'Je&'Ke, mo=p-HOOK
101 1 1 m 0=P-HOOK B OW)
END PANEL SHEET 14 lk PART ;U MOUNTING
\—ANCHORAGE DETAILS'J'&'IC, 101 x
2A'MAX. --A5APtFft-- X_
(2 ANCHORS) SHEET 19 FOR "i ANCHORS
O.C. P-HOOK ------ -MAX
"12'
A ANCHORS END PAN x x EN ANEL
ANCHORAGE X 6'MAX A HORAGE(SEE
_\ .+2' ETCH BELOW)
�x.
ANCHORA X' x xx x X,
• (SEE SKETCH BEL __\_:_-2' \--+I. —ANCHORAGE
CENTERLINE 8-MAX., ANCHORAGE ANCHORAGE ANCHORAGE ANC GE
OF PANEL 1 2
24"MAX. 1EXAMPLE:5-PANEL. CO 0-EXT.MOUNT POCKET ANCHORAGE PLAN:
O.C. R GROUP 31N CONCRETE SUBSTF�ATE(SEE—TABLE 2,SHEET 7) 6" SPLICE NOTE:
ANCHORAGE EXAMPLE NOTES: NON-STRUCTURAL
1)APPROVED ANCHORS:SEE TABLE A,SHEET 1 ANCHORS MAY BE ADDED
2)ANCHOR LOCATION SPACING FOR ANCHOR QUANTITIES SPECIFIED IN TABLES 1-3,SHEETS 6-8: AS NEEDED TO ALIGN THE
H�I)T EXTERIOR HEAD OR SILL IF A SPLICE
60' -CENTERLINE OF HEAD&SILL:8'MAX.FROM FRAME CORNERS.USE SPECIFIED CLUSTER FROM 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 1 D ANCHORS PER PANEL. ADDITIONAL ANCHORS 24"O.C.MAXIMUM.
FOR INTERLOCK ANCHORS AT THE MIDPOINT OF END PANELS ARE ONLY5.64' PltoDuc r REVISED
liecompo"with ow plod&
L
"+2'ANCHORAGE REQUIRED IF THE D.C.DISTANCE TO THE NEXT ANCHOR --- Cc&
CLUSTER IS OVER 24",OTHERWISE ANCHORS ARE NOT3.5" 6"MAX A , N. ./t/
REQUIRED AS PER THE FIGURE AT RIGHT: I ItMlttnrr pate
-
CENTERLINE JAMBS&P-HOOKS:6"MAX.FROM BOTTOM,21"MAX.ANCHOR PAIR O.C.(JAMBS),14"MAX.ANCHOR
OF PANEL 2 D.C. (P-HOOK)UTILIZING ANCHOR QUANTITIES FROM APPROPRIATE TABLES,SHEETS 6-8. SEE
P-HOOK ANCHOR DETAILS ON SHEET 14. FRAME JAMB
REQUIRES
'+2"ANCHORAGE SEE"C5" END PANEL ANCHOR PAIR
SE CENTERLINE CENTERLINE
1� [-- FOR ASTRAGAL"C6"CLUSTER, DETAILS,SHEET 10 ANCHORAGE
AST
DETAILS,SHEET OF or (2 ANCHORS
4.051" INTERLOCK ASTRAGAL 8.
MAX.
•
z xz' Z var/1-7 z X
EXTERIOR Z ANCHORAGE +2'ANCHORAGE CENTERLINE ..+ —/ CENTERLINE "' CENTERLINE Nc.58705
SEE
OF PANEL 3 OF PANEL 4 OF PANEL 5
SHEET 11 FOR OTHER INTERMEDIATE ANCHORS
` -
1070 rECHNOLCOYDRW ANCHORAGE SPACING&EXAMPLE PLANS STAI or 0/
N.VENICE,FL J4275 -1
N
ERIES 670 ALUM.SCD-NON-IMPACT-NON-IMPACT ION A
TETR.1110
JR �_06114 MAT.OFAUTH.C9M SOD870 NTiS 9 a 22 PGTO128 A P.E.#58705
ASTRAGAL ORSPLICE LOCATION ASTRAGAL OR I (FOR SPLICE ASTRAGAL OR SPLICE LOCATION 6"DIAG.
INTERLOCK�IF NEEDED INTERLOCK i CONDITION,USE INTERLOCK IF NEEDED 2.04" 2.04"
CENTERLINE I CENTERLINE "C6"CLUSTER DETAIL) CENTERLINE
1.76" 15.164"
reRloR. 6"DIAG.
7" 7" 3.5" 21"
1.75"
4"DIAG. MAX.
O.C. EXTERIOR
222.04" 2.04" 21„
MAX.
EXTERIOR 3.5"1*2.04"
EXTERIOR 4"DIAL. 7" EXTERIOR 7" 3.5" Q•C'-
2-TRACK FRAME HEADISILL v f1 7" 6"MAX.
2-TRACK FRAME HEAD/SILL v 2-TRACK FRAME HEAD/SILL 5.64"
(o)ASTRAGAL OR INTERLOCK (�ASTRAGAL OR INTERLOCK 0)ASTRAGAL OR INTERLOCK �2-TRACK . —,—H.._f
(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
4-TRACK
ASTRAGAL OR SPLICE LOCATION ASTRAGAL OR (FOR SPLICE ASTRAGAL OR SPLICE LOCATION 6"DIAG. FRAME JAMB
INTERLOCK�FIF NEEDED INTERLOCK- 1 CONDITION,USE INTERLOCK--i—IF NEEDED2.04" EXT ANCHOR PAIR
CENTERLINE I CENTERLINE I "C6"CLUSTER DETAIL) CENTERLINE yy 3.5"
3.5" 3.5" 7"
ANCHORS MAY BE INSTALLED
o I 21" EITHER IN THE EXT.OR INT.
2.04" 4"DIAG. MAX• TRACK(INT.SHOWN)
4.08" 4.08" O.C.
I I 2.04"
5.64" NOTES:
1.ALL DIMENSIONS SHOWN
EXTERIOR 7" EXTfE1RIIOR �4"DIAG.'
EXTERIOR 3.5" ARE BASED ON MIN.
15 3-TRACK FRAME HEAD/SILL �/ 3-TRACK FRAME HEAD/SILL v 3-TRACK FRAME HEAD/SILL 6"M ALLOWED.
A ASTRAGAL OR INTERLOCK aASTRAGAL OR INTERLOCK Cod ASTRAGAL OR INTERLOCK �� 2.FOR HEAD OR SILL SPLICE
(USE WHERE 4 CLUSTER (USE WHERE 5 CLUSTER (USE WHERE 6 CLUSTER ' 3-TRACK FRAME JAMB LOCATIONSIANCHORAGE AT
ANCHORS ARE REQUIRED,"C4") ANCHORS ARE REQUIRED,"C5") ANCHORS ARE REQUIRED,"C6") ANCHOR PAIR P-HOOK SEE SHEET 9.
(FOR SPLICE FOR SPLICED
ASTRAGAL OR SPLICE LOCATION ASTRAGAL OR ASTRAGAL OR CONDITIONS ONLY: PRODOCf REVISED
I _
INTERLOCK {► (FOR SPLICE CONDITION,DO NOT IF NEEDED INTERLOCK INTERLOCK
CONDITION,USE USE THIS DETAIL) SPLICE LOCATION �bbawi11t 16c Morla�
CENTERLINE I CENTERLINE I " CENTERLINE C6"CLUSTER DETAIL} 1F NEEDED q�y� X51
-+{ 1.75" 3.5" 3,5^ 7" 3.5" 6�pkl�Wep !
3.5"
K
2.04" 4"DIAG. 2.04" 4"DIAG. 2.04"
2.04' 5.37"DIAG. 4"DIAG.
4.08"
2.04"
4"DIAG.
EXTERIOR EXTERIOR 7' _� EXTnEE�[OR 7" —� 3.5" 3.5" ;`\�rnNY,GCV ly //(`��/'
4-TRACK FRAME HEADlSILL 15 4-TRACK FRAME HEAD/SILL V 4-TRACK FRAME HEAD/SILL P g�.
a ASTRAGAL OR INTERLOCK (a)ASTRAGAL OR INTERLOCK (?ASTRAGAL OR INTERLOCK No.G0705
(USE WHERE 4 CLUSTER (USE WHERE 5 CLUSTER (USE WHERE 6 CLUSTER ANCHORS ARE REQUIRED,"C6") _ -:
ANCHORS ARE REQUIRED, ANCHORS ARE REQUIRED,"C5") WITH&WITHOUT SPLICE CONDITION _ U:a
1p—
rowe. NW R_ o,."tas ��7 •. S , I
r .
f0707ECHNOLOaYDRVER?X.
ANCHORAGE,EXAMPLE CLUSTERS %��'..Fi�RIOP .•',`'
R.VENICE,FL 30276 *� %,SS, .... ......'rV
p feel}a3alsoo SERIES 670 ALUM.SGD-NON-IMPACT
u,",m Br• �_=OltM _
.Deis s"wu"er: sr s•,.c oe"+uro. A A.LVP.E.#55 05 P.E.
JR CERT.OFAUTH.d1B196 SODS70 NTS 10 r 22 PGT0128
2,04"- 2.04"• INTERIOR 2.04�' INTERIOR 2.04" NOTES:
INTERIOR INTERIOR 110-1� 7' 1.ALL DIMENSIONS SHOWN
1,?4'DIAG. 4 DIAG. 8.94' ARE BASED ON MINIMUM
6.12" 6,12" 3.5" 3.5" ALLOWED.
3.;. "\ 7- INTERCO INTERIOR 90, INTERIOR A-- INI INTERIOR 2.DETAILS DEPICT ANCHOR
3. " Tk 1 EXTERIOR I QUANTITY AND SPACING,
EXTERIOR 4"DIAG. AND WOULD BE IDENTICAL
4'DIAG. FOR EXTERIOR OR INTERIOR
R7 - CORNER CONFIGURATIONS.
EXTERIOR
2.04" 7' 4" 4- '+l'ANCHOR
35' 4- 2.04" EXTERIOR 4" Z 2..' 7 8.94'
EXTERIOR
90'CORNER 90'CORNER 135°CORNER 135°CORNER
2-TRACK FRAME HEADISILL 2-TRACK FRAME HEAD/SILL 2-TRACK FRAME HEAD/SILL 2-TRACK FRAME HE
(USE WHERE 4 CLUSTER (USE WHERE 6 OR 6 CLUSTER (USE WHERE 4 CLUSTER (USE WHERE 5 OR 6 CLUSTER CENTERLINE
ANCHORS ARE REQUIRED,'��4D ANCHORS ARE REQUIRED,'C6' ANCHORS ARE REQUIRED,"CV) ANCHORS ARE REQUIRED,"C6'} OF PANEL
4.08"
INTERIOR "+2"ANCHOR
EXTERIOR INTERIOR
INTERIOR 4"" -3�1 7 41' 4.08" "+1"ANCHOR 2.44" 4'DIAG.
INTERIOR
TERIOR
?4� 894o
3
ol.R '.T.RtO EXTERIOR
3.5" 3 5'� 4"DIA�
EXTERIOR
4�
0*4'
— INTERIOR
4" INTERIOR 7.4r 4 08"
INTERIOR
7- 135* 13.5' --4
EXTERIOR 6 CENTERLINE
.3 3.5' OF PANEL
4.08" 4,08" "+3"ANCHOR
5.37" AG 7-
CENTERLINE
OF PANEL 4"DIAG.
EXT L3.5- 4' 3.5- 2.04-
ERt R 3.5 ON —
EXTERIOR r e+2"ANCHOR 7" INTERIOR
90° EXTERIOR ALL
CORNER 135°CORNER
3-TRACK F VIEWS ME HEAD/SILL 3-TRACK FRAME HEADISILL CENTERLINE
(-!962 ANCHOR CLUSTER REQUIRED (-262 ANCHOR CLUSTER REQUIRED OF PANEL
AT ALL 3-TRACK CORNERS) AT ALL 3-TRACK CORNERS) 4'DIAG, 2-TRACK FRAME HEADISILL
INTERMEDIATE ANCHOR LAYOUT
INTERIOR 12" INTERIOR 2.04" PMDUCtREVIS00
2.04" 6.12" 1 3vabcoom*hv"ith OK plartu
4' EXTERIOR 5.88" CENTERLINE ftwinco&
INTERIOR KIEI Aompoamso 1�
INTERIOR0 4" 3.5" 136* 2.04" '+3"ANCHOR
INTERIOR
6,12"
7"
CIA
3�V
6.12" 4"DIAG 0.12" 4.08-
7 LTE 4-QlAr,
" EXTERIOR
2.04" 3.6' 4- * -
7- 4"ED)11 A G. 3.6" 3.5"
EXTERIOR EXTEMOR 4" 2.0� CENTERLINE ,,\\\(.o LYNN
90*CORNER 135*CORNER OF PANEL
4-TRACK FRAME HEAD/SILL 4-TRACK FRAME HEADISILL
("C8"ANCHOR CLUSTER REQUIRED ('.G8:ANCHOR CLUSTER REQUIRED 4-TRACK FRAME HEADISILL No.
AT ALL 4-TRACK CORNERS)
AT ALL 4-TRACK CORNERS) INTERMEDIATE ANCHOR LAYOUT
(3-TRACK SIMILAR)
P
ANCHORAGE,EXAMPLE CLUSTERS STATE OF
adz N.VENICE,FL 34276 ..........
react aeoasao SERIES 670 ALUM.SGD-NON-IMPACT '//''910tvl-�
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JR —.I�W114 CERT.OFAUMOASM 1�zTs[711 -22 1 1 PE.#68705
INSTALLATION DETAILS EMBEDMENT:SEE TABLE A,SHEET 1 EMBEDMENT:SEE TABLE A,SHEET 1
EDGE DISTANCE; EDGE DISTANCE: ' MIN.OF 3 THREADS BEYOND
LE A,SHEET I EDGE DISTANCE: THE METAL SUBSTRATE
EDGE DIS
SEE TABLE
E
A
A
DISTANCE:
S
E
SHEET
SEE TABLE A,,
2-1/,
BL
SEE TABLE A,SHEET I SEE TABLE A,SHEET I
EXTERIOR 2-1/16"* 1 2-1116"* 4 2 1/16"* NOTES:
1/4" 114" 1/4, 1.ALL DIMENSIONS
o MAX MAX.MAX. MAXSHOWN ARE BASED
R
SHIM
SHIM EXTERIOR SHIM EXTERIOR A A F SHIM ON MIN.ALLOWED.
EMBEDMENT: 2.METAL OR WOOD
SEE TABLE A, SUBSTRATES MAY BE
SHEET USED FOR ALL FRAME
WOOD ANCHOR
S TYPES PER TABLE A,
2X WOOD WOOD ANCHOR TYP., 2X WOOD WOOD ANCHOR TYP., METAL TYP., SMS ANCHOR TYP.,
S C 0
TYP.,SEE ANCHOR SEE ANCHOR NOTES TYP.,SEE ANCHOR SEE ANCHOR NOTES SEE ANCHOR SEE ANCHOR NOTES
SHEET 1.
NOTE 3,SHEET I &TABLE A,SHEET 1 NOTE 3,SHEET 1 &TABLE A,SHEET I NOTE 4,SHEET I &TABLE A.SHEET I
M--E�,2-TRACK FRAME HEAD 'DIAGONAL O.C.IS
3-TRACK FRAME HEAD 4-TRACK FRAME HEAD &
WOOD INSTALLATION MIN 4-(HEAD WOOD INSTALLATION METAL INSTALLATION OR 6-(JAMB)SSILL)
EE
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-7 TYP.,SEE ANCHOR SEE ANCHOR NOTES SEE ANCHOR
&TABLE A,SHEET I NOTE 3,SHEET 1 SEE &TABLE A,SHEET I NOTE 3,SHEET I SEE &TABLE A.SHEET I NOTE 4,SHEET 1
SEE ANCHOR ANCHOR TABLE A,SHEET*INOTE 31 ANCHOR —MIN.OF 3 THREADS BEYOND
NOTE 5,SHEET NOTE 5, NOTE 5j THE METAL SUBSTRATE
I(1w MAX.)]— SHEET SHEET
1 MAX.) (114-MAX.)
14 EXTERIO
EXTERIOR T EXTERIOR EMBEDMENT:SEE
1�n 2-1/161,* 1�1 TABLE A,SHEET I
2-1/16"** EDGE DISTANCE:
EDGE DISTANCE: EDGE DISTANCE: Zitt TABLE A,SHEET I
SEE TABLE A,SHEET I SEE TABLE A,SHEET 1
EMBEDMENT.SEE TABLE A,SHEET I EMBEDMENT:SEE TABLE A,SHEET 1
2-TRACK
FRAME SILL 3TRACK FRAME SILL -T-R
_AC
K FRAME SILL
w WOOD
INSTALLATION Ew WOOD INSTALLATION Fw METAL
INSTALLATION
EMBEDMENT:SEE
TABLE A,SHEET 1
EDGE DISTANCE: MORUG F REN'tSED
EMBEDMENT:SEE SEE TABLE A, " PWft-IIhtie FkWA-
TABLE A,SHEET 1 SHEET b"osco&
EDGE DISTANCE: Ant~N
EMBEDMENT:SEE SEE TABLE A, METALTYP,,
TI i
are 3�rz�
TABLE A,SHEET 1 6-- SHEET SEE ANCHOR
2X WOODEDGE DISTANCE: Ma NOTE 4,SHEET I CSM
TYP.,SEE ANCHOR
SEE TABLE A, 2X WOOD
A NOTE3,SHEET1 IF SMS ANCHOR TYP
SHEET TYP.,SEE ANCHOR
NOTE 3,SHEET I ------
2-1/!&-1 SEE ANCHOR NOTEg
WOOD ANCHOR TYP. TABLE A,SHEET I /--MIN.OF 3
WOOD ANCHOR TYP.,
SEE ANCHOR NOTE �-M I
&TABLE A,SHEET 1 SEE ANCHOR NOTES- THREADS
BEYOND THE
EXTERIOR
EXTERIOR &TABLE A,SHEET 1 \o,
EXTERIOR METAL
MAX.SHIM
114 SUBSTRATE vs -
1/4"MAX.SHIM I---
1/4"MAX.SHIM No.56,705
2-TRACK FRAME JAMB 3-TRACK FRAME JAMB Ifa 4-TRACK FRAME JAMB
WOOD INSTALLATION %WOOD INSTALLATION ow METAL INSTALLATION
va 5
0, STATE 0,
1070 TISCHN01
OGYDRfVE ANCHORAGE DETAILS
34276; "4 r)tl;o
xawponr M.VENICE,FL s�
/ sl/01"'At
SERIES 670 ALUM,SGQ-NON-IMPACT
I�ft wpG LYNN MICLE�fItt P.E.
JI :=0114 CERn OFAUTH.#29296 500476 NTS 12 -22 TO 128 A 58705
INSTALLATION DETAILS E BLE A,SHEET 1 EMBEDMENT:SEE TABLE A,SHEET 1 NOTES:
EDGE DISTANCE: EDGE DISTANCE: 1.ALL DIMENSIONS
E DISC
CONCRETE E:SEESEESEE TABLE A,SHEET 1 CONCRETE SEE TABLE A.SHEET 1 SHOWN ARE BASED
PER TABLE TABLE A,SHEET 1 ON MIN.ALLOWED.
2-1/16"' PER TAB E - 2.1/18"• BLE 2-1116"'
A,SHEET 1 SHE 1ASH 1 1/4" 'DIAGONAL D.C.IS
EXTERIOR
:..
MAX• MIN 4°(HEAD&SILL)
SHIM.1/4' DOR 6-(JAMBj SEE
ETAILS,SHEETS
EMBEDMENT: 1/4' TERIOR t EXT IOR 0$11.
SEE TABLE A, MAX.
SHEET SHIM a SHIM
PROPER L SECURED 1X CONCRETE ANCHOR P., PROPERLY SECURED 1X CONCRETE ANCHOR P., PROPERLY SECURED IX
CONCRETE ANCHOR TYP.,
WOOD B CK TYP.,SEE SEE ANCHOR NOTES WOOD BUCK TYP.,SEE SEE ANCHOR NOTES WOOD BUCK TYP.,SEE SEE ANCHOR NOTES&
ANCHOR N TE 3,SHEET 1 TABLE A,SHEET 1 ANCHOR NOTE 3,SHEET I' TABLE A,SHEET 1 ANCHOR NOTE 3,SHEET 1 TABLE A,SHEET 1
2-TRACK FRAME HEAD 4a Ac
CONCRETE I INSTALLATION Bc CONCRETEI INSTALLATION Cc COCK FRAME HEAD NCRETCK E INSTALLATION
STAL ATION
CONCRETE A OR TYP., PROPER SECURED 1X C CRETE ANCHOR TYP., PROPE SECURED 1X CONCRETE ANCHOR TYP., PROPERLY SECURED IX
SEE ANCHOR OTES& WOO LICK TYP.,SEE ANCHOR NOTES& W BUCK TYP.,SEE SEE ANCHOR NOTES& WOOD BUCK TYP.,SEE
TABLE A,S Tl OTE 3,SHEET 1 BLE A,SHEET 1 CHOR NOTE 3,SHEET 1 TABLE A,SHEET 1 ANCHOR NOTE 3,SHEET 1
SEE ANCHOR SEE ANCHOR SEE ANCHOR
NOTE 5,SHEET NOTE 5, NOTE 5,
1(114"MAX.) SHEET I SHEET 1
- 114'MAX.) - - 1 (1/4"MAX.) - - '
EXTERI I - EXTERIOR 1 EXTERIOR •1
CONCRETE
2-1/18"' -1/16"• �2-1/16"' PER TABLE
EDGE DISTANCE: CON RETE EDGE DISTANCE: C CRETE EDGE DISTANCE: A,SHEET 1
EE TABLE A,SHEET 1 PER ABLE SEE TABLE A,SHEET 1 P R TABLE SEE TABLE A,SHEET I
E BEDMENT:SEE TABLE A,SHEET 1 A, EET 1 EMBEDMENT:SEE TABLE A,SHEET 1 SHEET 1 EMBEDMENT:SEE TABLE A.SHEET 1
2-TRACK FRAME SILL 3-TRACK FRAME SILL 4-TRACK FRAME SILL
Oc CONCRETE INSTALATIO \,Ec_J CONCRETE INSTALLATION Fc CONCRETE INSTALLATION
EMBEDMENT:SEE
TABLE A,SHEET 1 —�
EDGE DISTANCE;
EMBEDME SEE TABLE A, mf -fth The
�
TABLE A,SHE 1 SHEET 1 bWhq o& �`F1oMda
EDGE DISTANCE: PROPERLY SECURED A�DV+�eNo 1013.1/
SEE TABLE A,
EMBEDM T:SEE 1X WOOD BUCK TYP., I i k�
TABLE ,SHEET SHEET 1 SEE ANCHOR NOTE 3, L�
PROPERLY S CURE EDGE DIST A CE: SHEET I
PROPERL SECURED
1X WOOD B CKTYP.. SEE TABL A, iX WOO BUCK TYP.,
SEE ANCHO NOTE 3, SHEET 1 SEE AN HOR NOTE 3, CONC./CMU ANCHOR 2-1/16"'
SHEET 1 _ SHEET 1 TYP.,SEE ANCHOR
2-1/16
CONC./CM ANCHOR CONC.CMU ANCHOR
NOT 2-1116"' SHEET 1 CONCRETE
SE ANCHOR TYP. SEE ANCHOR OR CMU
NOTES&TABLE A, NO ES&TABLE A, EXTERIOR PER TABLE
EXTERIOR SHEET 1 OOO MU TE EXTE IOR SHEET 1 CON ETE nnA,SHEET 1 �`�\ Ohl..•...Nt-
X71/4"M .SHIM �I P R TABLE PE TABLE
SHEET 1 1/4MAX.SHIM - A, HEET 1 1/4"MAX.SHIM I ` Pio,58705
2-TRACK F E JAMB 3-TRACK FRAME JA 6r-j�4-TRACK FRA ME JAMB },,
Gc E/CMU INSTALLATION He CONCRETE/CMU I TALLATION Ic CONCRETE/CMU INSTALLATION -"0 `� IS—'
lv ��
R e)- D x ftft u °�O :�0••. STATE OF
_ l0707ECHNOL roE ANCHORAGE DETAILS ;'`o FcoRlo� ;�
— n"w.. 276 SERIES 670 ALUM.SGD-NON-IMPACT 10NN-'`A
(erpa80•te00
a� yr�woe.r ear �' d.wcw. �•+ A.L1JNN MILLEII��.E.
JR 07/20/}4 CERT.OFAUTH.M296 ® sOOd70 NTS 13 d 22 PGTO128 A P.E.#58705
INSTALLATION DETAILS NOTES:
1.ALL DIMENSIONS
FRAME JAMB SHOWN ARE BASED
REQUIRED AT ALL2.693"MIN. ON MIN.ALLOWED.
INSIDE POCKETS
EDGE
EMBEDMENT:SEE TO PREVENT DISTANCE 2.FIGURES ON THIS
WOOD FRAMING TABLE A,SHEET 1 P-HOOK MOUNTING ADAPTER WATER SHEET ARE FOR
WOOD ANCHOR TYP., INFILTRATION CONCJCMU ILLUSTRATIVE
SEE ANCHOR NOTESPURPOSES ONLY.SEE
EMBEDMENT: ANCHOR TYP.,SEE TABLE A,SHEET I FOR
SEE TABLE A, �—Z= &TABLE A,SHEET 1 26 ANCHOR NOTES&
SHEET 28 (ALSO SEE TYP. TABLE A,SHEET 1 ALL APPROVED
ILLUSTRATION,SHEET 9) SUBSTRATES.
1-114°MIN,EDGE DISTANCE
EXTERIOR 1 SEE TABES 1-3,
—EDGE DISTANCE:SEE
TABLE k SHEET I EMBEDMENT: ............
— SHEETS 6-8 FOR
P-HOOK MOUNTING REQUIRED P-HOOK
26 — SEE TABLE A,
SHEET AND P-HOOK
EXTERIOR ADAPTER CONCJCMU
PHOOK WOOD ANCHOR TYP.,
ANCHOR TYP.,SEE MOUNTING ADAPTER
SEE ANCHOR NOTES P-HOOK ANCHOR QUANTITIES.
&TABLE A.SHEET 1 CONCRETE OR ANCHOR NOTES&TABLE ALSO SEE EXAMPLE
{ALSO SEE EYP. CMU PER TABLE EMBEDMENT:SEE A,SHEET1 ON SHEET 9,
ILLUSTRATION,SHEET 9)
A,SHEETI
1 2.693"MIN. TABLE A,SHEET I (ALSO SEE TYP.
EDGE DISTANCE ILLUSTRATION,SHEET 9)
P-HOOK FOR USE WITH FLAT SILL RISERS �P-HOOK FOR USE WITH FLAT SILL RISERS
Jw 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 IA,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.,
SEEANCHOR P-HOOK MOUNTING
EMBEDMENT:SEE P-HOOK MOUNTING CONCRETE OR EMBEDMENT:SEE ADAPTER CONCJCMU
NOTE 4,SHEET 1; ADAPTER SMS CMU PER TABLE
TABLE A,SHEET I ANCHOR TYP.,SEE
MIN.OF 3 THREADS TABLE A,SHEET 1
ANCHOR TYP,,SEE A,SHEET ANCHOR NOTES&TABLE
BEYOND THE METAL ANCHOR NOTES
A,SHEET I
SUBSTRATE Q &TABLE A SHEET 1 (ALSO SEE TYP.
(ALSO SEE EMBEDMENT:
TYP.
ILLUSTRATION, SEE TABLE A, ILLUSTRATION,SHEET 9)
EMBEDMENT: SHEET 9} 16D pwwucrREVMW
SEE TABLE Aq SHEET I EDGE
SHEETI DISTANCE:SEE
. y
TABLE A,SHEET 1 06P
1-i/4'MIN.EDGE DISTANCE Acwpftm
30
30 lk Llk
P-HOOK SMS ANCHOR TYP.,
E
U U
ANCHOR TYP.,SEE
Iry ID ANCHOR NOTES&TABLE
SEE ANCHOR NOTES EXTERIOR P-HOOK CONCJCMU EXTERIOR
&TABLE A,SHEET I
(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
Kw PARTS#19,#21,#23R#25' Kc PARTS#19,#21,#23 OR#25, Lylviv 4
METAL INSTALLATIONEXTERIOR EXTERIOR
CONCRETE INSTALLATION CEN
(SEE TABLES IA,2A&3A MOUNT (SEE TABLES 1A,2A&3A MOUNT
sF
FOR WATER RATINGS) ONLY
FOR WATER RATINGS) ONLY No
8705 'x
:r -j
Neroaer. ox.: RE 0 'y Is
• 6 1-�Tt s LY
Q 3'rATE Of-
ANCHORAGEDETAILS
A VENICE,FL 34276 ......
(941}480-1600 SERIES 670 ALUM,SGD-NDN-IMPACT
A.LYN' fliff "0.E.
JR CERT.OFAUTH.#29M —SG" 14 .22 70 NTS POTO128 A REX 58705
CONFIG. EXAMPLES
MAX.UNIT
WIDTH —MAX.UNIT WIDTH
MAX. NOM.PANEL WIDTH
HEADER DETAIL'N, DLO_ TYP.PER TABLES 1-3 INTERIOR
SHEET 18;INSTALLATION WIDTH
DETAILS'AW&Ad, yL
SHEETS 12&13
EXTERIOR
PANEL PANEL go.
PANEL TYPE TYPE PANEL CORNER DETAIL'N2',
TYPE IQ$, 'AS' TYPE SHEET 19&CORNER
MAX. NOM. MA UNIT ANCHORAGE SHEET 11
PANEL INTERLOCK DETAIL
PANEL I WIDTH TYP, I f DLO PER 'M',SHEET 19
HEIGHT SEE PER HEIGHT TABLES EXTERIOR INTERIOR
—NOTE 2 TABLES 1-3 1-3
X1�3 JAMB DETAIL GV,SHEET
x 18;INSTALLATION DETAILS
x x 'Gw'&'Gd,SHEETS 12&13
SILL DETAIL'U,SHEET 18;7 90,
INSTALLATION DETAILS EXAMPLE:90'INSIDE CORNER,4 PANELS-XX/XX
'DW&'De,SHEETS 12&13
SILICONE
BY OTHERS
DLO WIDTH NOM.PANEL WIDTH-7"
1'0*
'L EXTERIOR INTERIOR
DLO HEIGHT=DOOR UNIT HEIGHT-10.125"
PANEL HEIGHT=DOOR UNIT HEIGHT-1.866"
#8 x V
#10 X 1-1/2' PH SMS PRODuctREVISED
PH SMS ra pwftwilblmFlofw
usho CO&u /off /y
6�pkMMe Ate
PANEL CORNER FRAME CORNER
DETAIL DETAIL
NOTES:
LYN&
.......... .*�Ie,
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.
3)PLEASE SEE APPLICABLE ASTRAGAL&INTERLOCK COMBINATIONS PER DP/ANCHOR TABLES. 66705
79wa—r.
S
0:m . ",,14T
lu;ww—1 ,_ GE DEMIL S EXAMPLE ELEVA
r-WB—y zwc— VENICF,A 34276
SERIES 670 ALUM.SGD-NON-IMPACT /
V� A P.E.
A
Li *TS 1 15 PGTOf28 1�1
JR 02120114 CERT.0FAUTHAWM IN -22 RES 58705
CONFIG. EXAMPLES INTERLOCK DETAIL' IFOR ALL DETAILS ON THIS SHEET,SEE NOTES ON SHEET 15
'M',SHEET 19 OPERABLE JAMB DETAIL'G3',SHEET 18:
'-INSTALLATION DETAILS'GvV&Ge',SHEETS 12&13
XED JAMB DETAIL'G2', ASTRAGAL HEADER DETAIL'A',SHEET HEADER DETAIL IN,SHEET 18; MAX.
SHEET 18;INSTALLATION DETAILS'Ll'& 18;INSTALLATION DETAILS INSTALLATION DETAILSAW&'Ad, DLO JAMB DETAIL'G3',SHEET
DETAILS'GV&'Gc', L2,SHEET 19 'Aw'&'Ao',SHEETS 12&13 SHEETS 12&13 WIDTtL_ /,,-18;INSTALLATION DETAILS
SHEETS 12&13 90* TYP. 'Gw'&'Gc',SHEETS 12&13
EXTEI NOR INTERIOR
'PANEL PANEL PANEL PANEL
TYPE TYPE TYPE TYPE PANEL PANEL PANEL PANEL INTERLOCK DETAIL
V If), IN TYPE TYPE TYPE TYPE V.SHEET 19
MAX. 'QS' MAX. I,
NOM. UNIT A UNIT 90*OUTSIDE CORNER
PANEL HEIGHT SILL DETAIL NOM. HEIGHT DETAiL'Nl',SHEET 19&
WIDTH TYP. PER /I
MAX. 'D',SHEET PANEL PER CORNERANCHORAGE
PER SEE TABLES 18; MAX.//_ WIDTH Typ. SEE TABLES SHEET'll
DLO TABLES 1-3 NOTE 1-3 INSTALL DLO NOTE 2r– 1-3 WrRIOR
T'?
H 4, PER
EIGHT SHEET DETAILS HEIGHT TABLES 1-3 SHEET16 EXTERIOR
<�] DW&'De,
0 x x SHEETS12 NOM.PANIEL
&13-\ x WIDTH TYP.
&I I — x x PER TABLES
MAX.UNIT WIDTH 1-3
SEE FRAME&A MAX.UNIT WIDTH
PANEL CORNER SILL DETAILV,SHEET 18; —MAX.UNIT WIDTH
(INSTALLATION
SHEETS
r ANIEL
Y
PT,'.p E
CONSTRUCTION EXAMPLE:OXXX INSTALLATION DETAILS
DETAILS SHEET 16 (2-TRACK) 'DW&Ve,SHEETS 12&13 EXAMPLE:90*OUTSIDE CORNER-XXtXX(2-TRACK)
ASTRAGAL DETAILS'Ll'& INTERLOCK DETAILVJAMB DETAIL 11%SHEET 18;
,SHEET 19 INSTALLATION DETAILS'lw'&
L2.SHEET 19 INTERLOCK DETAILV,SHEET 19 'Id,SHEETS 12&13
HEADER DETAIL
JAMB DETAIL'H2',SHEET P-HOOK DETAILTV&W,SHEET V,SHEET 18;
18;INSTALLATION DETAILS 19;INSTALLATION DETAILSJW, INSTALLATION �J�AMBnDETIA��IL�1�2�',SHEET 18;INSTALLATION HEADER DETAIL'C',SHEET
'Hw'&'Hc',SHEETS 12&13 'Jc','Kw'&'Kc'.SHEET 14 DETAILS'Bw'VBc% DETAILS'lw'VIc',SHEETS 12&13 7–18.INSTALLATION DETAILS
SHEETS 12&13 Cwl&Ice',SHEETS 12&13
MAX.UNIT WIDTH MAX.UNIT WIDTH
cw wtfb It*Flair*
PANEL PANEL PANEL PANEL PANEL 'PANEL PANEL PANEL N,
,<--
TYPE TYPE TYPE TYPE TYPE TYPE TYPE TYPE
'F' 7' Ir P,
MAX. 296K 6C
MAX.UNIT NOM.
HEIGHT PANEL /h NOM. UNIT
PANEL h HEIGHT
PER WIDTH TYP. // —
TABLES MAX, SEE PER IDTH TYP, PER
MAX,. PER TABLES
NO
DLO 2. TABLES 1-3 SEE
1-3 TE , L--NOTE 2, DLO, TABLES 1-31 1-3
HEIGHT SHEET 15 SHEET 15 HEIGHT
O X,
X x x x x 0 ow( LYNN"'
EXAMPLE:OXXXp SILL DETAIL"E'SHEET 18; EXAMPLE:XXXO SILL DETAIL'F',SHEET 18; ✓ No.58705
(3-TRACK, RIGHT POCKET) INSTALLATION DETAILS (4-TRACK, BY-PASS) INSTALLATION DETAILS
E\v VEd,SHEETS 12&13 F\f/&'Fc',SHEETS 12&13
STATE OF IQ
1070TECIINOIOOYDRPIE EXAMPLE ELEVATIONS
AL VE
�o
SERIES 670ALUM.SGD ti.e�-NON�-IMPACT
PGTOJZ� W14N MiLl-W,P.E.
NTS?:16 -22 A�
JR
02=114 -REOFAUnf.4292W SGD-670 A.
f
PANEL'S RIGHT STILE TYPE
PANEL SINGLE SINGLE FIXED LOCKSTILE ASTRAGAL ASTRAGAL ASTRAGAL ASTRAGAL INT CORNER EXT CORNER EXT CORNER INTCORNER EXT CORNER EXTCORNER INTCORNER
INTERLOCK INTERLOCK STILE W/HANDLE BOX OUT BOX IN BOX OUT BOX IN 90 LOCKSTILE 90 LOCKSTILE 90 RECEIVER 90 RECEIVER 90 RECEIVER 35 RECEIVER 135 RECEIVER
TYPES OUT IN W/HANDLE W/HANDLE WIHANDLE W/HANDLE WIHANDLE W/HANDLE WIHANDLE WIHANDLE
#1184
118 031 #31
�� u #120 #1191 #1181 #& #81 #61
IN$INGLE J, A ERLTO F PP K � TR TQ TC TTV TW
S (/1 TA
OU
INTSINGLE
ERLOCK B E P A C C 'C v Q SIC Y S SV S w
IN (eoxour (eoxwl
SFIXD TIES RR R l) Ffflox"SFD FC FV FW
l"ou
LOCKSTILE * D A// J J
WIHANDLE ��/�
Ieaxoup (eoxa0
wLRASTRAGAL
PANEL NOTES:
cL BOX OUT
WIHANDLE (eoxour) 1.SEE DP TABLES 1-3,SHEETS 6-8 FOR PANEL
ASTRAGAL ^I SIZES&DESIGN PRESSURE.
BOX IN I Y LEFT Q INTERIOR RIGHT 2.PANEL TYPES NOT SHOWN OR CROSSED OFF
J W/HANDLE poxw) PANEL �--LLEXTERIOR PANEL ARE NOT REQUIRED FOR ANY CONFIGURATIONS
�.-. ASTRAGAL T U STILE V STILE AND ARE NOT AVAILABLE.
Box OUT [ Ieoxom! Poxam 3.90°ASTRAGALS TO USE HEAVY-DUTY STILES
PANEL"E"SHOWN.SEE TABLE FOR OTHER PANEL TYPES AND (#61),CORNER RECEIVER(#118)AND EITHER
ASTRAGaL T I/ APPLICABLE STILE/ASTRAGAL REQUIREMENTS. EXTERIOR(#119)OR INTERIOR(9120)CORNER
J BOX IN � (BOXw) raox" ASTRAGALS.
4.1350 ASTRAGALS TO USE HEAVY-DUTY STILES
INT CORNERR T ^� (#61)AND CORNER ADDON(#31).
LOC
90 KSTILE (�
J W/HANDLE#120 232'
Lli SILL RISERS___OPTIONS 232° '1�
Z EXT CORNER QT /1^
90 LOCKSTILE IVGIJ '�2• EXTERIOR EXTERIOR ,082'
Q WIHANDLE#119 232'
a EXT CORNER#61 CT
C^ EXT R I I� EXTERIOR (� .062'
90 RECEIVER /V' V` a .062' `r 4.055"
WI HANDLE 2.555" 3,305° FRODUC f REVISED
-,,.IBLI, �W1bY with the FbrW
INT CORNER#81 AT AS DF 1567.062" Ampta ' 03��Y
90 RECEIVER 94kab a N./t^/
W!HANDLE 118 R>,81n11.f>rlt
EXT CORNER #116 18,SILL RISER FLAT' 26 SILL RISER,FLAT 22 SILL RISER.FLAT 24 SILL RISER,FLAT
90 RECEIVER CF FLUSH,1-1/2" O LOW,2-112' O MEDIUM,3-1/4" OHIGH,4" e�°f
EXT CORNER #31 750° .750'
135 RECEIVER VT VV VFEXTERIOR
W!HANDLE /� ; .062'
#61 C ,n/ EXTERIOR Z'75D
EXTERIOR •062' fir-'INT CORNER N31 WTWV V Y F .906' 4.055'
35 RECEIVER awl '062' 3.305"
WlHANDLEg1002• II" 1
1.567' J \� ONl LYP!y
_10ENS
SILL RISER,BOXI' SILL RISER,BOX SILL RISER,BOXSILL RISER,BOX
19' FLUSH,1-1/2" 21 LOW,2-1/2" 23 MEDIUM,3-1/4' 26 HIGH,4" = No.58705
NOT VALID FOR WATER INFILTRATION RESISTANCE REQUIREMENTS,SEE SHEETS 6-8 _10 (�(
nowen- �,: w.,,,,w %O •. Sl FE F 17�,
�w 1070TECHNOLOOYORNE PANEL TYPES
N.VENICE,FL 31276
dm Q,,,, SERIES 670 ALUM.SGD-NDN-IMPACT �NC�
ru1>aea leoo
ae"n Oy o.m. dwtlH der b A A.LYP.E.#1687705
JR 07120/14 CERT.OFAUTH.#29288 SCID-870 I NTS17 122 1 PGT0128
ASSEMBLY DETAILS
(SEE SHEETS 12-14 FOR FOR INSTALLATION DETAILS)
5 4 INTERIOR 81 113 118
28 28 7
30
27 83 27 83 11 113
26
60 OR 61 fi0 OR 61 103 62 111 63 60 OR 61
29
29 14 65
65 65 120
I-•I 5
lu EXTERIOR 111 62 1 y EXTERIOR 111 B2 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 ID
a a
103 LOCK PART 103 LOCK PART LOCK PART 80 OR 81
75&107-110 75 8 107-11 81 75&107-110 5
INTERLOCK
14
113
60 60T2�T�MOR
81 118 5
EXTERIOR 113 113 113 103 119•5 EXTERIOR 7
67 68
j6Eh STANDARD ASTRAGAL#67 6—El,HEAVY-DUTY
90'INSIDE
TY
Lt WITH STANDARD STILES#60 L2 WITH HEAVY-DUTY ASTRAGAL
ES#61 N1 2 TRACK SHOWN CORNER N2 2-TRACK SHOWNER S ITEM#H WN,ITEM B60
EXTERIOR BOX ASTRAGAL SHOWN EXTERIOR BOX ASTRAGAL SHOWN STILE)SHOWN,ITEM#60
(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 OP
(PSF)ASSOCIATED WITH
.4 INTERIOR STILES.
31 LOCK PART
RFVISEO
- 768107-11 PRODUCIg-Ithdwco■p171aYrNh Ike Florlde
MERlOR
5 4 INTERIOR iyMMwc.7 135°14 5 61 32 103jil
EXTERIOR 617 135°INSIDE CORNERIN N N
02 2-TRACK SHOWN `[�.•' 110ENSF'•.
01e135°OUTSIDE CORNER
2-TRACK SHOWN No.58705 '
Rene Bp Cetc RwWu: XATIATOF
1070 TECHNOLGGYORIVE HORIZONTAL SECTION DETAILS,CORNERS % �'. F'•
N.VENICE,FL 31276 nr �C`i�; �ORIOP,.•'G\;;
Pm N" mb RMMs: (941}480.1so9 SERIES 670 ALUM.SGD-NON-IMPACT �
\;
sOMA4,e ems: u..e r r,, ,
a.xn q- 0.m: ChrMaO Oeb: J?nF® °iYpf'b' "^' A." P.E.
JR 07/20/14 CERT.OFAUTH.#28288 SGW70 NT$ 19 a 22 PGTO128 A P.E.#58705
I
Item PGT ItemPGT NOTES:
# Dw ,# PGT# Description # Dw .# PGT# Description 1)ALL ALUMINUM=6063-T6
1 17306 617306 2-TRACK HEAD OUANEXJTRUSEAL OURASEAL SPACER(COMPOSITE
2 17303 617303 2-TRACK HEAD WITH SCREEN RAIL 56 SEALANTIDESSICANT)or CARDINAL A-EDGE SPACER 2)ITEMS#33.39,57-59,66,81,84-99,
3 17309 617309 3-TRACK HEAD 60 17325 617325 PANEL STILE NO&AR ARE NOT USED AND ARE
4 17312 617312 4-TRACK HEAD 61 17326 617326 -PANEL STILE(HEAVY DUTY) NOT PART OF THIS APPROVAL.
5 17314 617314 FRAME SCREW COVER 62 17327 617327 INTERLOCK ADAPTOR 3)USE OF#12 OR#13 REQUIRES
6 17317 617317 FRAME HEAD/JAMB SCREEN ADD-ON 63 1225 SIP248 VINYL BULB WSTP.-THIN(INSIDE INTERLOCK) MIN.#10 SMS OR 3116"MASONRY
7 1 17304 617304 2-TRACK SILL 84 1729 71729 SILL END WEATHERSTRIP PAD ANCHORS @ 24'MAX.O.C.
5 11301 817301 2-TRACK SILL WITH SCREEN RAIL 65 17328 617328 INTERLOCK SCREW COVER
9 17307 617307 3-TRACK SILL 67 17329 617329 ASTRAGAL
10 17310 617310 4-TRACK SILL 68 17339 617339 HEAVY DUTY ASTRAGAL
11 17313 617313 FRAME SILL TRACK INSERT 69 1T324 617324 TOP 8 BOTTOM RAIL
12 17315 617315 FRAME SILL SCREEN ADD-ON(SEE NOTE 3) 70 17350 417350 WEATHERSTRIP EXTENSION(INJECTION MOLDED)
13 17318 617316 FRAME SILL SCREEN END ADD-ON(SEE NOTE 3) 71 1695 71695 1-112'X 1'X 3/4'HIGH FIN SEAL DUST PLUGS
14 17305 617305 2-TRACK JAMB 72 8153 78163X TANDEM ST.SIL.ROLLER ASSY.
15 17302 617302 2-TRACK JAMB WITH SCREEN RAIL 73 8153 78153N TANDEM NYLON ROLLER ASSY.
16 17308 617308 3-TRACK JAMB 74 SILICONE DOW-899,DOW-995 OR GE-7700
17 17311 817311 4-TRACK JAMB 75 8185 78185X GEMINI MORTICE 3-PLY DUAL LOCK WILONG TRIM PLATE
18 17322 617322 SILL RISER-FLAT,FLUSH,t-12' 76 71032XIFPFX #1032 X V FL SS SCREW W/TYPE'F'TIP
19 17319 617319 SILL RISER-BOX FLUSH,1-112' 77 7103239 1032 STEEL ZINC U-NUT
20 17321 617321 SILL RISER-FLAT,LOW,2-112" 78 17358 617358 3N6 8 1/4'BEAD
21 17318 617318 SILL RISER-BOX LOW,2-1/2' 79 17357 617357 1-K9 BEAD
22 17355 617355 SILL RISER-FLAT,MEDIUM.3.1/4' 60 17359 617359 7116'BEAD I FIXED PANEL CLIP
23 17354 617354 BILL RISER-BOX MEDIUM,3.1/4' 62 1224 8TP247K VINYL BULB WEATHERSTRIP
24 17323 617323 SILL RISER-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 PDCKETP-HOOK 101 72087 JAMB BUMPER
27 7070 67070 NEOPRENE BULB W81P FOR P-HOOK 102 1696 71696 DUST PLUG
28 17334 617334 POCKET P-HOOK MOUNT 103 8166 78186X 1'KEEPER
29 17335 617335 P-HOOK COVER 104 653 7SDKEEP SCREEN LOCK KEEPER
30 17349 617348 POCKET P-HOOK FOR BOX RISER 105 17344 617344 FIXED PANEL CLIP-6'LONG
31. 17378 617376 135 CORNER 108 17352 617352 FIXED PANEL RETAINER-9116'
32 17378 617378 135 FIXED 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 612268 SCREEN SIDE RAIL-LOCKSTILE 109 1731 781625N HANDLE KIT-RECESSED INT.WITH THUMB TURN,USED WITH#75 PRODUC r REVISED
41 7LOCKWGSK SCREEN LOCKSET r1l
1732 78176 HANDLE KIT-RECESSED EXTERIOR PULL,USED WITH#75 -cmP1�.10.1ge Fkrws
42 47818 SCREEN KEEPER SPACER SET 710X34PPSDAX#10X3/4'PH.PN.lEK-S.S. 1�1.Y Cu
43 8152 68152 SCREEN INTERLOCK ADAPTER 1235 67576 WSTP,.270 X.170.FIN SEAL AccepNee Ne ���� ✓�
LykM�D�Ie 'Zp
44 4428 64428 SCREEN DOUBLE INTERLOCK 1712 64068 .187'X.230°FINSEAL
Ilk 146
45 4317 612258 SCREEN TOP RAIL 71OX116PPX #10 X 1-11Y k n
Misr! � Crhd
46 4318 612257 SCREEN BOTTOM RAIL 710XPPT #10 X 1'
47 668 7SRAZ STANDARD ROLLER 720XIX #14-2OX1'S.S.
48 668 7SRAX STANDARD ROLLER-ST.STL. 72OXI12X #14-20 X 1-112'S.S.
49 4344 64344 SCREEN ASTRAGAL 118 17336 617336 90 DEGREE CORNER RECEIVER
50 17349 817349 OXO SCREEN ASTRAGAL ADAPTER 119 17337 617337 90 DEGREE OUTSIDE CORNER ASTRAGAL
51 1692 61692 SCREEN SPLINE-.165' 120 17338 1 6117338 90 DEGREE INSIDE CORNER ASTRAGAL
52 1694 61694 SCREEN SPLINE•.150' 123 17352 617352 FIXED PANEL RETAINER,718° 11 I I lilt,_
53 61818020 SCREEN CLOTH \����q(4Y LYN1y 4.//1(
64 1726 1/2'X4'X 1/18'SET.BLOCK,NEOPRENE 85+I5 1\CES ISF
55 1726 T X4'X 1116'SET.BLOCK,NEOPRENE 135+1-5
No.58705 �l
_.•fl•.�•
tTO
S: '19y [bc RwY.Yio.eW.eST01
�16181115
10707ecr+Naoavowvr PARTS LIST % c�`; •'<ORIOA VENICE, SERIES 670 ALUM.SGD-NON-IMPACTJJ A ADDED CARDINAL XL EDGEedc A.LYNN�ItIER,P.E.
sGD8T0NTS 20 d 22 PGT012B A P.E.q 56705
JR 10/4 GERT.OFAOTH.#29296
5.069"
8.562" - 1.36' 1.36"
0.080"
zm
1.211° 1.505"
0.081" 1.019"
0.062"
0.081" 0.081"
t 2-TRACK HEAD 10 4-TRACK SILL SCREEN I' '
O(6063-T6 AL) (6063-T6 AL) 40 STILE
F-I
6.198" (6063-T6 AL)
6.198" 8.528" 5.069"
0.080"
1.045"
1.211. 1.505'
1.993' 0.062"
17--A D-1 0.081" O2-TRACK HEAD W/SCREEN TRACK 9O3-TRACK SILL
(8063-T8 AL) 1a 2-TRACK JAMB STOP
(6063-T6 AL) TOP RAIL
(6063-T6 AL) (8083-T6 AL)
2-TRACK JAMB W/
7.105° 6.221" 75 SCREEN TRACK
0.080" � (6063-T6 AL) 1.36" I�
1.505" 0.875"
1.211"
+ j -�{ 1.36" I+
_J- ')8
1.993"
0.081" L 0.062"
O3 3-TRACK HEAD OB 2-TRACK SILL W!SCREEN TRACK 0.081"
(6063-T6 AL) (6063-T6 AL) SCREEN
OBOTTOM RAIL
(6063-T6 AL)
9.142" 0.081"
4.49"
0.080"
1211„ 1.505" 7.105"
wc.mpIyMywlUN the Flari�LL
IMMimi CaM
0.061" 9.14x' �- *'�
4-TRACK HEAD AaelV7 2-TRACK SILL
(6063-T6 AL) (6063-T6 AL)
+- 0.060"
1.514" LII
�20.161.260" 0.760"
0.5
y 0.060" 1.516" 1.990" '1011IIII
O0 FRAME HEADlJAMB SCREEN O FRAME SILL SCREEN O FRAME SILL SCREEN �` �3I .• Q14e
ADD-ON 72 ADD-0N. 70 ENDADD-ON t0 3-TRACK JAMB ��•,• �JOEN�F'.,Fn
(6063-T6 AL) (8063-T6 AL) (6063-T6 AL) (6063-T6 AL)
REQUIRES MIN.#10 SMS REQUIRES MIN.#10 SMS No.58705
OR 3/16"MASONRY OR 3/16"MASONRY 77 4 JAMB = _
SEE SHEET 17 FOR SILL RISERS. ANCHORS @ 24°MAX.O.C. ANCHORS @ 24"MAX.O.C. (60083-T663-76 AL) = t1
o �1(�'•, STATE OF
oma: Rte: EXTRUSIONS ,�'••.�<�RIVF�.••'G ,
�-011�04 ]�-
N.VEN CHNOLOOYORIVE �i/Si `
N VENICE,FL 30276 ra� � ��(Y�I.�I..�"•,
Ie�tt+ea,�
SERIES 670 ALUM.SGD-NON-IMPACT
sww+wee mt awa n°r. A.LYNN MILLER.P.E.
om,n or oRn: ® SOO.870 NTS 21 a22 PG T0128 A P.E.058705
JR CERT.OFAUTH.#29296
0.718" 083
I
2,304!' 0.752" 3.802"
0.762' - I (T-0
-1-A
3.802"
F 1 0.885,
0.0 2
0.674" 0.796"
0.264" L- --f
0.080" 0,062-
0.075' 0.233" FO 0624 1.163't f
(DFRAME SSILL P HOOK MOUNTING 28s6SCREW
SCREWCOVER TRACK P-HOOK @�APTOR COVER 0.080* 3(B PeHOOK FOR BOX RISER
(6063-T6 AL) (0063-T6 AL) (6063-T6 AL) (6063-T6 AL) (6063-T6 AL) ()63_T6 AL
4"'
.155, 47
1.48
j02.30" -(8"
0.080, 0,830" 0.062" 1.139"
1.600 0.133" 1.600 0.062" 1303"
.080" - 1.870" s 1.888" +
1.974" Lf--
2.44' 3.125" 3.125'
39 135°CORNER 32 135°FIXED MOUNT 60 STANDARD STILE 65 HEAVY DUTY STILEINTERLOCK INTERLOCK
(6-063-T6 AL) (6063-T6 AL) (6063-T6 AL) (6063-Tr,AL) @ADAPTER 65 INTERLOCK
(6063-T6 AL) (6063-T6 AL)
3.979' 3.979"
4.125"
1050" 1.050" 1.050"
1.645" 1.6, ' 0 F�7
.045- .84904 5" -4'
045
5' W,
0.075' F
3.25" _4
-
0125'" 0.281"
67 RD ASTRAGAL H DUTY ASI:Z( TOP/BOTTOM RAIL GLAZING (B7/16"GLAZING -
STANDARD
(6063-T6 AL) S(6063-T6 AL) STEAD(I.G.) BEAD,FIXED 3G/Ll6A*ZafNiG/4
(6063-T6 AL) PANEL CLIP BEAD
(6063-T6 AL) (6063-T6 AL) PRODVCf REVISED
1.03" W kind
1.003" A*Flod&
01 4-
57' 5.621'
0450" ?07 0
0 080)* 144,La.
toy FIXED 0.709"
PANEL CLIP 2.893" 0.133"
(6063-T6 AL) 1.498" 1.498"
.550" 0.080" Lo-�� I n
-ft-' 5.621"
1 4"
1.711" FIXED PANEL 5.6!
(BRETAINER,7/8- 90'INSIDE CORNER ASTRAGAL Y'lq'y 4t"I'l
0.080" ---4 (6063-T6 AL) 2.826. @(6063-T6AL) ...*-**... 14�, /-,,
119 90'OUTSIDE CORNER ASTRAGAL \X
FIXED PANEL 90*INSIDE/OLITSIDE (6063-T6 AL)
R �
RETAINER.qj16. 8CORNERRECEIVER
T
E: 58705
(6063-T6 AL) (6063-T6 AL)
iAr+0
-
STATE ol:
1070 TECHNOLOGYDRns EXTRUSIONS
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